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Permit D03-288 - JOHNSON RESIDENCE - NEW HOUSE
JOHNSON RESIDENCE z re 6 1184 44TH NW 0 J F- WO SOUTH g a' to n I a. • w Z= F-0 ZF- w 2• o 0 O D O F-. W • W 1L 0. Z W to • O F-' D03 -288 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 3347400760 Permit Number: D03-288 z iL Address: 11840 44 PL S TUKW Issue Date: 12/24/2003 ui Suite No: Permit Expires On: 06/21/2004 6= -J C.) UO co 0 Tenant: w Name: JOHNSON RESIDENCE W H Address: 11840 44 PL S, TUKWILA WA N w Owner: 2 Name: JOHNSON JALON +HIGHTOWER TANDIYA Phone: u_ Address: 4822 S 301ST DR, AUBURN WA 98001 CO a =w Contact Person: z f = -. Name: CARL WHEELER Phone: 253 - 854 -8500 it- o Address: PO BOX 1267, KENT WA w ~ w Contractor: v Name: TERHUNE HOMES INC Phone: o N Address: P.O. BOX 97, POULSBO WA w H Contractor License No: TERHUHI133.17 Expiration Date:05 /01/2004 H v LL DESCRIPTION OF WORK: z CONSTRUCTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE AND 45 SF COVERED v z to DECK. � H PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER & SERVICE z LINE, SANITARY SIDE SEWER, PAVEMENT MITIGATION, DRIVEWAY ACCESS, FLOOD ZONE CONTROL, AND UNDERGROUNDING OF POWER. Value of Construction: $ $220,291.20 Fees Collected: $20,209.73 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Y N Y Y DEVELOPMENT PERMIT Private: N Profit: N D03 -288 Public: N Non - Profit: N Printed: 12 -24 -2003 "3k4 :�,�:4tS.3.;�t:t &s Water Main Extension: Water Meter: Y doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: N Public: N ** Continued Next Page ** D03 -288 Printed: 12 -24 -2003 �1:,.�.'1�:,; . a.;;.\; ii :•:.4^i.�m'iu'.:.ai.u:.s:a,:.w. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: , • "mot Date: lo? �r I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi n or the performance of work. I am authorized to sign and obtain this development permit. Signature: ( (Valf Date: / � C t Print Name : / a n[.l i v hluv'cK This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03 -288 Printed: 12 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347400760 Address: 11840 44 PL S TUKW Suite No: Tenant: Name: JOHNSON RESIDENCE Address: 11840 44 PL S, TUKWILA WA Owner: Name: JOHNSON JALON +HIGHTOWER TANDIYA Address: 4822 S 301ST DR, AUBURN WA 98001 Contact Person: Name: CARL WHEELER Address: PO BOX 1267, KENT WA Contractor: Name: TERHUNE HOMES INC Address: P.O. BOX 97, POULSBO WA Contractor License No: TERHUHI133J7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Y Y Profit: N DEVELOPMENT PERMIT D03 -288 Permit Number: D03-288 Issue Date: 12/24/2003 Permit Expires On: 10/09/2004 Phone: Phone: 253 - 854 -8500 Phone: Expiration Date:05 /01/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE AND 45 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER & SERVICE LINE, SANITARY SIDE SEWER, PAVEMENT MITIGATION, DRIVEWAY ACCESS, FLOOD ZONE CONTROL, AND UNDERGROUNDING OF POWER. REIVSION #2 FOR CHANGE TO STORM DRAINAGE SYSTEM INCLUDING PUMP. Value of Construction: $220,291.20 Fees Collected: $20,330.04 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Y N Private: N Public: N Non - Profit: N Printed: 05 -25 -2004 Water Main Extension: Water Meter: doc: Devperm N Y City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Private: N ** Continued Next Page ** D03 -288 Public: N Printed: 05 -25 -2004 • Permit Center Authorized Signature: Signature: Print Name: doc: Devperm (yYV City of Tukwila . - 2 t2t.0 7 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 < /G1b. y-\ 3b\i\f\3ciNc\ D03 -288 Date: .6 '� S _ y . I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating consfructi or the perform ce « work. I am authorized to sign and obtain this development permit. Date: 5 a SA A 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: 05 -25 -2004 t\ — elz City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347400760 Address: 11840 44 PL S TUKW Suite No: Tenant: JOHNSON RESIDENCE PERMIT CONDITIONS 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. Permit Number: D03-288 Status: ISSUED Applied Date: 09/11/2003 Issue Date: 12/24/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: 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. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doc: Conditions D03 -288 .T sHr. �ivM '.W��'WYI Printed: 05 -25 -2004 4Ep (24 yo'iE) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 23: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. 24: Any material spilled onto any street shall be cleaned up immediately. 25: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 26: A bond for 150% of the cost of construction within the Public Right -of -Way, made out to the City of Tukwila for possible property damages caused by activities. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 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. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 31: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 32: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 33: The water meter box shall be located within City right -of -way at the property line. 34: The owner /applicant shall provide a Flood Control Elevation Certificate, prior to final acceptance of this permit by the City Utilities Inspector. doc: Conditions D03 -288 Printed: 05 -25 -2004 rxte�s ;.s doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 35: Revison #2 - Storm drainage system shall not cross on to adjacent owners property, otherwise, provide copy of private storm drainage easement to Public Works. 36: Revison #2 - Priority shall be to gravity storm drainage system and not pump. Coordinate with City Utilities Inspector for installation of private storm drainage system. * *continued on next page ** D03 -288 Printed: 05 -25 -2004 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. Signature: Print Name: )CAA0 doc: Conditions .Z.�. P t)"2 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -288 of law and ordinances other work or local laws Date: 5lA 5 /o4 Printed: 05 -25 -2004 r':'•k�; 1;.�',y ��� / r; � Lir ;�, sib {'� ��.a �.W �+kiJ:� ?�..n .• ... Parcel No.: 3347400760 Address: 11840 44 PL S TUKW Suite No: TOTAL WATER FEES: $2,280.00 doc: PWWATER City c►x Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci WATER METER INFORMATION METER #1 D03 -288 Steven M. Mullet, Mayor James F. Morrow, P.E., Director Permit Number: D03-288 Issue Date: 12/24/2003 Permit Expires On: 10/09/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE AND 45 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER & SERVICE LINE, SANITARY SIDE SEWER, PAVEMENT MITIGATION, DRIVEWAY ACCESS, FLOOD ZONE CONTROL, AND UNDERGROUNDING OF POWER. REIVSION #2 FOR CHANGE TO STORM DRAINAGE SYSTEM INCLUDING PUMP. METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204F03 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 Printed: 05 -25 -2004 RAJ i:. ii. .;i:...11xumU.:.cGsi+L'fi�. "uln City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347400760 Address: 11840 44 PL S TURIN Suite No: Tenant: JOHNSON RESIDENCE 11: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Permit Number: D03 -288 Status: ISSUED Applied Date: 09/11/2003 Issue Date: 12/24/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: 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. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning.appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -288 Printed: 12 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 23: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. 24: Any material spilled onto any street shall be cleaned up immediately. 25: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 26: A bond for 150% of the cost of construction within the Public Right -of -Way, made out to the City of Tukwila for possible property damages caused by activities. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 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. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 31: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 32: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 33: The water meter box shall be located within City right -of -way at the property line. 34: The owner /applicant shall provide a Flood Control Elevation Certificate, prior to final acceptance of this permit by the City Utilities Inspector. doc: Conditions D03 -288 Printed: 12 -24 -2003 City of Tukwila I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: Print Name: / U7d `{ k3/ 1 hK doc: Conditions D03 -288 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: / orci V� Printed: 12 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 3347400760 Permit Number: D03-288 ,F- w Address: 11840 44 PL S TUKW Issue Date: 12/24/2003 Q Suite No: Permit Expires On: 06/21/2004 J V O 0 . to 0 J 1- U) u., w 0 LQ rn d 0 ±- #1 METER #2 METER #3 Z H F— 0 Z F— Water Meter Size: 0.75 0 0 g D Quantity: 1 0 0 D 0 Water Meter Type: PERM 0 N 0 F— Work Order Number: 5204F03 = U F— i` Connection Charge: Y $60.00 $0.00 $0.00 u Installation: Y $490.00 $0.00 $0.00 al co Additional Install Deposit: $000 $0.00 $0.00 H = Plan Check Fee: Y $10..00 $0.00 $0.00 0 it Inspec Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE AND 45 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER & SERVICE LINE, SANITARY SIDE SEWER, PAVEMENT MITIGATION, DRIVEWAY ACCESS, FLOOD ZONE CONTROL, AND UNDERGROUNDING OF POWER. Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 TOTAL WATER FEES: $2,280.00 doc: Miscperm WATER METER INFORMATION D03 -288 Printed: 01 -14 -2004 :SITE.LOCATION Site Address: Tenant Name: Property Owners Name: U62.O Ara Jo 14 s4 SD /4 Mailing Address: Name: C14-l2.L LA.714 i✓ �L (:_ Day Telephone: 426 $S c f — FS S 0 Mailing Address: no 1bo-) 1 ZCp .] K (v j W �}- ' I - City State Zip E -Mail Address: Car 1° ( 1- 2t--1n 4 v■ & k0 e.% , Yl e,4 Fax Number: X15 3 — asq'g Z GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: (J o E o, 1 2_c. 7 Contact Person: GAl2 -t_. L-) H L ( Lc. R E -Mail Address: Get r--( p . 1 - -er' IA %A. r1 e IA. o.w� -eS t ✓L c. Fax Number: o ...5 -S'S V-4SS9 Z Contractor Registration Number: — jZ.F1-LA_) -r' . 13 3 J 7 Expiration Date: 6 1 - 0 7 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - Ail plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 4pplicationstpertnit application 0.20031 )!2003 CITY OF TUKWILA Community Development.. _partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 11 X > 4 tici P i- 1 bci 5R.05K.rIA° (Z.D Ap i tP.2loz t �fL1 - til N L. t`l-o G 5 Kw )4-- Go"' 5/4. L j �� TS k1 T H ST: 6.1444 -24. t w/ c_e_./ 19 Cln 4-tc k- w g. e t 3Ve Page I Building Perrr 1o. JQ Mechanical Permit No... . M t Public. Works Permit No Project No. . (For office use only) King Co Assessor's Tax No.: - 3-)1 - No- 07 CO 0 Suite Number: New Tenant: EV�RTT City City Day Telephone: State Floor: .... Yes El ..No State V-5 - City Day Telephone: Fax Number: State g8 Zip Zip Zip Sal - 0-4-14 w• t5 E-k- 1 AJl;- 9 C 607q City State Zip Day Telephone: V,25 S oL 33 Fax Number: vas - 3707 at BUILDING PERMIT INFORMATION - _ 2116 -43I -36711 Valuation of Project (contractor's bid price, _ICA Lt J 7'-f Existing Bu. .ig Valuation: $ Scope of Work (please provide detailed information): p g G. S(Ay c'S 0 -1Q.c6 i� 477e —// rD %rte Will there be new rack storage? 0 ..YesNo If "yes ", see Handout No. for requirements. lapplicationstpc mit application (3.2003) 3 2003 Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? 0 ....Yes ,a-.:No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D.. Sprinklers D ..Automatic Fire Alarm Zr&one [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes �Io If 'yes ", attach list of materials and storage locations on a separate 8-1 /2 x II paper indicating quantities and Material Safety Data Sheets. Page 2 Handicap: ' �s vsfu.�; +?wa4itia�ii,'E Et Ill h..krt. tt Existing Interior Remodel Addition to . Existing Structure New. Type of Construction per UBC Type of Occupancy per . UBC 1't Floor l 3 SS" 2n Floor cC20 3' Floor Floors thru ' Basement Accessory Structure* Attached Garage LaCo& Detached Garage Attached Carport °_ Detached Carport Covered Deck CI5� Uncovered Deck BUILDING PERMIT INFORMATION - _ 2116 -43I -36711 Valuation of Project (contractor's bid price, _ICA Lt J 7'-f Existing Bu. .ig Valuation: $ Scope of Work (please provide detailed information): p g G. S(Ay c'S 0 -1Q.c6 i� 477e —// rD %rte Will there be new rack storage? 0 ..YesNo If "yes ", see Handout No. for requirements. lapplicationstpc mit application (3.2003) 3 2003 Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? 0 ....Yes ,a-.:No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D.. Sprinklers D ..Automatic Fire Alarm Zr&one [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes �Io If 'yes ", attach list of materials and storage locations on a separate 8-1 /2 x II paper indicating quantities and Material Safety Data Sheets. Page 2 Handicap: ' �s vsfu.�; +?wa4itia�ii,'E Et Ill h..krt. tt PUBLIC, WORKS PERMIT•INFORMATION -.206- 433-0179 Scope of Work (please provide detailed intk.ination): Res ( D ei 4 c Water District ukwila 0... Water District #I25 ❑ ...Water Availability Provided Sewer District Tukwila ❑... ValVue . , ❑ .. Renton - ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. �rn itted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size - 22" x 34 ") 0 ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑...Bond ❑ .. Insurance QJ.. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that apply): ( Pi,Ve ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance d Construction/Excavation/Fill - Right -of -way V Non Right -of -way ',/ Please refer to Public Works Bulletin #1 for fees and estimate sheet. to _otal Cut cubic yards ''...Total Fill to cubic yards ..Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water .Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ bpplicaiionslpermil application (3.2003) 3/2003 91 d - 5//•( i L L ;4 Call before you Dig: 1- 800 - 424 -5555 =.❑ .. Abandon Septic Tank '❑ .. Curb Cut .. Pavement Cut ❑ .. Looped Fire Line WO# WOH WO# Private Private Work in Flood Zone .a-Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line Water fer.Sewer Monthly Service Billing to: Vela 1AyNt✓ Jot- l, soN 11 (Ai 13 EU Name: Mailing Address: Number - of Public Fire Hydrant(s) ❑ ...Sewage Treatment Water Meter Refund/Billing: Name: VtF Ay n1 t:-kNSON Mailing Address: ( "504 t2(K t t2-v D ec7 Z! O Z Day Telephone: / UM, - 73 0- rf S 2 3 lE VL21E - T 6.719- 9 1.c.V City State Zip Day Telephone: EV a RR F WO' City State c tq Zc"6 Zip Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 451-. Utility Undergrounding ❑...Deduct Water Meter Size )t Unit Type: Qty Unit Type: Qty Unit Type: ;• Qty Boiler /Compressor: Qty Furnace <100K BTU ! t Air Handling Unit >= 10,000 CFM Other Mechanical Equipment I 0 -3 1 -IP /100,000 BTU • " 3 -15 HP /500,000 BTU , .. Furnace >lOOK BTU Evaporator Cooler 4/ FAA Floor Furnace Ventilation Fan 7 15 -30 HP /1.000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood / 504- I1P /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm /Ind MECHANICAL PERMITINFOR ':iTION — 206= 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): l Indicate type of mechanical work being installed and the quantity below: a 5 [ , q 62 f= - L7 Use: Residential: New ...:gr Replacement ....0 Commercial: New ....El Replacement ....❑ Fuel Type: Electric Gas ...Zr Other: :'qV i.:4 PERMIT APPLICATION NOTES - Applicable to all Ref nits,ip tAis application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY - FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: . • Print Name: Mailing Address: A-izc_ (A) - \applicanonslpermit application (3.2003) 312003 Page 4 Date: 9- 70 3 Day Telephone: o2S 3 �S �{ S'S — 0 0 i4tcYkF7RS4: ECG' S% �r'3x'��:" Date Application Accepted: �- // -3 Date Application Expires: 3- 11'1 -1a54 z ,I- Z re 6 1.1 Parcel No.: 3347400760 Permit Number: D03-288 6 v Address: 11840 44 PL S TUKW Status: ISSUED 0 0 Suite No: Applied Date: 09/11/2003 Applicant: JOHNSON RESIDENCE Issue Date: 12/24/2003 LU _ I- w 0 Receipt No.: R04 -00136 Payment Amount: 73.31 cn Initials: SKS Payment Date: 02/09/2004 11:07 AM = a User ID: 1165 Balance: $0.00 Z H H0 Z F- LU uj O • - a I- W W Type Method Description Amount F'- H LL O Payment Check 25555 73.31 Z 111 U 2 0 F '. Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doe: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BLAKLEY BROS. INC. PW PERMIT /INSPECTION FEE RECEIPT Account Code Current Pmts 000/342.400 73.31 Total: 73.31 ' TOTAL 6 6 2 Printed: 02 -09 -2004 .. i;..l:.'��i:: 2.1d: u.. w..uw�tia.A:v:.1s:':i.•.::.:La' `,L.:i _J r .`i, .6G.41+:.. L1+Sti..:.:�.s.+': .: �.,:ufi�.+:w..u4- a..w,..+. •il Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT Parcel No.: 3347400760 Permit Number: D03 -288 v O Address: 11840 44 PL S TUKW Status: ISSUED N 0 Suite No: Applied Date: 09/11/2003 CO w Applicant: JOHNSON RESIDENCE Issue Date: 12/24/2003 N I_ WO Receipt No.: R04 -00159 Payment Amount: 47.00 co d Initials: SKS Payment Date: 02/11/2004 02:56 PM H w User ID: 1165 Balance: $0.00 z I— O z I— W • W U O O N . O I- IIJW 1 0 Type Method Description Amount L 0 Z Payment Check 5644 47.00 W U = O H I - Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt TANDIYA HIGHTOWER PLAN CHECK - RES Account Code Current Pmts 000/345.830 47.00 Total: 47.00 71;92 02/12 9 716 TOTAL 94.00 n (1/ 1 Printed: 02 -11 -2004 ' z. z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3347400760 11840 44 PL S TUKW JOHNSON RESIDENCE R03 -01112 BLH ADMIN Payee: TANDIYA HIGHTOWER TRANSACTION LIST: Type Method Description Payment Check 4555 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,544.88 Current Pmts 1,086.38 250.00 37.50 171.00 Total: 1,544.88 D03 -288 PENDING 09/11/2003 1,544.88 09/11/2003 12:56 PM $1,918.85 2523 09/11. /716 TOTAL 3089.76 Printed: 09 -11 -2003 ,;;;; 'iJ'1J72: Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3347400760 11840 44 PL S TUKW JOHNSON RESIDENCE R03 -01555 SKS 1165 SECURITY STATE BANK TRANSACTION LIST: Type Method Description Payment Check 3552584 BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER ASSESS - ALLENTOWN STATE BUILDING SURCHARGE WATER ASSESS - ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Account Code 000/322.100 401/386.550 000/345.830 000/342.400 000/345.830 000/344.101 000/342.400 000/345.830 402/379.004 000/386.904 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 18,664.85 Current Pmts 1,671.35 1,680.00 10.00 23.50 -37.50 300.00 293.25 72.25 9,097.50 4.50 4,960.00 60.00 15.00 490.00 25.00 Total: 18,664.85 D03 -288 APPROVED 09/11/2003 18,664.85 6075 .12/30 9716 TOTAL 18664 . 135 12/24/2003 08:49 AM $0.00 Printed: 12 -24 -2003 t ip =u44. A:4 ,ki;xi :,: ;r+i;°4.:sSi ;x Pr0'ect: JV visor/ � • Type of Inspcti e t sr` Addres : D ( y0 S , Date Called: 9 (27Ioc Sietial In tructions. Date Wanted: g J�L ( p.m. Requester: q Y r ru INSPECTION NO. INSPECTION RECORD 3-g2 Retain a copy with permi PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. , . 7d ..' ix •. (206)431 -3670 COMMENTS: r>°r4 r Qv\ n itr � L -Pv irri C 01 jD t 4 d 1- c YN Corrections required prior to approval. Inspector \2; Date: 9 ' .7 ` ())-) $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 ject: 4 1\a Type of Inspectio I ( - I • dr - ‘t Date Called: Special Instructions: Date Wanted: ,- p.m. Requester: \ 'one No: i 5 3 I-M/7 �} D-1 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 Corrections required prior to approval. COMMENTS: cc tt �h1 ppl at it- r '- tr\ c Pa (.c 4 �- �G 5�4 a'� � �c�� If 5 (JckA'v' tv\ 1\ t9v4 t t I"f' d U Inspector: A AA Date: /-0/-1 El 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: Prod ct9 9 /� yZh / ' �` Typg of t-stA gn f n ' _ r"3 U ll Gtiti l e s: 14 C) t-P-1 Date Called: a �O Special Instructions: " p Date Want d ' a � 2 � � �. p*r�` Requester: l 1 P (2 S : - 7( 7 r • • 20 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector) INSPECTION RECORD Retain a copy with permit JQ Adh^ 1 4;a24,44 , PER (206)431 -3670 Date: 9•17(9 $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: Project: Type o pection: ,v( lc, I) Address: X1 - ) 1 1. 1 1 ?\5 Date Called:` Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Ig INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 03 8 PERf�1IT • I 4 1 40 ( 06 431 -3670 El Corrections required prior to approval. COMMENTS: Inspector :C Date: 9, e?., _ _0 L1 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: Proje t: , ...111114.4 I w4 AI 1 _4 a 114.4 i Tye of Ins .ect , '' i.,,Ua ( t ,. w � 40 44 ii. Ni Date Called! / n Special Instructions: . Date Wanted: Request ) a,b,--//-1..2 4V 1 • IS Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: C ow, L,4. Inspector:` / ✓110 Z Date: 9) ` 7 'Q $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: cf Project: J 1D ‘A cn•■ P S Type of Insp ction: 516(10 i v\so l e..c `! 14 ),, Address: M) -10 L LL1 . 71 S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1`I INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Lb3 - g PER NO (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 11 3 ) 1 L u,4 u 1 444 1 C V 1 4 / VA Date: - 749 - 0 1 1 $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: �;:�fs'�.'ir �,�; "= iArvr:�; +•i=rk::, •1': = Z W � WV O - 0 Wa J W D g cn I 1 _ W Z = Z° ui U O - 0 W w H - u. z W U= O I- Z Project: M r✓ /t ',77 , ,. Type 1 pection: , i. r ,/,,, la /V r i x .. 4* i...4.2„ Date C alled: ' 7 -/s- °Y Special Instructions: L4 P1 {j ' Date Wanted: E Reque ter: Phonvfc ro: h ,)0 ) 5 7t t //ioz 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 8 r 1)03 PER (206)431 -3670 COMMENTS: Corrections required prior to approval. Inspectorr Date: �1- IGsOy $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 Project: \ 0- ,-.0 l ,) hn ,� Type of Inspection: ; �'.( R i .P. _ � A d"res o ‘.. pi s Date Called. 7 13 Sp caI Inst uctions: A _ _ Date Wanted: Yi ( i s t l:I 'Pt . �/ Requester: Phon No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 NS COMMENTS: Approved per applicable codes. Corrections required prior to approval. ri $47.00 REINSPECTIbN FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , i. 4y2�? Project: 1 IA AGO Type of Inspection: file /f Pc 7i.� _ Address: // Date Called: .� Special Instructions: Date Wanted / Z ,off a, Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPE TION RECORD Retain a' copy with permit (206 ' 31 -3670 Corrections required prior to approval. COMMENTS: M f `( 9 PC .)." Cie( G _ - ry g- 6 IC' 5 (9t, - � c '- e Age. Inspector: El $47.06 -RE [NSPECTION paid at 6300 Southcent Receipt No.: • i��/ _, Date: REQUIRED. Prior to inspection, fee must e r :lvd., Suite 100. Call to schedule reinspection. Date: Project: // r..) 5-Oki Type of Inspection: .;t-e# 7 Addre Date Called: Special Instructions: Date Wanted: -- q `" is. p.m. Requester: I Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 sylk pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee r'nust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ect:1 i u h SQk) Type of Ins p tin: c .c.t,Cf4.4 If Address l/ X7/7 s A � .,.., � ' Date Called: Special Instruction bate Wante 7 --e:)(--" p.m. Requester: I Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. CO MMENTS: /IC LS /-; (r- El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prod ct: — SOS•, - Type of J spection: , �1,kr/1 /2 A ddr g ss 4L4 f < < Date Cal d Cy�-� Spe Instr `'' ctions: J I 'M ) — (36 Date Wante : a ci .m - Requester: U Phi No: 3 RR . _ Aron INSPECTION NO. N INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must •e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1 J 5/ ij 5 /if ' 1.- /..f jilt / - C4191.1 X7 , /1 '/ 4, t .! G e." 1 . � L,. ,�5 v ts s .r al- 4 7/-/s h .4-, a 51-- r ` ,,4., 47,-4 /7,07,4-4 , *- t-t 1 / h,, S -- A4 c k,r, I / * , 5 h.1 l-- 4, y -4 1/ .1. rr eifeCAOlt 1 Zs) 0 Sio ,~s 47 GO cr, s-4° L./ Date Wanted. r� C i..(1,13 49! G / S 2> .., 3 / 3) l 5 .,..e. /l Le,,�f- 5 r 4 ,$ 7^ 1/ A. /f (4/ J4 .40Y 7--r s---/LC., ., Projecti a .,M MIA. Na1d& Type of Inspection: 1 ` I(7 �lr /7( Add 7:47 1, 1 �� Date Called: / ' 7 Special fn3tructio Date Wanted. r� Q f ,m, .m. Requester: /" Phone No: _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ■ /off• 2._ INSPECTION RECORD Retain a copy with permit PER (206)431-3670 Corrections required prior to approval. Date $47:00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W 00 N J W O 2 u_Q I � Z = ZF- W 0 I- W W I— H O W Z U = O Z COMMENTS: )) ` ` u cl— - t(�C -.e � 5 / 4 (% ,- /i T 7 / // _ Y1. At , 4 1 s h/ „6 -4 , - �g /& D 6 '- 749 /� . // // � � ' ' //�^// O 1-"W.+ / Y C /// /1",11, Address: ,` h 3 6e S 5 4,94- ,61, ll__ 4 ,e S .r7 -L` /o�.+✓t ) � i c I, r . e Ul./../ ex. 4z., r - ” �/ A „ / / • S j - t ..dr 4- i / U.�, ....,..,...pee.,_...- or /-y/- P _ e f. / i)j d..i , e , /, , %.1C.._ -ri4 5 Tr' ue-0> 6 / << L 4 e // .,k // 477 k e 4 /0 A / Project: .InS /� / 1,- 4C- (�. Type of Ins ection: _ ��t.,& Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 3.a'.C. t.08 .:4Uk IZ> pp r e___ . z0‘ z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector Date: 2w).- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: KV\ Sfr,A pSb Type of Inspection: �t \' Oak Lnc ---1 Vfn i h S Addres : 1 1 Li 0 i--� L\ P1 S. Date Called: I 6- f - Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: " --- ? :),4_,, d INSPECTION RECORD Retain a copy with permit V o,etr- ( 06)4 -3670 %Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .-1 ?{› r G-e0 Date: (V 9-0 $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: COMMENTS:/ ) z / _ Jew /i o --- E ri/ 7 1/ �47c,/ s u/ e____- ,-__- 2.0 X r t47-7 ce r—e 6 d :/ ✓f r 1 1 , 0;p 4 " % / f Z� 2 4.u4=7. .�,p /' S 54.1_ � s7�- ,44,r ic d C... - ei CYO c ee-t-t, i A 1.45'> 3) , 6 '. ty",.sS J0, ° 5 - /,. i ( "--; ),,4 4 (.- X94... (19. --- ; /, S D f le ( //c 9 /.e,UI,11 • t y' -- l C�/.:I e rr 14 LrJA 0,J .. 4, ,. ( 1J,7 L eA j p-7 O scae/i� / a ) - �..�.�tt - (.9-L.-- / .- 6/0‘.4 . KP..rt,-, 41 �(--tJ�� / adc O 5 F- loch- 6-01/yip,... s /,, /-,r i erI_ h-► i a c 5.1-7 4 ;:-^ l ,,.., Project: i{ �C A Sn .S Type of Inspection: � � a ►m I rt Address: Ms a IiLi P1 Date Called: Special Instructions: . Date Wanted: a.m. p.m. Requester: Phone No: � -12 1 do - "L.-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '103-,/c3 . TN 206)431 -3670 ❑ Approved per applicable codes. ICI Corrections required prior to approval. r � Date t . 4 $47.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,'Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS:. t ( ) G•sC-' 5 ,es-r? /? egeo 4 fiol- 4'� ._. 7,) Type of Inspection: r • , T ra vyx i ri - el P . of Z.4-..... / . Qr %-2 /2:3 r c.! 7 � "- tJ �-, i t'-` i Nei r TI; (<..S 3 , / c /"' ? - xf- 4,. /'/ J---73 / f ' &,'' ,'el e , /, , . , / 44,..„ ' ./ y .#a v-e----1 Q / / %.4, f/D el v ,-.•;d4 J ,j,--J , ‘ 0 4, 4---- T A, 5S 4 , 41- s/ 1 ),„ . d L -,Lef -4--e".4,74., frio ..i-- /1 Projectv sJohiA ` c - Z. - - ) Type of Inspection: r • , T ra vyx i ri Address: I P ' -- - 1 \ ( 3 Date Called: 6_ -o`1 Special Instructions: Date Wanted: �' 11 6 L` a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. Inspector ". ?ct - e 2 -0C INSPECTION RECORD Retain a copy with permit (206)431 -3670 Dateb: l'-1-/La°947 $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: COMMENTS:. 1 1 'or\ 2c y‘41 l 4 ► ' Type of Inspection: al. ! 5 IN e ci r rya i .5 . ( S 0- .SCIN -e,,L1 -2 c S 1 2.) S: tr wc4 {I - 1 ma,,,, -('Ivor Date Called: c Aoi ?e t a pProvea p160/1 s Special Instructions: 5.) .Sher, r- wall -)-\ 5 me1 { r , door J a.m. l� l -r p' rc-ji tl t r e 5 .s4 (ids at po v e I { {{,, n I I) J..h 1utt A 3s • s ?r SA ea l "'all/ sckfidu[ -- '71 sii r 'c ((/ Project: / Type of Inspection: Ad7p ss tq l . c � Date Called: c Special Instructions: Date Wa ted: / O 2 y J a.m. l� l -r p' Requester:/. , ' Phg e4y o : i?) c'd 6 i�" /ho INSPECTION NO. CITY OF TUKWILA BUILDING DIVI I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ej Approved per applicable codes. Inspector: • INSPECTION RECORD Retain a copy with perm' PERMIT i (I �1 (206)431 -3670 Corrections required prior to approval. Date: k'O21 J $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 • _ ,- W IY 2 -J UO N w w 0 ? = I— W Z F- z0 W U � U a I— W W H � 1 O LIJ U= O~ z COMMENTS: Type of Inspection: Q • r A es 1j 4 � �7 6) PX / .Shr ' - i'q 2m/fid A•n/)t ,( S ;,) / c/ s , /) , 4-0 ,V/4s ; ri,*' , 4Z ro (JJ,9 7 - 7 1 Phone No: ��vt� — � ' - aq ✓- .2, I-41. // P 4,-(Ph • /irif 7 1 ,'x gm./ - " I 2//1 (r - / ip �/r /V ri f0,�. d A /f4 '' i SIi 9 ✓- 7') 4? i; F-7 ,17/ ; /� ..<,-7 4A7 . _ CI e Pr 'ect: Type of Inspection: Q • r A es 1j 4 � �7 II, Date C�ed:' Special Instructions: ✓^, / 3(oq Date Wanted: a.m. ( ?f /OL/ p arr: Requester: \/J Phone No: ��vt� — � ' - aq 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 PER b6)431 -3670 Corrections required prior to approval. l spctor: Date Ol/ 547.00 REINSPECT ON FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: Date: Prot: � l'--/-1 )4() Type Inspection: , • I r( fit 6(.4.4 /( Ad�J e�s� Date Called! 3 / . 44 Sp cial I structions: c2O(` 3S)- \_ 09 SD- Date Wanted: ..?b - Requester: 7;54-61;6 e... -- Phone No: ,0t - 9/9.5 o7 t'f Inspector – INSPECTION INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM Date: 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: 6 Pr ect: A. S2t4 t Tygge)of Insp ction: K rS S)-1 (.J ib , Ad ,jj t r 1S LID / H14114' ..Pt, So, Dare Called: j 3/ 3/0 1.--i i S c al Instr , Date Wanted: j a. Requester: )11 .i Ortii Phone No: +-, -5,,. L I 0 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. PER (2 1 6 31-3'670 COMMENTS: rt Date: 3 — d $ 7.00 REINSPECTION EE REQUIRED.fi' to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. Proj • ct: - . Type of In •pection: AL .P ( L A ress: 44 -P� / s Date Called: . /. s1�ei . Special Instructions: p p /J,, t/`�' \ GAT 1 .' {A C , C 1 Date Wanted: 1 J S(Q .m . a rri . ' �p? Requester jjj �A, .4. Phone e moo: ( r -'S LA ,,, I3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 -3670 Approved per applicable codes. %El Corrections required prior to approval. COMMENTS: Date: o 7.00 REINSPECTIO?N FEE REQUIRE'T. Prior to inspe ction, fee must be paid at 6300 Southcenter Blvd., Suite 100/ Call to schedule reinspection. Receipt No.: Date: Project: •/JNYlS FYI r\ L'51 CtNH'- TypefQf Insp'ectiioo : Ad r ss: Date Called: / S ecial Instructions: Date Wanted: 1 / ,./ sa. in� Requester: l ` Q Phone No: / v CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; , , 11_, INSPECT ON NO. INSPECTION RECORD Retain a copy with permit Po3 PERM* 0/ lb - 06)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: k N 4 ?00 REINSPECTION EE REQUIRED. Pt for to inspection, fee must be d id at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dated, // I & Date: Pro'ect: Type 9f Inspection: A . • ress: LH 1 0 s, Date Called: _ I 3 a l ozi S pe c g qD ial Instructions: Date Wanted: " ` f L/ 1D ( m • Reque ri 1 e ''e• l/ 1_g4/7. 9 Phone No: q COMMENTS: eceipt No.: INSPECTION RECORD Retain a copy with permit INSPECT' ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PER (206)431 -3670 1 }ap proved per applicable codes. El Corrections required prior to approval. 14-1 A1/4A L s I — Insd Co : Date: / �) a L l l $ 7.00 REINSPECTION FEE REQUIR F. Pri9f to inspection, fee mC(st be aid at 6300 Southcenter Blvd., Suite 1 Call to schedule reinspection. COMMENTS: Tye of Inspection: i it)(1/1(1(00-V) \- ■ki I / - • . Date Called: y eeiarInstructions: p r 1 0 m 5 ItNI ) II ge- i 1 1-v\-e 0 Y 470- +VI el. - k ) e 4 1 rwe4fr 1 oovN. 6,4 , uv-, • .. LOcu if C - a.m. • p.m • Requester: 1 ' "Ell. k I 1 1 [ / e 1>er ci) of n\I e o( rt \11<,0 i-‘ 44 I \ . i i 1 ‘ r vvety- S-1-r, v-% 1 •44) (P t, PO ^ e- t _\.? f ,,-,-, a, vv., 0, I 2 ok)e \ t 1 , i■-f.61 (Ai it c -c-).,, ., r‘../c.k j1 / ■ : 1 Project: Tye of Inspection: i it)(1/1(1(00-V) \- ■ki I / - • Address: Date Called: y eeiarInstructions: p r 1 0 m 5 ItNI ) II ge- i 1 1-v\-e 0 Y 470- +VI el. Date Wanted: 2 /25/4 - a.m. • p.m • Requester: 1 ' "Ell. k I 1 1 [ / e Phone No 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 IT NO. (206)431-3670 El Corrections required prior to approval. Inspector: e- - (")( Date: S -O! 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: COMMENTS: Ty e of Inspec' \,r -1-P`1 t sTay. 44 I Ad re s• ci GPO -CIA \.e..�.�.o,r r� >n S i -1-( Date Wanted: 2 . (I J 0 (4 11% Requester: ,. Phone No: Li C " II a(0-333v S CAGKS S WC (NI ,c kQS 7p,' Pro)ct: Ty e of Inspec' ion Ad re s• ci Da e Called: iji Special Instructions: Date Wanted: 2 . (I J 0 (4 11% Requester: ,. Phone No: Li C " II a(0-333v INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Z X45'.` i�.. kr�. tiiLiw i. �i.. � ':n:8..ts.;✓:r:.::::i::t?r;i. inspector :. !t () Arv Date: 2— 2 _• o $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: Projec A n S(4/1 Type of Inspection: IA )(y) p Address: 1 I VD " /t/ Date Called: 0 /. Special Instructions: Date Wanted: / / U 11 /id - !Uy a.m. p.m. Requester: Phone No: INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: - "Li ) Ci () 11 ,y)it o 2A OAHU -ui. to tQ P ri �c art . p6-1( )4 1" cm Ah i,tn / 1a,1) . Inspectoil Date: q /)/ () � r 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: COMMENTS: Type of Inspection: 4 //7/7y L ), 5 f of D. � - . l � ' ,J, ,5 , G„r'k,„G -t T2 Ai, ci) C x 7o 5, t I &44&44 v , , , tf /1 s ,, cd. 4 .A4 i' s. �i, 67 , Date Wanted: if ki , Jk S, k c.e't- -+ 713 c a. a.m. p.m. .5 Phone No: v Project: 3 LAW- Type of Inspection: Add 1 I % 90 114 111 p( Date Called: 7 Special Instructions: • 04h` . Date Wanted: if , a.m. p.m. .5 Phone No: v h" INSPECTION NO. INSPECTION RECORD Retain a copy with permit /2 5 -2S/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: 6 Date: 1 4/7/ 0 q 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: `` (l.l►� 6 1V( 4A,cc.„ad.rao 4 ut-1- ' 6 E L A -4 •Vl •t ` 5 - , R-„er A „" /'L_ iell t n/ 7..." o JC s I - re. `� Special Instructions: ,,,* z- 1 1 0 (/ ) . P R 0 wi( e 0 - ) (9 --fj( e o 1 Z , . - - k s LQ Q C cN t Q i Lei) Phone No: Pro e l)l� (IA Type of Inspection: `` (l.l►� Address* � �� n/ D ate Called: 613 pi Special Instructions: ,,,* Date Wanted: � ( a.m. p.m. Request / ��; j) Q Phone No: Y:$iJic. iq` lfi::'.:', �.7:; .�.{i.�W.u.'a..:i•�i:.'s:.i >?t, INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: �J Date: 5/ ❑ $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: COMMENTS: Type of Inspection: !1" VIA 1 Address: Date Called: i /w/ 4 1� ! " t 1 (a� 4 k l ' fqii - k4 p 'S c6-1(%). 1 9 . ; :5 oil 1,/:, I) 4— UJ c Pu ►. ,1 — 6(.4 .._ i vAol , (f).),3)/ -A--- (Lite/U*1 14%.4-fil --c L4,..,.. 5/Laj." CNikti/N 1 Protect: ���IvV` � Type of Inspection: !1" VIA 1 Address: Date Called: Z2IJ / II Special Instructions: vudd ',or Date Wanted: a.m. V. ' 1 P.M. Request WI i / 0- 17 PiA4 Phone No: 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 P 7 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date ** Ei 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: Z _ I- EC iH W 0 0O ND N W w � w w 0 • = co = W Z W O uj :0 0 1-- w w 0 L" O W Z 0 Z COMMENTS: Type of Inspection: S SS Address: )1 % L I L c PI S. Date Called t-ti V09 Special Instructions: � /c Y 0 Date Want ed :�� L —JO -( ) a - c . Phon : LI 1 9 57 50 .. ( 4( y: - .. to SSw1 . 1 l..f. LA S7 0 . WIM W1 • t II, Lr1h • i 6 .... ,. a t , 2 c7 T/14 vi i t ' l vVb , , 1 (.,..Gp 17) LJ i la W ) cu v 115 ( -14 INK! 1 Y O-1 ' 1j , I 1 I Project: JAVA S D IQ Type of Inspection: S SS Address: )1 % L I L c PI S. Date Called t-ti V09 Special Instructions: � /c LJt Date Want ed :�� L a.m. p.m. Requester: ��� Phon : LI 1 9 57 50 SSS b0 - 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 Approved per applicable codes. Corrections required prior to approval. Inspector: r ;\J Date: c 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: rr Proje J / ;154 . 11 , - ,1((ei) Type of Inspection: 5 S 3 Address: V/0 V al ( S Date Called: 05 /O v __ Special Instructions: F1 Date Wanted: j/a� `..P.m) Requester: ceccn 13bie (L.1 Phone No: t7' x(0 - 4/ 9- 7 .S 0 cSS INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS: tij < f by CK'h&c of C ` Q(i cA o . I ` 7 S `-d`^ / r r/t..MO LJ vJ /l.Sz r 0. /r 0 Inspector: 6v Date: f/ 6 j /J 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: COMMENTS: • Type of Inspecti . Address: i l� y o y / - 1)z9/4 fc,rJ 7 apizt-0 Date C Iled: U V 4 f � Special Instructions: Date Wante 4..*: 0 91,2 f "/UY Requester: /-2,/c)q &C,/ FZ (.a-t.7z 04_ - it...44J y , wa-7„. 9 /i/,a it &. ,. tl 1 7 / Cl ,( +, 1 ' I] 1 9 /(�7 /0 Y i, I, .. /Z.//, 9 t c 1( 1 11 1 I Project: p y ) -)/S Type of Inspecti . Address: i l� y o y / 3 Date C Iled: U V 4 f � Special Instructions: Date Wante 4..*: 0 91,2 f "/UY Requester: P//4( 1 P J )-Ji'S4'1 -, Phone o: .1//66 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 Approved per applicable codes. f 6i /inspector: ❑ Corrections required prior to approval. Date: y/ ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: 17 caq P .Q St rKSc o 17 e-b (M3 0 AAA 1 co . Q tyw y l, ! �u �Y l p 1 S {-/r'1 KAY (A tt1ri A 4 S ip Tip cn.nc oi, 5 . 1. At-1 A�- '�pk(Jk 5c.LQ A As, thx.1 ` i ice' (h (a I Z'. 1 D i) 1 ?.:. 00 f wo Iif+n ). \A1 ( ijtt c (Lew (I -} e ().14,1 c, is2z. V, 2 Det- 1 ap pALi -e S Ai( Requester: ci f 2U / "I ll- G itI a v. c t ') (YtA. g 6,404+ A a' t,,-) t 111\ p S. Proje -- ll Type of Inspection: Address: Li �u �Y l p 1 S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 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 Approved per applicable codes. Doi - El Corrections required prior to approval. Inspector: 6 v Date: Q La /v 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: BU ILDING DIVISION REQUIREMENT D ate: P roject Name: Application # Plan Reviewer: February 10, 2004 Johnson Residences, Geotechnical revisions D03 -287 & D03 -288 Ken Nelsen, Senior Plans Examiner Th Tukwila Building Division policy requires as a condition for approval of special soil conditions, that the Geotechnical Engineer of Record inspect all special site g rading or preparations. A follow -up document from the Geotechnical Engineer m ust be submitted to this Department stating that subject soil grading or site p reparations was completed as recommended in an applicable Geotechnical reports. The Geotechnical Engineer follow -up document must be available to the City` Building Inspector at the time of the footing inspection. S hould there be questions on the requirements, please feel free to contact the B uilding Division office at 206 -431 -3670. • \\I , ft 1# • Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 FROM :DENNEY ENGINEERING Terhune Homes, Inc. P.O. Box 1267 Kent, WA 98035 February 3, 2004 FILE C O P Y I understand that the Plan Check approvals subject to errors and omissions and approval c, plans.does n:Dt authorize the violation of any adopted cod? ^r ordin9ncee Receipt of con- tractor's cchj c; &ppro•, -ed plans acknov edg d. Re: Foundation System Residential Project at Lot I 'and-Lot-2.-n-- - . ... .. 118XX 44 PL South Tukwila, WA To the Person Concerned P Regarding the above referenced residential project, please note the following. I have reviewed the project drawings for the referenced project and the project geotechnical report from Geotech Consultants, Inc. dated 1/29/04. The purpose of my review was to assess the adequacy and structural integrity of the drawing grade beam plan and details. Based on my review of the project documents referenced above I express herein my . opinion that to the best of my knowledge and belief the grade beams as detailed on the . drawings are structurally sound and are adequate to carry the code specified residential loads. Please call if you have questions regarding this report. Sincerely Emerson R. Denney, PE WA Lic. No. 9788 R V . FAX NO. :253 939 1373 Feb. 04 2004 08:50AM P2 DENNEY ENGINEERING, INC. 38809 191st Ave, SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 ik tv'/ pE�M,T ?Dial 3'-o y * DO • Zee 4I x31/29/2004 09:58 4257478561 GEOTECH CONSULTANTS, INC. Memo To: Carl Co.: Terhune Homes Address: RE January 8, 2004 Field Report Please call if you have any questions ". that the Flan I understand subject to errors piaf5 JN: Filing Date; January 29, 2004 FAX: (253) 854 -8592 Phone: (425) GEOTECH C11N Of �tltiY�l A PPRO4t.0 04010, ; 20 Kristopher T. Hauck/m.4.,.. R. pied l43 i t. 13256 NE 20 Street, Suite 16 Bellevue, W The attached copy of the Daily Field Report contains a sketch for typical overexcavation under footings. PAGE 01 sry d3U LD1t;1C.� �51�� TuKU,v q Fie 20 Q4 �'ERM/T �fiNTFR As you requested, we have prepared this typed duplicate of our January 8, 2004 Daily Field Report. "Onsite as requested to. observe test pits for the two residences. I observed two test pits, one in the front of Lot 1 and one in the front of Lot 2. Each test pit encountered approximately 4 feet of topsoil and soft sandy silt/silty sands, with abundant roots. This soil is underlain with saturated, fine silty sands to a maximum explored depth of 10 feet below existing grade. These soils are alluvial deposits, as anticipated, and are generally loose. Due to the loose, fine- grained and saturated conditions of the site soils, there is a moderate to high potential for seismic liquefaction. Because of the risk, I recommend that the foundations be overexcavated to the sands (approximately 4 feet from exgrade) and backfilled with 2- to 4 -inch clean, crushed rock or 2- to 4 -inch clean, recycled concrete for a minimum of 18- inches thick. The trench excavation shall be a minimum width of the footing width plus the depth of overexcavation (as shown as an attached on the next page). In addition, the footings should be redesigned to be continuous throughout (no isolated pads) and designed to span a minimum of 10 feet without soil support. This will help to limit differential settlement. These are typical recommendations intended to reduce, but not eliminate, differential foundation settlement due to consolidation of loose soils or seismic liquefaction. Installation of piles, which is the only method for preventing differential settlement, is generally not practical for "typical" residential construction in this area. Attachment: January 8, 2004 Daily Field Report cc: f f6Tril F. � t_ I �1 t k'�� Y ■ V ...i } .S P 4 i It.)'3.288 • Page 1 - ` r i , 4 A.& • ., 1 a kserliled • b 77 • (,ZeSatkt. ..t j A. / a-etc/la/Med . ( _JAIO OI 4 e i it, t opd ei I 1 4J ti a • • ,, • 2 I . seV adtd ,• s 0 ) eitze ("zed • • "a. .._,,s___ eti e__I 741-- A...I b7L-7- __ ' At .• ti /2 0a7C t i Il. h_dtea'147-1., Loltia._) 5:41 4 rti S b ? , ~MI 01 , lolled dpj ot • /0 -4e,-f (Le 'kJ .f- - 4 . ed I , o , . it C a ) Aired a G'' 412 - / Mai 41?-6 ,..v.i I pt- . -- niav-e_e_i / , j 4 . aed • 0;13 , I 9 (-• ?'-f----' - t i lit- b . a os 4y) $,61 Ili-112e, _ . L. A mod . _..' - r L . p , c.A. • . ersivi rt.., o / litss i 7 - 4 -- a k - II 144246D di . 2ee4u-sz- 4 6W be-• 014eackogri4ei is Wu- sap A (,p2.0)c_, 'I 4/ 4011 e-k - IS& I d / 21 :-/tti'L stki althsitri po(,1 orz. we , - . demi, - • '4 4 , - / Aim- e.0 /0 -iod- 1itit%--,1 - TZ-U 41, I 4 f •-• vAlrliPt- .SitiA,i( be a to . 1 ki 114 .. wt- IA , 7 au, <fiv-6; 147.01fA, litA / di& 3:)..i 4 1/4i72 st Vild? a )1 61-s sit n r...0 64,4_ 9345 J ID I 6 i& ae.-Asi p ed 1 16, 6, 1. bt., 1114,0rA : c, lea it. I . i 1 4 c ) el Vte 12 44 a ninitywhyvi I its A A L b, 4 6 .6 ritAS i - ( ..dt. 11t& WI ti 6t 4 likhrt dd kpd lAte 5Afte-rAtd-A.V: A cri ICI A — iAlid i - leis & 6.c1 If liAve 4141 g i? - c iotA_ la& P nii vo nl IA kv 1 s t 2 , IA alu bC) 3 A/ W./ &it LOUR bt3 42b /478561 - GEOTECH CONSULTANTS, INC_ 13256 NE 20th Street, Suite 16 13ellevue, WA 98005 425-747-5618 FAX 425-747-8561 JOB LOCATION t GENERAL coNTRAcToR 7'4t Ho krtes GRA!, DING CON CTOR kk ;405 NEXT SITE VISIT; p/40 Com_itt. GEOTECH GENE M. CONTF7TORZSuREAINTENDENT aZits GRADING SUPERINTENDENT e DAILY FIELD REPORT TRAVEUPREp TIME TIME ON SITE TIME OFF SITE HOURS CHARGED CLI -NT/OWNER MILES VisiToRs n JOE NUMOER eeieal DATE L')4 ets_qf WEEK 7 .44.41 VVE: PERMIT NUMBER PAGE OF PAGE 0 2 re 2 __I 0 00 U) 0 W W u_ W ° 2 ° w z I- 0 z w u j • 0 0 O P- O I- W w I 0 — o Ili co 0 1-= F_ 11 TirA c (3 <RaP 1 D i bo3 Do. NdTC14SS fo '44s4) .: � r' .•• .... BdRiAl tnl6 fW�R'3�it�'��# � , 4 aP P l= These plans hay Works orks Departmc City standards. F omissions which adopted standards for the adequacy designer. Addition drawings after thi and will require a for subsequent ap Final acceptance i the Public Works Date: 2 I E, I understand that the Plan subject to errors and omi plans does not authorize t adopted cod= ordinanc tractor': c•o of a:r. )( QiP TP e /e tA.Vick) PA 1 0 F R r,M) JOHN 5dv0 1 ✓G � e, % 7 Puvi/ dio Noosc -- been reviewed by the Public nt for conformance with current cceptance is subject to errors and lo not authorize violations of or ordinances. The responsibility of the design rests totally with the , deletions or revisions to t date will void this acceptan resubmittal of revised drawi royal. By Date Permit No. L � i �4`�a tkf-14 rl f�� t \ 4, 1 ved oPY Check approvals are ions and approval of e violation of any Receipt of co �A plans acknowledckf. F's w,. 1 subject to field inspection t y tilities inspector. By: 1 * t Vp s 1415 olitrAvc) oinevw 1 gs i 6' Deg .2s7) 2 RECED CITY nF TUKWII A FEB 9 2004 PERMIT CENTER RECEIVED FEB 1 0 200 TUKWILA PUBLIC WOR S CITY A TUKW ILA ) VED 7 2094 ' 0 1:- :it u ffsfoN 2 ,i2 .Re- d P YC- h �-I 3 54)noy / y&v-c) t , w/ 6 Ri`7)::: L „t"% pile_ OsP 50 PovP Tj�P� 1 cr Puo\.N ,moo' F00 Z 4- W J U 0 0� H ..,.• -- w ��-=- CITY OF TU(tvliZA w = APPROVED U) u_ FEB 1 1 2�1� 2 �. J AS No i LL) u. ?. H Z ~` Z I— W W U 0".......W w . V It /6E IS F LY I 1/2., . . N5 CA . W U= O h- z Tice '� o Ljkt gaek Qbee -I G "To 1317c-b\ P ' f i1y0FTI o FEB 9 2004 PEROAIr ^.Fpir��• th 12 n agi y � ARO T t/O / N - ro i P0O . T c1 4.) ZOwt4 5 0007 Tt) `( C ,aiNtvec.T D TO y RO QAAnmSs w Aar I I . bt-i y '1 ov I u !,Q_ ` , � a-A9 C9'4 `t t W J . CITY OF TLI Q/ /iLA APPROVED FEB 1 1 2014 : _ l � BUILDING DI VISION la' X0■' /0, KO '0W 11\) L '‘ ) / p o(4) 1 ; (9 CITY RECEIVED A t.- 9 2004 PERMIT CENTER / u L VEQT .0% • ......... r.: Ja :r.�iklauutL•lfswtti;:.tlaiiiii : ,,w+ tLi • z ..., 0 z o 7 , 0 � m � - v c mm O-I =Z m > 11 r_ m o rncn 00 c � D z • t3v14. c c. 0 0 . 0 • \+ ,:k.\.' • . c`i0?'. .0. — .. . . e.'.. ;r • : .43 • • . >7 °) O . . 1) . y� . �4) 441 , ; a 9IN30 w ya 3 d : . .0 • .:,: � O OZ. 6 • � �,� V .40 .11l0 c ■ •, b n o 3 n i 3 9 3 a l �^s ; _? (� 1 ( ��; • ' 1 I. '41,A6°) k„,0) • 1 • NC C1 Y t'• t i , i l 7� r� f`�LiJ. tit. ..:i � _..._ ... i • I 1. 1 i/d IY/O•o 3 • ■ • • I I i • NV JU I co " I: c� lt? 1 •'11 •1 I r 1 :. , c .Q ,AN* (3. (1-ci /-‘) vtt4y> "14 •4 (')/1__. 4) • Xtg s' • N •tNi'*/ • . •, A • • ' 1• J HN 14:,34 • n GOULDS PUMPS APPLICATIONS Specifically designed for the following uses; • Homes • Sewage systems • Dewatering!Effluent • Water transfer SPECIFICATIONS Pump: • Solids handling capabilities: 2" maximum. • Discharge size: 2" NPT, • Capacities: up to 185 GPM, • Total heads: up to 38 feet TDH. • Temperature: 104°F (40°C) continuous 140°F (60%) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. FEATURES • Impeller: Cast iron, semi - open, dynamically balanced, non.clog with pump out vanes for mechanical seal protection. Optional Silicon bronze impeller available, • Casing: Cast iron volute type for maximum efficiency. Designed for easy installation on Al 0-20 guide rail. is Mechanical Seal: SILICON CARBIDE VS. SIUCON CARBIDE sealing faces for superior abrasive resistance, stainless steel metal parts, BUNA•N elastomers. ■ Shaft; Corrosion-resistant stainless steel. Threaded design. Lodcnut on all models to guard against Itts 2003 Goulds Pumps Effective November, 2003 83886 component damage on accidental reverse rotation. ■ Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. • Designed for continuous operation when fully submerged. MOTORS ■ Fully submerged In high . grade turbine oil for lubrication and efficient heat transfer, All ratings are within the working limits of the motor. • Class B insulation. Single phase (60 Hz): • All single phase models feature capacitor start motors for maximum Starting torque. MIMS MT 15 - 50 10 40 ... ....•;--- .... ...... • 30 • ws071 s - 1 ws0)1 ID • 1 0.• 0 0 20 L_ 1 0 10 • Built -in overload with automatic reset, • SJTOW or STOW severe duty oil and water resistant power cords. • 3/4 and 3/4 HP models have NEMA three prong grounding plugs, • '/4 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided m separately ordered starter unit, • STOW power cords all have bare lead cord ends. Bearings: Upper and lower heavy duty ball bearing construction. • Designed for Continuous Operation: Pump ratings are within the motor manufarnlrees recommended working limits, can be operated continuously co www.gouids•com 15 425 641 8685 Submersible Sewage Pump MOOS! 3886 60 1 20 WS_B Series Prosurance available for residential applications. - ISERIES WS_B' ! 2" SOLIDS RN) 750 10 ..h". i CITY OF T11KWfr • i _ - -- 9.2004 loo • • 120 • 25 CAPAC11v CITY OF TUiCaiLA APNRuvEl) FED 1 1 2Ofi4 flv l..JiL'1 OUP without damage when fully submerged. • Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. • Motor Cover 0 -ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS Goulds Pumps is ISO 9001 Registered. 140 160 l 1 30 35 P.02/03 rifted 10 Ul778arid • 6A 222 108 Standards By Canadian S1•ndards Association U5 FI NWa549 1 i 140 1006PM 1 1 40 45 m'a, Goulds Pumps ITT Industries :dr. Cei:s i•.4i+`dat,61 w$✓i1"u':41,44 -:,,a- ONoder HP Phase Volts Max RPM (lb Wt. ,) WS0311B % 1 115 10,7 1750 1750 W503189 Y 10 ► 200 6.8 145 63 WS03128 36 230 4.9 20 — WSO S118 86 123 115 14,5 — 48 W505188 30 — 200 8.0 58 35 W505128 , — 230 7.3 65 W505388 200 3.8 W5053211 3 230 3.3 WS05348 d60 1.7 W507188 1 200 11.0 W507128 230 9.4 1750 W507388 200 4.1 'I. W502328 3 230 3.6 WS07348 460 1.8 85 W510168 200 14.0 WS10126 230 12,3 W5103813 1 200 6.2 W510328 3 230 5.8 WS10348 460 2 9 W505378 'h 1,4 . 65 WS07378 'A 3 575 1,5 85 W510378 1 2.4 Order No. W5038 W5058 WS078 WS108 HP ► VI 'h % 1 R PM 10 1750 1750 1750 1750 IneM pa 2NI-1 1 peali 1E101 10 ► 80 122 145 — 15 36 90 116 152 20 — 50 86 123 25 - — 48 95 30 — — — 58 35 — - — 20 Item No. Description P 1 Impeller 2 Casing 3 Mechankal Sul 4 Motor Shaft 5 Motor 6 Bali Bearing 7 Pewer Cable 8 Casing O•ring JHN-29 -2904 14 35 M GOULDS PUMPS COMPONENTS MODELS /WAITED IN U.S.A. 7 .i ; • I I I DIMENSIONS 814" (All dimensions are in inches, 0o not use for construction purposes.) CAN' OF TUKvirt.tl ��rr� Could% Pumps and the ITT Engineered Blocks Symhnitir il registered trademarks and tradenames of Pl•I' lndustrin. •( 12' 3► ROTATION 1� 61f4' .s i n 1 „KI;! SPECIFI E I' S 4E 3UBJErCT Tb CHANGE WITHOUT NOTICE. PNS =; WSB Series KICK BACK 425 641 8885 P.03/03 Submersible Sewage Pump MODEL 3886 A 19” SEWAGE EJECTOR SYSTEM RECEIVED CITY OF Tt 1KUn' r FEB 9 2004 PERMIT CENTEI 2' NPT PERFORMANCE RATINGS (gams pe- minute) 5 Unassembled Package Order Numbers and Components — Use these simple order numbers to purchase all the components necessary for a complete residential system. All packages include: 'Basin with Cover: A7 - 1830P *Check Valve: A9.2P • Float Switch: 115 V = A2E21, 230 V = A2E22 • Pump — see below Package Order No. / Pump Model / Voltage SWS0511 B W5051113 (115 V) SWS0512B WS0512B (230 V) Goulds Pumps <%b ITT Industries TOTAL P.03 APR - 07-2004 02:03PM FROM-TERHUNE HOMES 1 1 P03° GEOTECH--1 CONSULTANTS, INC. , ., ` =1 i , 13256 NE 20th Srr+eer, Suite 16 Bellevue, WA 98045 425. 747 -5618 FAX 425. 747.8561 4- ` J LOCATION OENSRAI GONTMETDR GENERAL coh ra4CTOFA'S SUPORINTENOENT NEXT SITE VISIT; COPY To. ■■•■••■•■• GRADING CONTRACTOR GRADING SUPSFIINTENOCNT VISITORS PAGE / • OF , 253-654 -6592 T -'.33 P.004/005 F -536 DAILY FIELD REPORT TRAVEUPA - ePf f,A,p JOG NUMBER /a Tim ON. SITE OATS TIME OFF SITS DAY OF OF WEEK 17.0:1 CHARGED WEATHER M CI. IOW 4 —11'4‘/-÷ MILES PERMIT NUMBER Z ~ W G U0 N • W WI • LL W ? � d = W _ Z F.. Z 1- W w U C) 09_ 0)— W W 2 t-- H • O Z W = 0 Z • rsr/, / 4 .'' _ • ., ,...- .J •4.a . .. — ,.' G I /..' - .vet/ akilt',/QL/G- f �Lr - ,.!. G 1 4 In Al. • w -1 r .. ..AV de. • . .,_, el e• .r .7- "VG / AT �r :. , , L _ _ . #.410 ._ . ; _.�. . # 1 Ix AM/ /014 - r1 4. APR - 07-2004 02:03PM FROM-TERHUNE HOMES 1 1 P03° GEOTECH--1 CONSULTANTS, INC. , ., ` =1 i , 13256 NE 20th Srr+eer, Suite 16 Bellevue, WA 98045 425. 747 -5618 FAX 425. 747.8561 4- ` J LOCATION OENSRAI GONTMETDR GENERAL coh ra4CTOFA'S SUPORINTENOENT NEXT SITE VISIT; COPY To. ■■•■••■•■• GRADING CONTRACTOR GRADING SUPSFIINTENOCNT VISITORS PAGE / • OF , 253-654 -6592 T -'.33 P.004/005 F -536 DAILY FIELD REPORT TRAVEUPA - ePf f,A,p JOG NUMBER /a Tim ON. SITE OATS TIME OFF SITS DAY OF OF WEEK 17.0:1 CHARGED WEATHER M CI. IOW 4 —11'4‘/-÷ MILES PERMIT NUMBER Z ~ W G U0 N • W WI • LL W ? � d = W _ Z F.. Z 1- W w U C) 09_ 0)— W W 2 t-- H • O Z W = 0 Z Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: rcLcit n e . Grantee/Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section/Township/Range: Assessor's Tax Parcel N umber(s): 5 , 17,/0- d Property Legal Description (abbreviated): 71S V Hi/lman3 /Y1eac to c.rden � �i i I lot 4 of r� .vilrn. 64A A03 0 ffC a/06306 /g9o0o09 sJ 3LA The Grantor, 'erd& n� J hfl -7 , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington M unicipal corporation, the following described public water /sanitary sewer /storm water utility improvements: I ice +eC me, -t box, a5 linear" K C 3 /y" Serii C.� ENGINEERING COSTS: $ CONSTRUCTION COSTS: $ TOTAL: $ 5O .00 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page I of 2' situated in King County, State of Washington. DATED this 24th day of Sep4t Mr , STATE OF WASHINGTON ) COUNTY OF KING ) On this 244 day of Septm,er , 200 2, before me personally appeared Verc/c4)me- .lohhso », to me known to be the own eY of //SIM 1 /44 j & Sorcfh , e-, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under e 00T4 y y�• au 11. ...... ACCEP*11) OVED for the City of Tukwila this 6n fkli iiial seal this 24LM day of Sep�e m4&r , 2004. , tP . 'U G GRANTOR: SS. By: By: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS 1 (signature) " _ V v� t2lU� S a k n (print name) (title) Type/Print Namelni A. 1) eac Notary Public in and for the y State of Washington residing at Re i.o✓l My Commission expires 6— /(, -0. CITY OF TUKWILA Steven M. Mullet, Mayor day of DEPARTMENTAL APPROVAL: James F. Morrow, Public Works Director APPROVED AS TO FORM: City Attorney's Office RECEIVED FOR FILING: Jane Cantu, City Clerk Page of a. Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: rej -An e. Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): JO Assessor's Tax Parcel Number(s): q &, C� Property Legal Description (abbreviated): 7-/-8 y h ' )//man % /l1 eadotO rden D :* I 4 7a 16, 64 A X05 g ‘-c -41 aoo 3 o6/J9000 9 54) 34A The Grantor, �er'dtc yre T'h/22 1 , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington Municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: 1 (octf€ r rnefe r bo , a5 /in ea r t o-C `l :pe_ K e pe( 31y" SefLiiC.� ENGINEERING COSTS: CONSTRUCTION COSTS: TOTAL: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Above this line reserved for Recorder's use $ $ O.o 0 $ 5 Page / of 2 situated in King County, State of Washington. DATED this 2 day of Sdpier»ber , STATE OF WASHINGTON ) ss. COUNTY OF KING ) r • GRANTOR: By: On this 247 day of S'epfemheei , 200 before me personally appeared frercil,laVoillisoi, to me known to be the owner of II gip 44 ?Jac& Sne4 , Waste- eerperati-en-, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under rq 4n® seal this 2 day of Sep )'elm &r , 2005). Q' ', 16 � . C1; s, n ., — A. : -f.•. , :0 NOT�Ay g y m r a•• • � cn. r • • r 3k * tieLIC+ ' C• PTE •4 ' �r� � OVED for the City of Tukwila this g day of DEPARTMENTAL APPROVAL: s F. Marrow, lic Works Director APPROVED AS TO FORM: City Attorney's • "ce RECEIVED FOR FILING: ki t eiJane Cantu, C ty Clerk DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS (signature) (print name) (title) Caw a AT Type /Print Name A. Deacy Notary Public in and for the State of Washington residing at Rehfo►i My Commission expires 6—/6-0? (JSteven M. Mullet, Mayor CITY OF TUKWILA B Page , of .._.. :..: i. 4 .v.i siilla�xi'i lktsadli zLi.!!G: Gir : />< l ied 1 rl / tp > II( �1i/'r c ? /l /41 /,' l am / /4./ id/ , / /// /(// 7 /I! /., -�/ - /:r. /A/ rik /7 j 1 1 / n ( ti I IhI/ I A (1r r71'1riz / /c /C / / / / //Ff!<�c /rc..w � Iv / (�1�/I//! /di`( itr // (l- // // /2 I , /r 1 i l c l r••' /.i S '14h,/ /'fit/ / /// 'i/ /�, /et 1, /' / //. /t.// /F • 7 'IP ' � /.., -e/. l/ r/ (re ✓.2 ri/S 4 / /c: TIIIa / will, ll€ tt'o/ /ipk. / (w m% #G/ 'Jr /T/tils /I' / /1//• /4 //i 11 i44i f /me/ / , y /, / )1 Its ( 6. •� / Req. /./ /F / l(fS . :1/( I•lrr/ /���r r. 4,17(. 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GI C�l i -.� c r i i I y� " 7V : /'V(' fl 74 l. /I V( / ,( ehSI!/ Oil 641 St I/S I jell S /I P// / / TJ(//? z. // /wi l `/i( ,I ., 5/7i. fed 4' 1„,(4,0# 1 n /c /►(Lf (' 1iiicA WW1 /(li rlli//ftlttr'/'S 4f/( � - �if.l:,1 , ) ?I ?11)4i/ / G P 1 r' /VI / /IV /14 4 4 .�' , o /ts. ,K ,/ Evf11 4t(U6t i1 `1•lI(7F ry seveizt.f 4.1.44 /' ((llll deit Jiff it vl : -f(1 /!•4.( /( /1/(eil --/A, I7CSii(-(111f C. , i4-;(! rr0 ow111'I `'(1/l I - rrc-/ /rl/ /1.'1/Ir.I(' I �F 1,I, �/ /I /l /!/ I.( 4/1 s/ 11 -{ 41I .)n Pl.. 4:( f Sr14, .‹ 11 II /!fi {/iP1 , h p `6 /?c(- . / Afe ? „-/ -c7' /1 �. j hIIi /I • /0 I( Nils '/ rlor /((1//(il/1/ t /('!1/: j• /(/11.1• �/IIS 1 lttl/j1C(C� / !t I JICttl/'1/:1Z / l �/(. /(IIIIII/( 111 /t'(ic.'1 / 111,11 14., 4 Il/' //lll /EfklilLi: . }�I� /1/ (? I % /('(tJ1le ( ' /11,1'1 /lil 51/ lrl( llrf uc . ( //� ku l r j /C(r� /JVF/ ,�1 /._. i <// 4 /SD r''h /> /t/I1h /sc' 1 1k.i r/f tvIe! l /•I1AI < (, J RECEIVED CITY OF TUKWILA IVO f Ell . 1285 PERMIT CENTER GEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425- 747 -5618 FAX 425- 747 -8561 NEXT SITE VISIT: COPY TO' DAILY FIELD REPORT JOB LOCATION //$ •1eX • O'‘ , '-aC /c/l • 'T/ ‘41/( GEISSAL CONTRACTOR lly /1' ,4t! /l / S GRADING CONTRACTOR , 1 f /. Pr?cs. GENERAL C NTRACTOR'S SUPERINTENDENT --p / c:!414 GRADIN S UPERINTENDENT ,./ TRAVEL/PREP TIME / Ai TIME ON SITE /OP: l TIME OFF SITE HOURS CHARGED CLIENT /OWNER MILES VISITORS JOB NUMBER DATE i 1/ �be /die // 7, �' DAY OF WEEK / l Li'G////i el WEATHER r .4' i! PERMIT NUMBER PAGE / OF KT /l.'>11'XtI/ r 1 T I- IAI,r SIGNATURE: • ... . . ,: .. i t 771*"7" `.Fd'f�- ,?Fx'"• 7S?�t'c`,A; "fiL'�R,"��d'�S ` ma�s�cfa +�S'3."<* ;�4i' '*g'CJw,:C•'TR' �w Y %'v�; r . >, , . �.. r .. , v, .....- -- --- di/ Gy/ Gaem4 emi: 457478561 GEOTECH PAGE 01 GEOTECH CONSULTANTS, INC. 13256 NE 20 Street, Suite 16 Bellevue, WA 98005 (425) 747 -5618 FAX 747 -8561 z rii o JN: 04010 1-- w CL 2 To Carl Finny Kristopher T. Hauck /m r.c. R. 1 , ..Iwjs J o Co.: Terhune Homes Date; January 29, 2004 co w Address: FAX: (253) 854 -8592 _i F Phone: (425) W 0 RE: January B, 2004 Field Report - C�(�� a ` j ° `2-B V - u. 4 = As you requested, we have prepared this typed duplicate of our January 8, 2004 Daily Field Report. z H "Onsite as requested to observe test pits for the two residences. I observed two test pits, one in the w o front of Lot 1 and one in the front of Lot 2. Each test pit encountered approximately 4 feet of topsoil 2 n and soft sandy silt/silty sands, with abundant roots. This soil is underlain with saturated, fine silty v O a sands to a maximum explored depth of 10 feet below existing grade. These soils are alluvial o deposits, as anticipated, and are generally loose. w w U Due to the loose, fine- grained and saturated conditions of the site soils, there is a moderate to high LL, 0 potential for seismic liquefaction. Because of the risk, 1 recommend that the foundations be - z co = 'k overexcavated to the sands (approximately 4 feet from exgrade) and backfilled with 2- to 4-inch j clean, crushed rock or 2- to 4 -inch clean, recycled concrete for a minimum of 18- inches thick. The H H trench excavation shall be a minimum width of the footing width plus the depth of overexcavation (as z shown as an attached on the next page). In addition, the footings should be redesigned to be continuous throughout (no isolated pads) and designed to span a minimum of 10 feet without soil support. This will help to limit differential settlement. Please call if you have any questions ". The attached copy of the Daily Field Report contains a sketch for typical overexcavation under footings. These are typical recommendations intended to reduce, but not eliminate, differential foundation settlement due to consolidation of loose soils or seismic liquefaction. Installation of piles, which is the only method for preventing differential settlement, is generally not practical for "typical" residential construction in this area. Attachment: January 8, 2004 Daily Field Report CC: RECEIVED FEB - 6 2004 PAR • Page 1 .«.�- •A''.(: e:;y':'li,:.:::`.:,::�:: °v e' ltan?iww. w..% Y, 3Dl3GJ3i31Na,. drP+ wn .�w�..nr »,......•.............. ...- .�we+,.,K ag;1% en u4P7e6' 74 0,6_See 474:5 i t 2 Rl�'t�iA2 ‹:1 . / OJ)D / o4 � 0 T1'y a1 e on,/ ,W Lot- I i / ii't 1 P 4 • " _ / o Z, igef is 0 / GnLd erz el • /,I • • 4/ Q1v.d � .azA.0,fl v1 Cr/c;4 70>s 440,/ Gt6Ai.4 . Al' �L >2 ceic S r� aC in /m1, / - i n I .S 0 611 7 U / fra -4 't . / r a( . S.4. i --eat 1 1aee --d d 0 1 /0 "t ,L6 iAi _ - Ea-de _ , Vii,ce -AA/ ,4 / vQ, d i. ■ _ w di} 'Ili-ea 4 •Ld ata - •�r.> ....4s £4 •4, 11A-k- in oS�� f 1Z4tw,rC� i a. __,/ :. £lcd ,4? : i 025 of- i f rr'��(es y�� •;4-s t L g mod j . /, L ,, 6*. • / -74 S /t_, iiiarts 4 J l and. 196. oveee-tedvblej 46 iii Sa vt ds C 4 d a-c... Y Low/ P ' ,eiz,k46 441/d 4 � Vn% 2 - { b - In.#(•, vt 02Gf t.t ,? o 0 e. n ,/,.... - _. 2 , a , 4 G , A / fl/A. al /E3 -1i1 , rile, . - h7- , - ✓c is _ .£k 1 r be Q w h-t i IU xhidA --rti_e r c r D &-e 1.0 t d � , Iu.S 6 UG124�2 (/45! 71 )1 L QS Si i..� ._ E'bap fl y{, y ., J �D 1 bi rah t CA f r234 t5 J2 b8 ae. 4(4cr • y1 e I r K I c& an nD /SD 161,- • _ J •e .. a triivri I~wi 4 A L ¶ 1 4 t, 1 14 1. . dd-E-bi4pd--;,t,1 ■ ase 6s,11 - i f 1 v 4 ; 4 4 1 9 s - h ow ?A ,x A l i Ivt 01/29/2004 09:58 4257478561 x GEOTECH CONSULTANTS, INC_ 132.56 NE 20th Street, Suite 16 Bellevue, WA 98005 425- 747 -5618 FAX 425- 747 -8561 NEXT SITE VISIT; GEOTECH PAGE 02 DAILY FIELD REPORT TRAVEUPREP TIME JOB NUMBER Ct/Ol o TIME ON SITE 11MS OFF SITE OATS c DAY WEEK p T tu • HOURS CHARGED WET_HER _ 0 GENERAL CONTRACTO 7 He her_ s GRADING /4 � CO jRl1CTOR 5 ( rv � `J�. l . �j a . GENERAL., CONT TOR'S SUPERINTENOENT / Tort, GRADING SUPSRINTENOENT rk� MILES VISITORS PERMIT NUMBER PAGE / OF / I SEP -02 -2003 14:18 FROM: JU4-0t -2008 02144PM FROM- TERHUhr dOMES j TERHTJNE HOMES Johnson Residence Per 1997 tI13C using cQ ' v 4.0 Seismic Zone : 3 Exposure : 1B' Wind Speed : 80 mph Snow Load : 25 psf • 253 - 164 -1602 July 7, 2003 TO:253 854 8592 Lateral Load Analysis for: T -704 P.002/006 F-553 'fcrhunes Inc P.O. Box 1267 Ifcnc, Wahinl i n 980351267 WY OF Mv1Lk Af 'R Y €D FL, L, 1 1 2333 AS W iL 0 This lateral has been personally reviewed by me and it is in full compliance with the 1997 Uniform Building Code. RECEIVED f:ITY OF TIIKWILA SEP 1 1 2003 PERMIT CENTER ,• OF u c V XPIRES 03 -16 - /AA V I> a,\c� Me Kc:nr 253854-9500 Statile: 206.624.3365 Tacwra 253. 272.3111 1POO437- -7125 PAX; 25385441592 P.005'807 ' I A — B 12.0 C 28.0 E 50.0 Walls H o l ddo wn s Struts i -> Story : 1 10.0 1 3 4 30.0 36.0 1 1 • • • • • • • • • • • • 88- 14 -2OB3 JOHNSON 5 52.0 1 El 1 -1 [ 7/16" Sheathing w/ 1Od Box] [Gr III Species 1= [ Simpson Strong -Tie Holdown I L Gr III r ecies [ Simpson Cnnctr I *-Exceeds maximum table value .i.uµ:.:...aua•n. 4w.iyt..� i. Wnu'.fiirix�.iik Z Z QQ= JU 00. co. W= WO u. Q ='. Z � i- O . z !- W U 0 0 0 1- W La U' L I 0 .. Z W = . 0 ~ Z 4 A — D 38.5 X-> Walls Ho l ddowns Struts 2 Story : 2 4 10.0 36.0 n 1 08 -14 -2003 JOHNSON [ 7/16" Sheathing w/ 1Od Box] (Cr III Species ]_ [ Simpson Strong -Tie Holdown ] I Gr III species [ Simpson Cnnctr ] *-- Exceeds Maximum table value [ Shear Wall Notes ] GENERAL NOTES (applies to all shear walls) 1) Block all panel edges with minimum 2x (51mm) blocking. 2) Framing to be a maximum of 24 in (610mm) oc. 3) Offset panel joints on each side of wall minimum one stud bay. 4) Apply nailing to all studs, top and bottom plates and blocking. 5) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. 6) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. 7) Fasteners shall be driven flush with surface of sheathing. SPECIAL NOTES FOR SHEAR WALLS (applies to walls specifically noted) a) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 the anchor bolt spacing has been decreased by 1/2 (use 2x). b) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. c) For shear walls 1 and 2, framing, to be a maximum of 16 in (610 mm) d) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). e) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. f) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. g) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. v + +...ua [ 7/16" .cur. t u.aacuu Sheathing c J w/ 10d Box] 0.71 111 . L..J �L .. J SW # Shear Wall Sheathing [Thick (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Klf) Notes r-1 N M d+ 111 lO i" CO 01 1/2" 1/2" 7/16" 7/16" 7/16" 7/16" 7/16" 7/16" 7/16" GB (1) GB (2) OSB(1) OSB(1) OSB(1) OSB(1) OSB(2) OSB(2) OSB(2) 6d @ 7 6d @ 7 10d @ 6 10d @ 4 10d @ 3 10d @ 2 10d @ 4 10d @ 3 10d @ 2 5/8" @ 72 5/8" @ 64 5/8" @ 48 5/8" @ 32 5/8" @ 12 5/8" @ 8 5/8" @ 24 5/8" @ 18 5/8" @ 12 16d @12 16d @ 6 16d @ 5 16d @ 3 16d @ 2 16d @ 2 2 - 16d @ 3 2 -16d @ 2 2 -16d @ 2 16d @ 8T A35 @32 w /12 -8d A35 @24 w /12 -8d A35 @16 w /12 -8d A35 @12 w/12 - 8d A35@ 9 w /12 - 8d 2 A35 @l5 w12 - 8d 2- A35 @12 w12 -8d 2 -A35@ 9 w12 -8d 0.10 0.17 0.23 0.34 0.45 0.60 0.70 0.90 1.20 c,d b,c,c f f a,e,f a,e,f a,b,e - g a,b,e -g a,b,e -g T for Toe Nailing; GB for Gypsum Board; OSB for Oriented Strand Board [ Shear Wall Notes ] GENERAL NOTES (applies to all shear walls) 1) Block all panel edges with minimum 2x (51mm) blocking. 2) Framing to be a maximum of 24 in (610mm) oc. 3) Offset panel joints on each side of wall minimum one stud bay. 4) Apply nailing to all studs, top and bottom plates and blocking. 5) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. 6) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. 7) Fasteners shall be driven flush with surface of sheathing. SPECIAL NOTES FOR SHEAR WALLS (applies to walls specifically noted) a) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 the anchor bolt spacing has been decreased by 1/2 (use 2x). b) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. c) For shear walls 1 and 2, framing, to be a maximum of 16 in (610 mm) d) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). e) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. f) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. g) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. L [ [ L ...I.uJWll I- 71.11GkAU.1. [ Simpson Strong [ Simpson 2003 Catalog G J I. t7L J.J.J. -Tie Holdown ] ] 01.J ' u,l, Foundation Level HID Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number STHD8 X X X X X X X X NNNNN•d N N N N N (24) 16d - -- 2.21 STHD10 (28) 16d - -- 2.88 STHD14 (38) 16d - -- 4.30 PHD6 (18)SDS3 7/8 "0 5.86 PHDB (24)SDS3 7/8 "O 6.73 HD10A (4)7/8 4 7/8 "b 9.54 HD14A (4) 1" 0 1" 0 11.08 HD15 (5) 1" 0 1 -1/4 "0 15.30 L [ [ 11VJ.,.. W L1 IJL.11GUU.LG , Simpson Strong -Tie Simpson 2003 Catalog L GL Holdown ] ] III o})eU1eb J —+ Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number CS18(36") X X X X X > 4 4 4 X NN NNf7 MM re) 'O N N N N N N (18) 10d - -- 1.27 (2)CS20(36 ") (18) 8d ea - -- 2.01 (2) CS18 (36 ") (18) 10d ea - -- 2.54 (2) CS16 (48 ") (28) 8d ea - -- 3.30 MST60 (56)16d ea - -- 5.80 2)MST37 (42)16d ea - -- 7.63 2) MST48 (46) 16d ea - -- 8.92 2)MST60 (56) 16d ea - -- 11.60 HD15 (5) 1"0 5/4"0 15.30 r [ Holddown Notes ] GENERAL NOTES 1) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). 2) Refer to manufacturers' catalogs for minimum distance to foundation corner; minimum backing member size; & anchor bolt embedment depth. 3) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. 4) 2x_ and 4x_ posts at holdowns shall be of #2 grade or better, and 6x_ posts of #1 grade or better. 5) The stud fastener for STHD's shall be 16d sinkers 6) Use STHD8RJ for STHD8, STHD1ORJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. 7) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories z W 6 U O co o cn w � LL • 0 5 w j C a = w H z � �- O Z f- w U O N O F_ w w • O .. z W = 0 z L [ +...... u.a.N..V1.14.CA i I.) iJ 19/32" Sheathing w/ L. 1.1.LG J LLT.!. 10d Common ] . .14.1..L. opuul J Dia # Diaphragm Case Nailing (in o.c.) Bndry Edge Allowable Shear (Klf) Notes ri N M d Lf) Unblocked OTHER Unblocked CASE 1 Blocked Blocked Blocked Blocked Blocked Lf) LC) '4 • N N N 10 101Dlfld { M M 0.21 0.28 0.32 0.42 0.64 0.73 0.82 CO M M M rl r1 rl H ri ri N L [ r.l.vv.l. 1J1.a.pllla oull uU1C J 23/32" Sheathing w/ 10d Common ] 0.21.. l/ .LJ. J1.Je J.LE Nailing Allowable Dia Diaphragm Case (in o.c.) Shear Notes # Bndry Edge (Klf) Unblocked OTHER 1p101flkr)dt Ml0 d4 re) c'n 0.21 1 Unblocked CASE 1 0.28 1 Blocked 6 0.32 1 Blocked 4 0.42 1 Blocked 2.5 0.64 1,3 Blocked 2 0.73 1,3 Blocked 4 0.93 1,5,6 Blocked 4 1.30 1,5,6 Blocked 2.5 1.51 1,5,6,7 Blocked 2.5 1.81 2,5,6,7 •' [ Diaphragm Notes ] GENERAL NOTES a) Staples shall be installed with crown parallel to framing member. b) Fastners shall be driven flush with surface of sheathing. c) Space nails @ 12 in oc along intermediate framing members. d) Provide boundary nailing @ continuous panel edges Cases 3 & 4. e) Provide boundary nailing @ all panel edges Cases 5 & 6. f) The high -load shear values as listed in ICBO ER 1952 can also be found in Table 9.10.1.3a of the 1991 NEHRP Provisions and Table 2306.4.6.1 of the 1993 National Building Code (by BOCA). SPECIAL NOTES (apply to diaphragms specifically noted) 1) APA Rated Sheathing, STURD -I -FLOOR EXP1 /EXP2 /EXT or C -C /C -D Plywood. 2) Struct I APA Rated Sheathing EXPl /EXT or Struct I Plywood. 3) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 4) All members to be 4x minimum w/2 lines of fastners (ICBO ER 1952). 5) All members to be 4x minimum w/3 lines of fastners (ICBO ER 1952). 6) Special inspection is required in accordance with ICBO ER 1952. 7) Provide boundary nailing @ all panel edges Cases 3,4,5 & 6. 8) All members to be 3x (76mm) minimum. G?» Y1xfitK; i` M.,. �a• X".', lf'.' 7':!;.: 5.'Ak+i,'�:r- �.a�• <,, Terhune Homes, Inc. Time : 14 :32:16 Date : 08 -14 -2003 2 2 1 1 2 2 2 1 2 2 3 1 2 4 1 1 1 1 1 1 1 1 2 1 - 1 2 1 4 1 1 1 2 2 4 1 1 1 3 1 1 - - 1 4 1 5 2 2 1 5 1 1 1 1 * Exceeds table capacity None required _ _--- as - - -� SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD am .1D WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 SW selection based on file: W7HF10B.TBL HD selection based on file: HCWA.TBL OCWA.TBL Terhune Homes, Inc. Time : 14:32:16 Date : 08 -14 -2003 z = =____ SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 A 1 2 1 1 2 D 1 2 1 1 1 A 1 3 1 1 1 A 2 3 1 1 1 A 3 3 1 1 1 B 1 2 1 1 1 C 1 3 1 1 1 C 2 3 1 1 1 C 3 3 1 1 1 C 4 3 1 1 1 E 0 - - * Exceeds table capacity - None required WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 SW selection based on file: W7HF10B.TBL HD selection based on file: HCWA.TBL OCWA.TBL Terhune Homes, Inc. Time : 14 :32:59 Date : 08 -14 -2003 Ht (ft) 7.8 - 8.8 - SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Occupancy Cat. 4 Soil Profile = C Period = 0.16 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.183 R X -Axis = 4.5 BSF X -Axis = 0.183 WIND DATA: 1997 UBC1 Wind Exposure Wind Speed Structure Imp Factor Story 2 Story 1 __ = B = 80 = Enci /Unencl = 1.00 _ Z = 0.30 I = 1.00 Ca= 0.33 Load Summary (I to Y Level (K) DL Seis Wind DL -- 2 - 12.0 3.3 2.6 13.0 1 - 26.6 3.8 6.9 26.5 Base Total 7.1 9.5 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 of 5 I( to X Seis Wind 3.5 3.9 3.8 6.5 7.3 10.4 Terhune Homes, Inc. Time : 14:32:59 Date : 08 -14 -2003 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 2 of 5 z ~ w re 2 WALLS Parallel to Y -Axis p X X Y coo Story 2 w H Line 2 Wall 1 10.0 10.0 0.0 7.8 10.0 10.0 0.010 0.0 2.5 7.0 w o Wall 2 10.0 10.0 17.0 7.8 6.5 6.5 0.010 7.0 2.5 0.0 2 Wall 3 10.0 12.0 23.5 7.8 15.0 15.0 0.010 0.0 10.5 0.0 Q Line 4 u. Wall 1 36.0 36.0 0.0 7.8 18.0 18.0 0.010 0.0 13.5 0.0 = d Story 1 1-w Line 1 z ~ Wall 1 0.0 0.0 12.0 7.8 7.4 7.4 0.010 0.0 7.5 4.0 z 0 Wall 2 0.0 0.0 23.4 7.8 24.6 24.6 0.010 4.0 2.5 0.0 W Line 2 D 0 Wall 1 10.0 10.0 0.0 7.8 6.5 6.5 0.010 0.0 0.7 5.5 8co Wail 2 10.0 10.0 12.0 7.5 5.8 5.8 0.010 5.5 0.7 0.0 aI-- Line 3 wW Wall 1 30.0 30.0 29.5 7.8 20.5 20.5 0.010 0.0 16.5 0.0 i-S Line 4 O Wall 1 36.0 36.0 5.5 7.8 8.3 8.3 0.010 2.5 1.7 0.0 u Line 5 U Wall 1 52.0 52.0 0.0 10.0 15.0 15.0 0.010 0.0 0.0 0.0 OE Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X -Axis Y Y X Story 2 Line A Wall 1 0.0 0.0 15.0 7.8 16.0 16.0 0.010 4.0 5.5 4.0 Line D Wall 1 38.5 38.5 12.0 7.8 13.0 13.0 0.010 0.0 4.5 4.0 Story 1 Line A Wall 1 0.0 0.0 10.0 7.8 7.5 7.5 0.010 0.0 5.0 6.0 Wall 2 0.0 0.0 36.0 10.0 3.3 3.3 0.010 12.0 15.5 2.5 Wall 3 0.0 0.0 48.0 10.0 4.0 4.0 0.010 2.5 15.5 0.0 Line B Wall 1 12.0 12.0 0.0 7.8 10.0 10.0 0.010 0.0 5.5 0.0 Line C Wall 1 28.0 28.5 0.0 7.8 12.8 12.8 0.010 0.0 10.0 2.7 Wall 2 28.0 28.5 15.5 7.8 8.5 8.5 0.010 0.0 10.0 0.0 Wall 3 28.0 28.0 36.1 10.0 4.5 4.5 0.010 0.0 15.5 2.5 Wall 4 28.0 28.0 49.1 10.0 2.9 2.9 0.010 2.5 2.5 0.0 Line E Wall 0 50.0 50.0 0.0 0.0 0.0 0.0 0.010 0.0 5.5 0.0 z Terhune Homes, Inc. Time : 14:32:59 Date : 08 -14 -2003 _ LINES Parallel Roof Level Lines 2 4 Level 1 Lines 1 2 Lines 2 3 Lines 3 4 Lines 4 5 _ to Y -Axis = _______= = =_ = - = -= WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 3 of 5 = 38.5 0.010 0.000 0.000 0.0 N 0.010 38.0 0.010 0.000 0.000 12.0 N 0.010 50.0 0.010 0.000 0.000 0.0 N 0.010 28.0 0.010 0.000 0.000 0,0 N 0.010 28.0 0.010 0.000 0.000 0.0 N 0.010 = = INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) == 2.72 2.72 2.527 2.527 3.857 3.857 LINES Parallel to X -Axis Roof Level Lines A D 26.0 0.010 0.000 0.000 10.0 N 0.010 4.3 4.3 Level 1 Lines A B 42.0 0.010 0.000 0.000 10.0 N 0.010 0 Lines B C 52.0 0.010 0.000 0.000 0.0 N 0.010 Lines C E 30.0 0.010 0.000 0.000 0.0 R 0.010 3.2 3.2 Terhune Homes, Inc. Time : 14:32:59 Date : 08 -14 -2003 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS Parallel to Y -Axis Story 2 Redundancy Factor 1.00 Ln 2 1.2 1.3 ti WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 4 of 5 = S- Support required beneath holddown M- Manaul input of holddown _ NO OW Wall 1 0.037 0.041 0.8 0.0 0.0 -- Wall 2 0.037 0.041 1.2 0.0 0.0 Wall 3 0.037 0.041 0.5 0.0 0.0 -- Ln 4 1.2 1.3 Wall 1 0.065 0.071 0.4 0.0 0.7 -- Story 1 Redundancy Factor 1.00 Ln 1 0.2 0.8 Wall 1 0.008 0.024 1.1 0.0 0.0 Wall 2 0.008 0.024 0.3 0.0 0.0 -- Ln 2 2.1 3.1 Wall 1 0.170 0.256 1.2 0.0 0.9 1.8 1.8 Wall 2 0.170 0.256 1.3 0.7 1.4 1.8 1.7 Ln 3 0.8 1.4 Wall 1 0.040 0.070 0.4 1.0 0.0 - Ln 4 1.6 2.9 Wall 1 0.193 0.347 0.9 0.3 0.8 2.4 2.4 Ln 5 0.3 1.3 Wall 1 0.020 0.084 0.7 0.0 0.6 0.3 0.3 WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 Ln A 1.2 2.0 Wall 1 0.078 0.122 0.5 0.4 0.4 0.4 0.4 Ln D 1.2 2.0 Wall 1 0.096 0.150 0.6 0.0 0.8 0.7 0.7 Story 1 Redundancy Factor 1.00 Ln A 1.6 2.6 Wall 1 0.109 0.177 1.0 0.0 0.2 1.5 0.9 Wall 2 0.109 0.177 3.1 0.0 0.0 0.8 1.3 Wall 3 0.109 0.177 2.5 0.0 0.0 1.3 1.4 Ln B 0.9 1.5 Wall 1 0.091 0.155 0.8 0.0 1.4 0.7 0.7 Ln C 2.7 6.2 Wall 1 0.093 0.216 0.6 0.0 0.2 0.9 0.8 Wall 2 0.093 0.216 0.9 0.3 0.0 1.1 1.1 Wall 3 0.093 0.216 2.2 1.3 0.4 1.7 1.6 Wall 4 0.093 0.216 3.4 0.6 0.0 2.0 2.0 Ln E 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 -- -- Terhune Homes, Inc. Time : 14:32:59 Date : 08 -14 -2003 LINES Parallel to Y -Axis _ _ __ WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 5 of 5 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Kif) (Kif) (Kif) (Kif) (Kip).xxL = Roof Level Lines 2 4 0.7 2.33 2.56 0.03 -0.03 0.03 -0.03 0.2 .50 Level 1 Lines 1 2 0.3 0.48 1.53 0.01 -0.01 0.02 -0.02 0.1 .50 Lines 2 3 0.4 1.37 2.21 0.01 -0.01 0.02 -0.02 0.1 .50 Lines 3 4 0.2 0.27 0.66 0.00 -0.00 0.01 -0.01 0.0 .50 Lines 4 5 0.6 0.60 2.53 0.01 -0.01 0.05 -0.05 0.2 .50 LINES Parallel to X -Axis Roof Level Lines A D 1.5 2.49 3.91 0.05 -0.05 0.08 -0.08 0.7 .50 Level 1 Lines A B 0.3 0.71 1.33 0.01 -0.01 0.02 -0.02 0.0 .50 Lines B C 0.3 1.11 1.77 0.01 -0.01 0.02 -0.02 0.1 .50 Lines C E 0.7 0.87 3.37 0.07 0.00 0.18 0.00 0.1 .00 Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 _ * * * * * * * * ** WALLS Parallel to Y -Axis Story 2 Line 2 Wall 1 Height Seismic Wall Force: 0.370 OTM • 3.442 Uniform DL: 0.025 Header DL : LT 0.000 RT Max Down : LT -0.344 RT Res Moment: LT 4.635 RT Holddown LT -0.119 RT Story 2 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Wall 2 Height Seismic 0.240 2.237 0.025 LT 0.087 RT LT -0.432 RT LT 2.470 RT LT -0.036 RT Story 2 Line 2 Wall 3 Height 7.8 SW Len Seismic Wall Force: 0.555 OTM 5.163 Uniform DL: 0.105 Header DL : LT 0.000 RT 0.000 Max Down : LT -0.344 RT -0.344 Res Moment: LT 18.529 RT 18.529 Holddown LT -0.891 RT -0.891 Story 2 Line 4 Wall 1 Height Seismic Wall Force: 1.165 OTM • 10.090 Uniform DL: • 0.135 Header DL : LT 0.000 RT Max Down LT -0.561 RT Res Moment: LT 31.055 RT Holddown LT -1.165 RT Wall 1 Height Seismic 0.056 0.846 0.075 LT 0.000 RT 0.150 LT -0.114 RT -0.264 LT 3.770 RT 4.769 LT -0.395 RT -0.530 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 Detailed Calculations * * * * * * * * ** 7.8 SW Len 10.0 HD Len 10.0 Wt 0.010 Wind 0.406 3.165 0.006 0.087 LT 0.000 RT 0.023 -0.432 LT -0.316 RT -0.339 5.423 LT 2.829 RT 2.980 -0.198 LT 0.034 RT 0.019 7.8 SW Len 6.5 HD Len 6.5 Wt 0.010 Wind 0.264 2.057 0.006 0.000 LT 0.023 RT 0.000 -0.344 LT -0.339 RT -0.316 1.958 LT 1.293 RT 1.195 0.043 LT 0.118 RT 0.133 15.0 HD Len 15.0 Wt 0.010 Wind 0.609 4.747 0.027 LT 0.000 RT 0.000 LT -0.316 RT -0.316 LT 7.918 RT 7.918 LT -0.211 RT -0.211 _ 7.8 SW Len 18.0 HD Len 18.0 Wt 0.010 Wind 1.278 9.969 0.035 0.000 LT 0.000 RT 0.000 -0.561 LT -0.554 RT -0.554 31.055 LT 12.240 RT 12.240 -1.165 LT -0.126 RT -0.126 7.8 SW Len 7.4 HD Len 7.4 Wt 0.010 Wind 0.177 1.380 0.075 LT 0.000 RT 0.150 LT -0.186 RT -0.336 LT 2.807 RT 3.550 LT -0.193 RT -0.293 :e a.r w cx+Mr•.r; f,?'��'". Atli° �I�csb .4S�A +3hN�'0- P.hw' } >:axt s.Y.�»�..,x. .w..,�..,._.,., r. Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 WALLS Parallel to Y -Axis Story 1 Line 1 Wall Force: OTM . Uniform DL: Header DL : Max Down : Res Moment: Holddown . Story 1 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Story 1 Line 3 Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown : Story 1 Line 4 • Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Wall 2 Height Seismic 0.185 2.811 0.025 LT 0.050 RT LT -0.164 RT LT 29.156 RT LT -1.071 RT Wall 1 Height Seismic 1.104 8.970 0.007 LT 0.000 RT 0.019 LT -1.380 RT -1.399 LT 1.616 RT 1.729 LT 1.131 RT 1.114 Story 1 Line 2 Wall 2 Height Seismic Wall Force: 0.985 OTM 7.684 Uniform DL: 0.007 Header DL : LT 0.019 RT 0.000 Max Down LT -1.344 RT -1.325 Res Moment: LT 1.342 RT 1.241 Holddown LT 1.094 RT 1.111 Wall 1 Height Seismic 0.821 7.544 0.165 LT 0.000 RT 0.000 LT -0.368 RT -0.368 LT 45.954 RT 45.954 LT -1.874 RT -1.874 Wall 1 Height Seismic 1.604 12.975 0.017 LT 0.021 RT 0.000 LT -1.585 RT -1.563 LT 3.104 RT 2.945 LT 1.189 RT 1.208 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 2 7.8 SW Len 24.6 HD Len 24.6 Wt 0.010 Wind 0.588 4.588 0.025 0.000 LT 0.050 RT 0.000 -0.114 LT -0.236 RT -0.186 28.049 LT 21.705 RT 20.881 -1.026 LT -0.696 RT -0.662 7.8 SW Len 6.5 HD Len 6.5 Wt 0.010 Wind 1.664 12.980 0.007 LT 0.000 RT 0.019 LT -1.997 RT -2.016 LT 1.203 RT 1.287 LT 1.812 RT 1.799 7.5 SW Len 5.8 HD Len 5.8 Wt 0.010 Wind 1.485 11.137 0.007 LT 0.019 RT 0.000 LT -1.939 RT -1.920 LT 0.999 RT 0.924 LT 1.748 RT 1.761 7.8 SW Len 20.5 HD Len 20.5 Wind 1.438 11.213 0.165 LT 0.000 RT LT -0.547 RT LT 34.210 RT LT -1.122 RT 7.8 SW Len 8.3 HD Len 8.3 Wind 2.876 22.435 0.017 LT 0.021 RT LT -2.724 RT LT 2.311 RT LT 2.425 RT Wt 0.010 0.000 -0.547 34.210 -1.122 Wt 0.010 0.000 -2.703 2.192 2.439 Terhune Homes, Inc. Time : 14:34:32 Date : 08-14-2003 WALLS Parallel to Y -Axis Story 1 Line 5 Wall 1 Height Seismic Wall Force: 0.302 OTM 4.395 Uniform DL: Header DL : Max Down : Res Moment: Holddown . LT LT LT LT 0.000 0.000 -0.293 10.125 - 0.382 RT RT RT RT WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 3 10.0 SW Len 15.0 HD Len 15.0 Wt 0.010 Wind 1.266 12.664 0.000 0.000 LT 0.000 RT 0.000 -0.293 LT -0.844 RT -0.844 10.125 LT 7.537 RT 7.537 -0.382 LT 0.342 RT 0.342 Terhune Homes, Inc. Time : 14:34 :32 Date : 08 -14 -2003 WALLS Parallel to X -Axis Story 2 Line A Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down : LT Res Moment: LT Holddown LT Story 2 Line D Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown LT Story 1 Line A Wall Wall Force: OTM • Uniform DL: Header DL : LT Max Down : LT Res Moment: LT Holddown LT Story 1 Line A Wall Force: OTM • • Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line A Wall Force: OTM • Uniform DL: Header DL : Max Down . Res Moment: Holddown . 1 Height 7.8 SW Len Seismic 1.244 10.599 0.055 0.110 RT 0.110 -0.772 RT -0.772 16.906 RT 16.906 -0.394 RT -0.394 1 Height 7.8 SW Len Seismic 1.244 10.431 0.045 0.000 RT 0.090 -0.802 RT -0.892 9.354 RT 10.407 0.083 RT 0.002 1 Height 7.8 SW Len Seismic 0.814 6.768 0.050 0.000 RT 0.150 -0.902 RT -1.052 3.240 RT 4.253 0.470 RT 0.335 Wall 2 Height 10.0 SW Len Seismic 0.353 3.825 0.155 LT 0.930 RT 0.194 LT -2.107 RT -1.371 LT 3.932 RT 1.779 LT -0.033 RT 0.630 Wall 3 Height 10.0 SW Len Seismic 0.434 4.708 0.155 LT 0.194 RT 0.000 LT -1.371 RT -1.177 LT 2.533 RT 1.836 LT 0.544 RT 0.718 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 4 _ 16.0 HD Len 16.0 Wt 0.010 Wind 1.953 15.232 0.014 LT 0.028 RT 0.028 LT -0.980 RT -0.980 LT 8.208 RT 8.208 LT 0.439 RT 0.439 13.0 HD Len 13.0 Wt 0.010 Wind 1.953 15.232 0.012 LT 0.000 RT 0.023 LT -1.172 RT -1.195 LT 5.072 RT 5.274 LT 0.782 RT 0.766 7.5 HD Len 7.5 Wt 0.010 Wind 1.330 10.377 0.050 LT 0.000 RT 0.150 LT -1.384 RT -1.534 LT 2.412 RT 3.166 LT 1.062 RT 0.961 3.3 HD Len 3.3 Wt 0.010 Wind 0.576 5.765 0.155 LT 0.930 RT 0.194 LT -2.704 RT -1.968 LT 2.927 RT 1.324 LT 0.873 RT 1.366 4.0 HD Len 4.0 Wt 0.010 Wind 0.710 7.095 0.155 LT 0.194 RT 0.000 LT -1.968 RT -1.774 LT 1.886 RT 1.367 LT 1.302 RT 1.432 Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 s as = x WALLS Parallel to X -Axis Story 1 Line B Wall 1 Height 7.8 SW Len Seismic Wall Force: 0.913 OTM • 7.678 Uniform DL: 0.055 Header DL : LT 0.000 RT 0.000 Max Down : LT -0.768 RT -0.768 Res Moment: LT 5.985 RT 5.985 Holddown LT 0.169 RT 0.169 Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Story 1 Line C Wall 2 Height 7.8 SW Len Seismic Wall Force: 0.790 OTM • 6.633 Uniform DL: 0.100 Header DL : LT 0.000 RT 0.000 Max Down : _LT -0.780 RT -0.780 Res Moment: LT 5.787 RT 5.787 Holddown LT 0.100 RT 0.100 Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . • • Wall 1 Height 7.8 SW Len Seismic 1.189 9.989 0.100 LT 0.000 RT 0.135 LT -0.780 RT -0.915 LT 13.124 RT 14.679 LT -0.245 RT -0.366 Wall 3 Height 10.0 SW Len Seismic 0.418 4.593 0.155 LT 0.000 RT 0.194 LT -1.021 RT -1.214 LT 2.324 RT 3.108 LT 0.504 RT 0.330 Story 1 Line C Wall 4 Height 10.0 SW Len Seismic Wall Force: 0.269 OTM • 2.960 Uniform DL: 0.025 Header DL : LT 0.031 RT 0.000 Max Down LT -1.052 RT -1.021 Res Moment: LT 0.555 RT 0.473 Holddown : LT 0.829 RT 0.858 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 5 10.0 HD Len 10.0 Wt 0.010 Wind 1.548 12.075 0.055 LT 0.000 RT 0.000 LT -1.208 RT -1.208 LT 4.456 RT 4.456 LT 0.762 RT 0.762 12.8 HD Len 12.8 Wt 0.010 Wind 2.767 21.581 0.100 LT 0.000 RT 0.135 LT -1.686 RT -1.821 LT 9.770 RT 10.928 LT 0.923 RT 0.832 8.5 HD Len 8.5 Wt 0.010 Wind 1.837 14.331 0.100 LT 0.000 RT 0.000 LT -1.686 RT -1.686 LT 4.308 RT 4.308 LT 1.179 RT 1.179 4.5 HD Len 4.5 Wt 0.010 Wind 0.973 9.727 0.155 LT 0.000 RT 0.194 LT -2.162 RT -2.355 LT 1.730 RT 2.314 LT 1.777 RT 1.647 2.9 HD Len 2.9 Wt 0.010 Wind 0.627 6.268 0.025 LT 0.031 RT 0.000 LT -2.193 RT -2.162 LT 0.413 RT 0.352 LT 2.019 RT 2.040 Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 WALLS Parallel to X -Axis Story 1 Line E Wall Wall Force: OTM • Uniform DL: Header DL : Max Down : Res Moment: Holddown . LT LT LT LT 0 Height Seismic 0.000 0.000 0.055 0.000 RT - 0.000 RT 0.000 RT - 0.000 RT = = 0.0 SW Len 0.0 HD Len 0.0 Wt 0.010 Wind 0.000 0.000 0.055 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT 0.000 RT 0.000 0.000 -0.000 0.000 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 6 _ _ z _l- w Q • 2 J U O 0 wi w 0 g u. = a w z 1- 0 Z 1- w 2 • o 0 D . o w • uj 1-- - . 0 ..z w - 1 O 1- z Terhune Homes, Inc. Time : 14:36:23 Date : 08 -14 -2003 Walls Parallel to Y axis SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL LEFT END SETS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 2 2 1 10.00 0.00 0.00 0.03 1 2 1 10.00 0.00 1.01 1.85 2 2 2 10.00 17.00 0.00 0.12 1 2 2 10.00 12.00 1.06 1.87 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 z 11-� w re J U 00 . NO CO LU J = F- U) LL WO gQ I u � z i-- tu U O N O H WW 4 O o .. Z W O ~ Z Terhune Homes, Inc. Time : 14 :36:23 Date : 08 -14 -2003 Walls Parallel to Y axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD Story Line Wall ft ft K K 2 2 1 10.00 10.00 0.00 0.02 1 2 1 10.00 6.50 0.92 1.82 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL z - z 6 .J U O 0 cow v� o J = H U) O w �Q = • d �. Z = o . z I- uj U U O - o W UJ I-- - - O Z w UN O h- z Terhune Homes, Inc. Time : 14:36:23 Date : 08-14-2003 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 3 == = =0.0■* SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft 2 A 1 15.00 0.00 0.00 0.44 1 A 1 10.00 0.00 0.08 1.50 • 0.;44i4:41:##.1.4',1.:,`#1)143^ ' z z L I 6 -J O 0 (0c1 W W -J • U_ LL. • D I a ▪ w z • o z ui • 0 0 O (12 O I- u j 0 Z .1 • - /` t rk' TERH[XE HOMES FILE COPY Gravity Load Analysis for: Johnson Residence using TJ Beam v6.04 and / or Beamchek v2.2 Calculated by : Kelle Price, Designer Snow Load : 25 psf Terhunes Homes, Inc. P.O. Box 1267 Kent, Washington 98035-1267 Kent: 253-854-8500 Seattle: 206-624-3365 Tacoma: 253-272-3111 1-800-637-7725 FAX: 253-854-8592 f +� :X O lt f 0 \t RECEIVED CITY OF TIJKWILA PERMIT CENTER d,x >c ✓ 11 S E P 1 1 2003 CTit", SUPPORTS: es , e _ TJ•Beem(TM) 8.04 Serial N umber 700 User. 2 6119/2002 5:22:56 PM Page 1 Engine Version: 1.4.16 1 Stud wall 2 Stud wall 3 Stud wall 4 Glulam or solid sawn lumber beam DESIGN CONTROLS: Maximum -659 1163 -1744 Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) TJPro PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA 17' C: \ACADstuff\ Projects \Ho \Ca1cs \HoKiem- 01.sms Input Width 5.50" 3.50" 5.50" 5.50" Bearing Length 4.25" 3.50" 5.50" 4.25" 01 -Upper Floor Framing System 11 7/8" TJI ® /Pro(TM) -150 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Design Control -619 1562 1163 1895 -1744 3765 0.188 0.416 0.230 0.831 40 30 Copyright 0 2001 by Trua Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist"',Pro' and TJ -Pro" are trademarks of Truss Joist. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Reactions (Ibs) LivelDeadlUplift/Total 393/95/0/489 937/226/0/ 1163 600/ 102 / 0 /702 260/56/0/316 Control Passed (40 %) Passed (61 %) Passed (46 %) Passed (11999 +) Passed (L/867) Passed 1 Product Diagram is Conceptual. Detail Other A3: Rim Board B1: Blocking B1: Blocking A3: Rim Board Overall Dimension: 36' 9 1 Ply 1 1/4" 0.8E TJ- Strand Rim Board® 1 Ply TJI ® /Pro(TM) -150 1 Ply TJI ® /Pro(TM) -150 1 Ply 1 1/4" 0.8E TJ- Strand Rim Board® - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,B1: Blocking Location Rt. end Span 1 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle @terhunehomes.net - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Allowable moment was increased for repetitive member usage. - Deflection analysis is based on composite action with single layer of 19/32 ", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32 ", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.44 '.mwe+nn tXUtM1iir a+N.ak'hv wKrvNeR,.M!T[ tt Z W �QQ � J U OD CI CD 'LI W F uu 0 gJ u_Q OD I W Z H O Z1— U ON l) W I H O LLl Z U 0 Z AVit ahaeuserBusinas TJ- Benm(TM) 6.04 Serial Number: 7002007489 User. 2 8/19/2002 5:22 :59 PM Page 2 Engine Version: 1.4.18 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright a 2001 by True Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro' and TJ -Pro- are trademarks of Trus Joist. C: \ACADstuff\ Projects \No \Ca1cs \HoKiem -01.sms 01 -Upper Floor Framing System 11 718" TJI ® /Pro(TM) -150 @ 16" o/c T THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax :(253)854 -8592 kelle @terhunehomes.net 4VOI A Xrineuser Business TJ- Beem(7M) 8.04 Serial Number. 7002007489 User: 2 8119/2002 5:28:25 PM Page 1 Engine Version: 1.4.18 Member Slope: 0M2 Roof Slope0P12 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Point(Ibs) Roof(1.25) 906 Uniform(plf) Roof(1.25) 350.0 Uniform(plf) Roof(1.25) 275.0 SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Dead 746 210.0 165.0 Location 4' 6" 0 To4'6" 4' 6" To 6' 6" Replaces Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 1378 / 909 / 0 / 2287 1653/1160/0/2813 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -2663 -2337 8458 Moment (Ft -Lbs) 3880 3880 5687 Live Load Dell (in) 0.110 0.194 Total Load Defl (in) 0.187 0.292 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright C 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADatuff\ Projects \Ho \Calcs \KoKiem- 02.ams 02- Master Bath / Dressing Ceiling Beam 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL L ♦ I Application Comment Replaces L1: Blocking L1: Blocking Control Passed (28 %) Passed (68%) Passed (U634) Passed (U374) Other Product Diagram is Conceptual. 1 Ply 3 1/2" 1.3E TimberStrand® LSL 1 Ply 3 1/2" 1.3E TimberStrand® LSL Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net - W tiirL� Z I I- '~ W 6 0 00 rn 0 CO w W _ � W 0 W= OD :D = W = ZF- HO Z I— W W U � ON 0 1-- W H H O L LI U = .0 1- • Z T TJ- Beem(TM) 8.04 Serial Number: 7002 User. 2 8/19/2002 5:30:35 PM Page 1 Engine Version: 1.4.16 SUPPORTS: 1 Stud wall 2 Stud wall Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontal. Input Width 5.50" 5.50" Bearing Length 5.50" 5.50" PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Reactions (Ibs) Detail Live /Dead/Uplift/Total 275/185/0/460 275/185/0/460 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 405 - 282 8458 Passed (3 %) Moment (Ft -Lbs) 489 489 5687 Passed (9%) Live Load Defl (in) 0.011 0.161 Passed (U999 +) Total Load Defl (in) 0.018 0.242 Passed (U999 +) Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADatuff\ Projects \Ho \Calcs \HoKiem- 03.sma 03- Master Bedroom Ceiling beam at sitting popout 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL L1: Blocking L1: Blocking n sw Other Product Diagram is Conceptual. 1 Ply 3 1/2" 1.3E TimberStrand® LSL 1 Ply 3 1/2" 1.3E TimberStrand® LSL Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L/360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Ketle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-6592 kelle @terhunehomes.net 0 1141 AV� Business TJ-Beam(TM) 6.04 Serial Number. 7002007469 User. 2 8/19/2002 5:32:44 PM Page 1 Engine Version: 1.4.16 SUPPORTS: 1 Stud wall 2 Stud wall Member Slope: Ot12 Roof Slope0112 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 3' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Roof(1.25) 275 185 2' Input Width 5.50" 5.50" Bearing Length 5.50" 5.50" DESIGN CONTROLS: Maximum Shear (Ibs) -451 Moment (Ft -Lbs) 440 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright m 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADatuff\ Projects \Ho \Calcs \HoKiem- 04.sms 04- Master Bedroom Right window header 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 244/168/0/412 293/201 /0/494 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking Design Control -358 8458 440 5687 0.004 0.094 0.006 0.142 Control Passed (4 %) Passed (8 %) Passed (U999 +) Passed (0999 +) 4 El Other Product Diagram is Conceptual. L1: Blocking 1 Ply 3 1/2" 1.3E TimberStrand® LSL L1: Blocking 1 Ply 3 1/2" 1.3E TimberStrand® LSL Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net TJ- Beam(TM) 6.04 Serial Number. 700207469 User. 2 8/19/2002 5:38:20 PM Page 1 Engine Version: 1.4.18 LOADS: Analysis is for a Header (Flush Beam) Member. Primary Load Group - Residential - Living Areas Vertical Loads: Type Class Live Dead Point(lbs) Roof(1.25) 309 186 Point(lbs) Roof(1.25) 309 186 Uniform(plf) Roof(1.25) 137.5 82.5 Uniform(plf) Roof(1.25) 137.5 82.5 Uniform(plf) Floor(1.00) 0.0 81.0 Uniform(plf) Floor(1.00) 0.0 81.0 SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 4136 Moment (Ft -Lbs) 11577 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2670 9280 0.271 0.403 .L�N6 05 -Noun Ceiling beam at popout 3 1/2" x 11 7/8" 1.5E TimberStrand® LSL Lo 7' 11 0 11 0 11 o , 0 Tributary Load Width: 8' 6" (psf): 40.0 Live at 100 % duration, 10.0 Dead cation Application Comment To 7' 'To 12' To 7' 'To 12' Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 2881 / 1501 / 0 / 4382 2917 /1352 / 0/4269 11083 15438 0.283 0.567 Copyright ® 2001 by True Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 05.sms Adds To Adds To Adds To Adds To Passed (24 %) Passed (60 %) Passed (U502) Passed (1/337) i Fl 12' Product Diagram is Conceptual. Other Al: Blocking 1 Ply 1" a -Rim Board® Al: Blocking 1 Ply 1" e-Rim Board® Location Lt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle@terhunehomes.net 0000t A aeuser Business TJ- Beem(TM) 6.04 Serial Number. 7002007469 User: 2 811912002 5:38:22 PM Page 2 Engine Versf on: 1.4.18 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. C : \ACADstuff\ Projects \Ho \Ca1ca \HoKiem- 05.ems Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand0 is a registered trademark of Trus Joist. 05 -Nook Ceiling beam at popout 3 112" x 11 718" 1.5E TimberStrand® LSL OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle @terhunehomes.net :r::...i.: t..: ✓.Gw...:�.::.d..i;t.;Yri .emu ".LY.,...:k:G:aY':r.».�r..« uunW «s.c:.u.r......+v!«:+ntJ..:. :rl:wtaio/A zz W 1x J U 00 0 . W = J 1— • LL W O I L O • - • I- W • W H O z U= O ~ z J� 06- Dining Room A VEyerhaeuser Buuineu Windows Header TJ- Beem(TM) 8.04 Serial Number. 7002007489 User2 8/19/20025:42:01 PM 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL Page 1 Engine Version: 1.4.18 Member Slope: 0112 Roof Slope0M2 All dimensions are horizontal. Point(Ibs) Roof(1.25) 1938 1163 Uniform(plf) Roof(1.25) 387.5 232.5 Uniform(plf) Roof(1.25) 67.5 37.5 SUPPORTS: Input Bearing Width Length 1 Stud wall 5.50" 5.50" PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright 0 2001 by True Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstu[f\ Projects \Ho \Calca \HoKiem- 06.ema THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment 5' 0 To 5' Replaces 5' To 6' Replaces Vertical Reactions (Ibs) Detail Other Live /Dead /Uplift/Total 1391 / 857 / 0 / 2248 2 Stud wall 5.50" 5.50" 2552 / 1550 / 0 / 4102 L1: Blocking 1 Ply 3 1/2" 1.3E TimberStrande LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -4065 1582 8458 Moment (Ft -Lbs) 3314 3314 5687 Live Load Defl (in) Total Load Defl (in) Control Passed (19 %) Passed (58 %) 0.088 0.178 Passed (L/724) 0.143 0.267 Passed (L/449) 0 6' - L1: Blocking 1 Ply 3 1/2" 1.3E TimberStrando LSL Location Lt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Product Diagram is Conceptual. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle@terhunehomes.net Z ZI— W 6 _J C.) 0 OD C W N u_ W �QQ LL = W Z I-- ZI- W W U 0 ON 0 - W W 1: c) u- O .• Z W = O~ Z TJ- Beam(TM) 6.04 Serial Number. 700207469 User. 2 8/19/2002 6:05:12 PM Page 1 Engine Version: 1.4.16 Member Slope: 0112 Roof SlopelM2 SUPPORTS: 1 Wood column 2 Stud wall Shear (Ibs) 1533 Moment (Ft -Lbs) 5109 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA 07- Dining Porch Right Roof Beam 3 112" x 9 114" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 0 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 5' 6" Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 5.50" 5.50" 962 / 647 / 0 / 1609 5.50" 5.50" 962 /647/0/1609 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control -1327 10792 5109 11981 0.297 0.444 0.496 0.667 Copyright to 2001 by True Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Caica \HoKiem- 07.sms Passed (12 %) Passed (43 %) Passed (U539) Passed (L/322) 14' 0 L1: Blocking 1 Ply 1 1/2" 1.5E TimberStrand® LSL L1: Blocking 1 Ply 1 1/2" 1.5E TimberStrand® LSL Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading Product Diagram is Conceptual. - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle@terhunehomes.net +rx..nnn „4. T44, 400/ TJ 6.04 S erial Number: etuec business ( ) X 7002007489 User. 2 8/1912002 6 :07 :44 PM Page 1 Engine Version: 1.4.16 Member Slope: 0112 Roof Slope0M2 All dimensions are horizontal. Point(lbs) Roof(1.25) 1938 Uniform(plf) Roof(1.25) 387.5 Uniform(plf) Roof(1.25) 67.5 SUPPORTS: 1 Stud wall 2 Stud wall Input Width 5.50” 5.50" Bearing Length 5.50" 5.50" -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Shear (Ibs) 3688 Moment (Ft -Lbs) 9289 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright sa 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C : \ACADstuff\ Projects \Ho \Calcs \HoKiem- 00.ama 1163 232.5 37.5 Design 3124 9289 0.202 0.326 0.' 08- Living Room Front Windows Header 3 1/2" x 9 1/4" 1.5E TimberStrand® LSL Control 10792 11981 0.278 0.417 LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment 4' 0 To 4' Replaces 4' To 9' Replaces Vertical Reactions (lbs) Detail Other Live /Dead /Uplift/Total 2411 / 1487 / 0 / 3898 1415/882/0/2297 Control Passed (29 %) Passed (78 %) Passed (U495) Passed (1/307) 9 o THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Location Lt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading Product Diagram is Conceptual. L1: Blocking 1 Ply 1 1/2" 1.5E TimberStrand® LSL L1: Blocking 1 Ply 1 1/2" 1.5E TimberStrand® LSL - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle @terhunehomes.net Vi i:........... __........., s,«. uini,.; i;.+ i, ir„. r. :e.•.++ ✓wrdrr:':�.nrwv.- ... I.r.�.e•rrtn7ttv; u keling".~ 0100!L A\Xyedue serBusiness TJ-Beam(TM) 8.04 Serial Number. 7002007409 User. 2 8/19/2002 8:12:38 PM Page 1 Engine Version: 1.4.18 Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontal. SUPPORTS: 1 Stud wall 2 Stud wall Input Width 3.50" 5.50" Bearing Length 3.50" 5.50" DESIGN CONTROLS: Maximum Shear (Ibs) 3678 Moment (Ft Lbs) 8182 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright O 2001 by Trua Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \Hokiem- 09.sms 09 -Entry / Living Room Ceiling Beam 3 1/2" x 11 7/8" 1.5E TimberStrande LSL 'THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,R1: Blocking 8' 4 3' 6" --0 Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Roof(1.25) 1744 1248 3' 6" - Uniform(plf) Roof(1.25) 337.5 302.5 0 To 3' 6" Replaces Uniform(plf) Roof(1.25) 67.5 37.5 3' 6" To 11' 6" Replaces Uniform(plf) Floor(1.00) 0.0 81.0 0 To 11' 6" Replaces Vertical Reactions (Ibs) Detail Other LivelDeadlU pliftlTotal 1964 / 1836 / 0 / 3800 L1: Blocking 1 Ply 1" e-Rim Board® 1532 / 1849 / 0 / 3381 R1: Blocking 1 Ply 1" e-Rim Board® Design Control Control Location 2860 13854 Passed (21%) Lt. end Span 1 under Roof ALTERNATE span loading 8182 19298 Passed (42 %) MID Span 1 under Roof ALTERNATE span loading 0.069 0.253 Passed (U999 +) MID Span 1 under Roof ALTERNATE span loading 0.125 0.380 Passed (U732) MID Span 1 under Roof ALTERNATE span loading - Deflection Criteria: STAN DARD(LL:L/360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. - Design assumes adequate continuous lateral §upport of the compression edge. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle@terhunehomes.net Overall Dimension: 11' S" AVItyv4aeuser Dusiness TJ-Deem(TM) 8.04 Serial Number. 7002007489 User. 2 011912002 8:12:40 PM Page 2 Engine Version: 1.4.18 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Timberstrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Caica \HoKiem- 09.ams 09 -Entry / Living Room Ceiling Beam 3 1/2" x 11 7 /8" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net z _ ~ i~ W 6 .I 0 00 N LLI_ E- w g Q 0 a T: I - 0 zI- w Lu o v 0 - L0 I — uu uu. I - �0 .. z w 0 z 10- Double car Garage �� Overhead Door Header TJ- Boern(TM) 6.04 Serial Num6or 2 700207489 User:2 8119/2002 6:15:29 PM 3 1/2" x 11 7/8" 1.5E TimberStrand® LSL Page 1 Engine Version: 1.4.16 Member Slope: 0t12 Roof Slope0M2 All dimensions are horizontal. SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA • LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5' 6" Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 1842 - 1583 13854 Moment (Ft -Lbs) 7292 7292 19298 Live Load Defl (in) 0.281 0.528 Total Load Defl (in) 0.476 0.792 - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Copyright m 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Ca1ca \HoKiem- 11).ama THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Control Passed (11 %) Passed (38 %) Passed (1J675) Passed (U399) 16' 6" Vertical Reactions (Ibs) Detail Other Live /Dead /Uplift/Total 1134 /785/0/1920 1134/785/0/1920 L1: Blocking 1 Ply 1" a -Rim Board® L1: Blocking 1 Ply 1" e-Rim Board® Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading rriears noe, rw.no K eemr; • Pon .04510101Kilr xRIywru Product Diagram is Conceptual. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle@terhunehomes.net Z '~ W 00 OD O W W 0 g Q 00 0 a F- 1.111 Z F- 0 Z UJ W :D C) 0 92 0 F- W F- tL O .•Z W = O~ Z W AVVeyerhoeuser Business TJ Daam(TM) 8.04 Serial Number: 7002007489 User: 2 8/19/2002 8:18:55 PM Page 1 Engine Version: 1.4.18 Member Slope: 0112 Roof Slope0112 All dimensions are horizontal. SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" DESIGN CONTROLS: Maximum -4526 6447 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright a 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a, registered trademark of True Joist. C: \ACADatuff\ Projects \Ho \Calcs \HoKiem- 11.ams 11- Single Car Garage Overhead Door Header 3 112" x 9 114" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Design -3819 6447 0.116 0.188 Control 10792 11981 0.261 0.392 a i 0 8 . 6 " LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Roof(1.25) 2438 1463 6' 6" Uniform(plf) Roof(1.25) 67.5 37.5 0 To 6' 6" Replaces Uniform(plf) Roof(1.25) 487.5 292.5 6' 6" To 8' 6" Replaces Vertical Reactions (Ibs) Detail Other LivelDeadlUpliftlTotal 880 /558/0/1438 2972/1818/0/4790 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking Control Passed (35 %) Passed (54%) Passed (L/808) Passed (L/500) 0 El Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading Product Diagram is Conceptual. L1: Blocking 1 Ply 1 1/2" 1.5E TimberStrand® LSL L1: Blocking 1 Ply 1 1/2" 1.5E TimberStrand® LSL - Deflection Criteria: STANDARD(LL:U360,TL :U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle @terhunehomes.net � /" A aeuser Business TJ- Beam(TM) 8,04 Serial Number: 7002007489 User. 2 8/19/2002 8:28:45 PM Page 1 Engine Veralon: 1.4.16 Point(Ibs) Roof(1 .25) 1350 Uniform(plf) Roof(1.25) 262.5 Uniform(plf) Roof(1.25) 67.5 Uniform(plf) Floor(1.00) 0.0 SUPPORTS: 1 Stud wall 2 Stud wall Input Width 5.50" 5.50" DESIGN CONTROLS: Bearing Length 5.50" 5.50" PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA C: \ACAOstuff\ Projects \Ho \Ca1cs \HoKiem- 12.sms 12- Garage under Master Bed Left beam perp. to main ceiling support 2 Pcs of 11 7/8" TJI ® /Pro(TM) -150 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Dead Location 810 3' 157.5 O To 3' 37.5 3' To8'6" 81.0 ' OTo8'6" a Vertical Reactions (lbs) Live /DeadlUplift/Total 1900/ 1420 /0 /3320 1062/910/0/1972 Maximum Design Control Shear(Ibs) 3129 3058 3550 Vertical Reaction (Ibs) 3320 3320 3550 Moment (Ft -Lbs) 6310 6310 9050 Live Load Defl (in) 0.092 0.196 Total Load Defl (in) 0.161 0.392 Copyright C) 2001 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist ",Pro" and TJ -Pro" are trademarks of True Joist. 1 LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 4" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Application Comment Adds To Adds To Adds To Detail Other Al: Blocking Al: Blocking Control Passed (86 %) Passed (94 %) Passed (70 %) Passed (L/999 +) Passed (1/584) 1 Ply TJI ® /Pro(TM) -150 1 Ply TJI ® /Pro(TM) -150 Product Diagram is Conceptual. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking Location Lt. end Span 1 under Roof loading Bearing 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net Limits: End - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 6" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 8 A ineuser Business TJ- aeem(TM) 8.04 Serial Number: 7002007489 User. 2 8/1912002 8:28:47 PM Page 2 Engine Version: 1.4.18 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright O 2001 by True Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist ",Pro" and TJ -Pro" are trademarks of Trus Joist. C :\ACADstuff\ Projects \Ho \Ca1cs \HoKiem- 12.sms 12- Garage under Master Bed Left beam peril. to main ceiling support 2 Pcs of 11 718" TJI ® /Pro(TM) -150 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 8548500 Fax : (253) 854-8592 kelle@terhunehomes.net 144 Td-6eem(TM) 8.04 Serial Number. 7 002 Business User. 2 6119/2002 6:34:05 PM Page 1 Engine Version: 1.4.18 Type Class Live Dead Point(Ibs) Floor(1.00) 1062 910 Point(lbs) Roof(1.25) 275 185 Uniform(plf) Floor(1.00) 180.0 45.0 Uniform(plf) Floor(1.00) 260.0 65.0 Uniform(plf) Roof(1.25) 112.5 67.5 Uniform(plf) Floor(1.00) 0.0 81.0 SUPPORTS: 1 Wood column 2 Stud wall Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L5,L1: Blocking DESIGN CONTROLS: Maximum Shear (Ibs) 6282 Moment (Ft -Lbs) 22008 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burlen, WA THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Vertical Reactions (tbs) Live /Dead /Uplift/Total 3609 /2697/0/6306 2838 / 1557 / 0 / 4395 Design Control Control 3943 17763 Passed (22%) 22008 50928 Passed (43 %) 0.353 0.611 Passed (L/623) 0.590 0.917 Passed (U373) Copyright o 2001 by Trus Joist, a Weyerhaeuser Business Parailam® is a regiatered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calca \HoKiem- 13.ems 13- Garage Main support beam 5 114" x 14" 2.0E Parailam® PSL 19' LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Location Application Comment 1' 13' 1' To 13' Replaces 13' To 19' Replaces 1' To 13' Replaces 1' To 13' Replaces Detail L5 L1: Blocking 4 1 Other Location Lt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading 0 Product Diagram is Conceptual. None 1 Ply 1 1/4" 1.3E TimberStrand® LSL - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" oft unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle@terhunehomes.net T4, r PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA 13- Garage Main support beam AVIEyerhaeuser • Busineu TJ- Beem(TM) 8.04 Serial Number. 7002007489 User:2 8119/20026:34:07PM 5 1/4" x 14" 2.0E Parallam® PSL Page 2 Engine Version: 1.4.16 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Copyright m 2001 by Trus Joist, a Weyerhaeuser Business Parallant is a registered trademark of True Joist. C: \ACADatuff\ Pro \Ho \Ca \H oKiem - 13.ems THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net Z CC 2 6 JU UO 0) 0 OD J N (L W 0 Q N _ C5 W H O Z I— W ILI U •O — O 1— W f— r . .. Z W = . O 1— ;E• co SHEET 1 OF 2 N4023'05 "W • 80.00' O 4 co 03 Q 0s v S40 20'53 "E 80.00' 0 N EASEMENT FOR SANITARY SEWER LINE 36.00' N 80.00' S4018'41 "E 44TH PL. S. S40'18'41 "E FI�.F COPY DIN Of tEC 1 2Y31 A ii0o EXHIBIT FOR JALON JOHNSON LOTS A AND B TUKWILA BLA #103 -029 SCALE: 1"=40' CORRECTION LTR #A. rrrr�u asri�oww ;r'tnm EXHIBIT "A" GRAPHIC SCALE O 20 40 80 ( IN FEET) 1 inch = 40 ft. L) Cl) CID CID CID CiD A A- ' ZB8 z Z re w 6 JU O 00 W= H U) u_ 0 J LL. Q CD = a Z = I- Z0 WW U � 0 D- oo1- W 2 L I o w z O E- z AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES THE SOUTHEASTERLY 20.00 FEET OF LOT A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER 103 -029, AS RECORDED IN VOLUME 160 OF BOUNDARY LINE ADJUSTMENTS AT PAGE 263, RECORDS OF TUKWILA, WASHINGTON. AN EASEMENT FOR SANITARY SEWER LINE THAT PORTION OF LOT A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER 103 -029, AS RECORDED IN VOLUME 160 OF BOUNDARY LINE ADJUSTMENTS AT PAGE 263, RECORDS OF TUKWILA, WASHINGTON, LYING SOUTHERLY AND WESTERLY OF A LINE DESCRIBED AS BEGINNING AT A PO /NT ON THE NORTHWESTERLY LINE OF SAID LOT A, 5.00 FEET NORTHEASTERLY OF THE WESTERLY CORNER THEREOF AND RUNNING THENCE PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT A 37. FEET; THENCE IN AN EASTERLY DIRECTION TO ITS INTERSECTION W177-I A LINE PARALLEL WITH AND 20.00, FEET NORTHWESTERLY OF THE SOUTHEASTERLY LINE OF SAID LOT A, 28.00 NORTHEASTERLY OF THE SOUTHWESTERLY LINE OF SAID LOT A AND TO THE TERMINUS OF SAID DESCRIBED LINE. EXHIBIT PREPARED FOR: JALON JOHNSON LEGAL DESCRIPTION 0 . IC i ::: CRONES & ASSOC. - N ( IA LAND SURVEYORS 2J806 190TH AVE S.E KENT, WA 98042 (425) 432 -5930 SHEET 2 OF 2, EXHIBIT "A" insag C Ro KNOW ALL MEN BY THESE PRESENTS: SUBDIVISION PERFORMANCE BOND Bond No. 572082S THAT we, Blakley Brothers, Inc., 1407 S 129 Street, Seattle, WA 98168, as Principal, and Indemnity Company of California, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct surety business in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, as Obligee, in the sum of Four Thousand Two Hundred and 00 /100ths ($4,200.00) Dollars for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal entered into an agreement or agreements with said Obligee to complete public right of way improvements at 11840 & 11844 - 44 Place S, Tukwila, WA 98188. NOW, THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof, or any extension of said term that may be granted by the Obligee with or without notice to the Surety, and upon receipt of a written discharge from the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact this 18th day of December, 2003. Blakley Brothers, Inc. Indemnity Company of California B Y 4d€-(,<WJ 1‘ IM'eeWee / 4G- Simone U. McGuire, Attorney -in -Fact Insco Insurance Services, Inc. 9750 Third Avenue NE • Suite 305 • Seattle, WA 98115 (206) 525-8201 • (800) 522.8201 • Fax (206) 525.8288 • http: / /www.InscoDico,com Underwriting Manager for: Developers Surety and Indemnity Company • Indemnity Company of California DOB— 01 7 zo3.,a�8) 8l pICQ CGROUP z DISCLOSURE RIDER eL QQ JU 00 J • = I-- N ll.. w 2 uQ I w Z 1-- 0 Under this program, the Federal Government will cover 90% of the amount of w uj covered losses caused by certified acts of terrorism, as defined by the Act. The M coverage is available only when aggregate losses resulting from a certified act of 0 terrorism exceed $5,000,000.00. Insurance carriers must also meet a variable p deductible established by the Act. The Act also establishes a cap of w w $1,000,000,000.00 for which the. Federal Government or an insurer can be r - —, responsible. - 0 O Terrorism Risk Insurance Act of 2002 The Terrorism Risk Insurance Act of 2002 created a three -year program under which the Federal Government will share in the payment of covered losses caused by certain events of international terrorism. The Act requires that we notify you of certain components of the Act, and the effect, if any, the Act will have on the premium charged for this bond. Participation in the program is mandatory for specified lines of property and casualty insurance, including surety insurance. The Act does not, however, create coverage in excess of the amount of the bond, nor does it provide coverage for any losses that are otherwise excluded by the terms of the bond, or by operation of law. No additional premium has been charged for the terrorism coverage required by the Act. Developers Surety and Indemnity Company Indemnity Company of California 17780 Fitch Irvine, CA 92614 (949) 263 3300 www.inscodico.com .,:� i7 ✓�L4' ia:iitlt2ssi:ia'x + u:cnLM+:i irot z KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited. DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each, hereby make, constitute and appoint: ** *HoIli Lagerquist, Randolph J. Carr, Karen Swanson, Robert E. Heilesen, Eric Zimmerman, Stacy Cutbirth, Joanne Reinkensmeyer, Kip W. Vandeventer, Lisa Kerstetter, Simone U. McGuire, jointly or severally * ** as their true and lawful Attorney(s) -in -Fact, to make, execute, deliver and acknowledge. for and on behalf of said corporations. as sureties, bonds. undertakings and contracts of suretyship giving and granting unto said Attorney(s) -in -Fact full power and authority to do and to perform every act necessary. requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s) -in -Fact, pursuant to these presents. are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA. effective as of November I. 2000: RESOLVED, that the Chairman of the Board. the President and any Vice President of the corporation be. and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attorney(s) named in the Powers of Attorney to execute, on behalf of the corporations. bonds. undertakings and contracts ot'suretyship: and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is. authorized to attest the execution of any such Power of Attorney: RESOLVED. FURTHER. that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile. and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this 8 day of January. 2002. NV a By: — •■•_ David H. Rhodes, Executive Vice President By: By Walter A. Crowell. Secretary STATE OF CALIFORNIA COUNTY OF ORANGE Signature ID-1380 (01 /02) )SS. On January 8, 2002. before me, Antonio Alvarado. personally appeared David H. Rhodes and Walter A. Crowell. personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the nersons acted, executed the instrument. WITNESS my hand and official seal. The undersigned, as Chief Operating Of'f'icer of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA. does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the , date o�f this Certificate. This Certificate is executed in the City of Irvine, California, the I day of bid _V f ..,21 ' David G. Lane, Chief Operating Officer POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725, IRVINE, CA 92623 • (949) 263 - 3300 CERTIFICATE ANTONIO ALVARADO p a � ., COMM. # 1300303 z 2 tg i ce: Notary Public - California ORANGE COUNTY _f My Com E xpires APRIL 10, 2005 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRt TYPE OF INSURANCE POLICY NUMBER DATE ID EFFECTIVE POLICY DATE ID EXPIRATION )) LIMITS A INSURER A: Ohio Casualty Insurance Company GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY BK053082979 05/22/03 05/22/04 EACH OCCURRENCE $1,000,000 X DRM 70 RENTED PREMISES (Ea occurrence) $100,000 CLAIMS MADE n OCCUR MED EXP (Any one person) $5, 000 X WA Stop Gap PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2,000,000 — I POLICY n jECT , I LOC A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS BAW53082979 05/22/03 05/22/04 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) 5 X PROPERTY DAMAGE (Per accident) 5 GARAGE UABILITY ANY AUTO AUTO ONLY • EA ACCIDENT S OTHER THAN EA ACC 5 AUTO ONLY: AGG S EXCESS/UMBRELLA UABILITY OCCUR El CLAIMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE S AGGREGATE 5 5 S 5 WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below l I TORY LIMITS I I E.L EACH ACCIDENT S E.L. DISEASE • EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: Public Right of Way D03 -287 (11844 44th PI. S) and D03 -288 (11840 44th PI. S) City of Tukwila is named additional insured. ACORD. CERTIFICATE OF LIABILITY INSURANCE 9/221 MIDD/YYYY) 0 9/22103 PRODUCER Bratrud Middleton Insurance Brokers, Inc. - Tacoma CL 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Blakley Brothers Inc 1407 S 129th Seattle, WA 98168 INSURER A: Ohio Casualty Insurance Company INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES CERTIFICATE HOLDER City Of Tukwila Public Works Department 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTAT VE ACORD 25 (2001/08) 1 of 2 nt#: 9 , #S18519/M3448 CANCELLATION TXHOO o ACORD CORPORATION 1988 D-03 -c2 fl IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACORD 25-S (2001/08) 2 of 2 #S18519/M3448 DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. October 23, 2003 Mr. Carl Wheeler P.O. Box 1267 Kent, WA 98035 Dear Carl: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -288 Verdayne Johnson Residence —11840 44 Place South 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 Fire and Public Works Departments. At this time the Planning and Building Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl Stefania Spencer Permit Technician xc: File No. D03 -288 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 111 S %''`affi September 17, 2003 Carl Wheeler P.O. Box 1267 Kent, WA 98035 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -288 Johnson Residence — 118xx 44 Place Dear Carl: This letter is to inform you that your application received at the City of Tukwila Permit Center on September 11, 2003, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Ken Nelson, at 206 431 - 3677, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician Enclosures City of Tukwila Department of Community Development Steve Lancaster, Director File: Permit File No. D03 -288 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ■Y' ACTIVITY NUMBER: D03 -288 DATE: 02 -09 -04 PROJECT NAME: JOHNSON RESIDENCE (VERDAYNE) SITE ADDRESS: 11840 44 PLACE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after/before permit is issued DEPARTMENTS: KK t Building D PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division Public Works p ® 1 f Structural ❑ Permit Coordinator W f DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -10 -04 Complete d Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03 -09 -04 Approved ❑ Approved with Conditions [2( Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PE. .RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -288 DATE: 02 -04 -04 PROJECT NAME: JOHNSON RESIDENCE (VERDAYNE) SITE ADDRESS: 11840 44 PLACE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 lafter/befere permit is issued DEPARTMENTS: G i-/D-Of Building i ision 'j Fire Prevention ❑ Planning Division ❑ Public Works Z -27i, Structural ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -10 -04 Complete [( Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2.28 -02 PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route of Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03 -09 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -288 DATE: 11 -25 -03 PROJECT NAME: VERDAYNE JOHNSON RESIDENCE SITE ADDRESS: 11840 44 PLACE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after/before permit is issued DEPARTMENTS: Building Division ❑ PERMIT COORD COP PLAN REVIEW/ROUTING SLIP Complete Incomplete ❑ c c/2 nix, 12_ - x - 0 3 Fire Prevention ❑� Public Wprks Structural ❑ /41,k, / 2' /O Planning Division Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -02 -03 ;Er Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -30 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY f.F PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -287 PROJECT NAME: VERDAYNE JOHNSON RESIDENCE SITE ADDRESS: 11840 44 PLACE DATE: 09 -25 -03 Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: 'mac, 164 3-05 Bgding Division 0 7 Fire Prevention 141 Planning Division Puq I�1/Qrks ❑ `z , , Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -30 -03 Complete Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -28 -03 Approved El Approved with Conditions El Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: / 0-23, 0 3 Departments issued corrections: Bldg ❑ Fire Ping ❑ PW Staff Initials:S i " ,�:i`n :'flab PERMIT COORD COM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -288 PROJECT NAME: JOHNSON RESIDENCE SITE ADDRESS: 118XX 44 PL DATE: 09 -15 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after permit Is Issued Building Division 0 Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete 2 Documents /routing slIp.doc 2 -28 -02 ( Hla- a.14.03 Planing Division [� 0 TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: PERMIT COORD COPY Permit Coordinator itf DUE DATE: 09 -16 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 9 ? 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg,' Fire ❑ Ping ❑ PW ❑ Staff Initials: - -45 0 DATE: DUE DATE: 10 -14 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: «.. :.1'.sw 1..l.1a.�1v...';.J 'i�A. �...�,i- 'L.,Y. a....:Sa. ^S' •Mai)4.M; dnk,:zft.4 iftg 04+ AX.+ ; +.'4F�;;�� >tfR ly , rAS' , t:,44wi , 1i'p.el z, ri , c 21Nis.rA:0 3:, Revision • I No. Date Received Date Date Issued i I Staff I Initials � Date Issued - Staff Initials / 2 -5/ —oy i . S I 0c;24 . h y I/ cJ Summary of Revision: ", .. i- - � - �. cv.�Y. - tL�ii ALAI , - Received : y: 7 J DI y/ / ( 4 5 7 p Revision No. Date Received Staff Initials Date Issued Staff Initials a Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials a Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: . Th( PROJECT NAME: ji;'LA/ ZeT Site Address: 1/ 0 4 S Revision No. Date Received REVISION LOG Staff Initials Summary of Revision: /10,0/,t/C G'A 7V �24iid ,C�,rft Foi2/°�.r��'✓ • e /f7ri ?Z c41- eg Fvor/.re, roc) 4aui rr m / 6. -DeS ry 7 Received By: PERMIT. NO :. AS -2-c9S Origin... Issue Date: /2 -2Y•- '3 Date .. Issued (please print) (please print) please print) Staff Initials 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 mail, fax, etc. ..:Plan Check/Permit Number: ' 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision •# ."2-- -after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: I t, PL 5' . V K LO Contact Person: 6 A 1 kS E / Nee g5c31.) Phone Number: a 46 QLi 6 7 z/2 Summary of Revision: AND 2,47z- .f34 7� 2)R /-I»J L-I r Pt/ (?1/71 n 5E4 /9 -i ?sue F 77A . % 4 /),f' /5 7z) Lo <- gA --,6 , Pat ? P SP° /Aft ..6- 66C -h tittro r,.. ffg P ?RM/rc V Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I f Entered in Permits Plus on' 2'96r 08/06/03 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 mail, fax, etc. Date: 2- - Plan Check/Permit Number: 003 - 0 2 W O Response to Incomplete Letter # O Response to Correction Letter # O Revision # / after Permit is Issued [] Revision requested by a City Building Inspector or Plans Examiner Project Name: V 1 2 9i4 y,clL 145 0»✓ Project Address: // 5S y p cf y 161-- S Contact Person: Ci4(ZL L 3 Phone Number: o2-, -5 Gc Summary of Revision: 6'7/2/4-0 cr. /3e-.4 Entered in Permits Plus on g f� -r fit/Cr 51 ZL /Zc-i3 /-yZ l SoLM -Tc= 1) fc: 5 C R 1 l3 w■ RECEIVED CITY OF TUKWILA C L'b U `s b2r PERMIT CENTER Sheet Number(s): j 7 ! 1... E T7"z =g- / i2 G- ��c7I/4 � ��D7:ffe "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S spr 08/06/03 z i~ ~ w oc� _I C.) UO N • W J = f- • u_ w 0 2 LL Q co = w z = i O w ~ • w U O - o ff W w • U u. O w Z = 0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // as -03 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 El Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: VERDAYNE JOHNSON RESIDENCE Project Address: 11840 44 PLACE SOUTH Contact Person Carl Wheeler Phone Number ;2 5c/ - s5 Dv Summary of Revision: 2 eViS t!/7 cc r (2Ls'kN c,. //. it ii. i : - -Ti ') S 1 `ex L^-- L. t: — A-0o u'D ki rz� - r 1 = 1 124.5- 4 y r2..g1, 5 1 1% 10 LAIN NI F fr972 c -Ai r T»/ ( S /2 1 _I NI L (ex. t-! 1 ail - "A" D ASScac PRA awe I A A � " h 1 - r l � a � � ,ac �t- t nl ' ( 2 0 ' wiDE p i - - rivC7)L S/ GET r L t T 1 �,�/ �S fib•. t✓ tN i . err 1 "T P.. R y L � � c� , G� � 2c: tr t=, ry CFC r —Kara► l...OT Q , PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ct Entered in Sierra on 4-2,6-6G Plan Check/Permit Number: D03-288 twe PIECEIVEti CITY OF TUKWILA NOV 2 5 2003 10/23/03 � � } ?,�' te��7rn �+,� � �:�:�, rTid: �� , Lk�. 7.: #�:�'.aJ�:tuiv3��i4.vn;tii °'�< Y+ Xats � tYt r `� " ;k . Y� �l REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '7— a 5 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person Carl Wheeler Summary of Revision: Drc"J City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Vi^gDA y t >- JOHNSON RESIDENCE 118XX 44 PLACE S 1--4 -191.,, 1 », /D 6 - 7, ra 5 (..) eft t_, 1') RA t J 'TILE Lt Sheet Number(s): 4 rfl - OLA xi fl'i0 51 I I ? a i= ? "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on p 1 /a 51 03 Plan Check/Permit Number: D03-288 • Phone Number 2(53- t/ -SSs (1 %Li= RECEIVED CITY QF TUKWILA PERMIT CENTER 09/17/03 Re; :ntial Sewer Use Certific )n (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) __Jo N Nov ) ,�. v� 1Ayt Last, First, Middle Initial) l) Property Tax I.D. Number '3 t-{ y 0 - 0 `? CsQ 0 t t_Ls 4.4N 5 Kt • Do Subdivision Name 4, I4t2O et4 fS Subdiv. # I LoT A, TvKWtt_►4 (St.K1 1Cfr3-O Lot # Lo 1 * A Block # 4-1 Building Name (it applicable) Property Street Address Owner's Name pL. S City, State, Zip J Kw t 14- tA) Ov Owner's Mailing Address (?,Dy I3 R.uSKILOO 120 4-pi M- Zl oZ (If different from above) e V e IZ e l `r 1k- cl 2. Owner's Phone Number (00 ) - 7 3 Property Contact Phone Number ( ) Party to be Billed &u.rM era_ (if different from owner) Party's Mailing Address City or Sewer District i t i y a?= '�i.�IG tn) t L 4 Date of Connection Side Sewer Permit # Demolition of pre - existing building? 0 Yes Type of building demolished? Sewer disconnect date? Residential Customer Please check appropriate box: .iingle- family O Duplex (0.8 RCE per unit) O 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) O 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Equivalent (RCE) 1.0 1.6 2.4 3.2 Ewa Print Name of Owner /Representative Gl -L- l e.7. 1 • L - f 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency For King County use: Account # Monthly Rate Six Month Due R (ITY OF ECEIVED TUKWILA SEP 1 1 2003 PERMIT CENTER Date 9 - Pink — Sewer Customer 3/ zeg SEPARATE PERMIT R QUIRED FOR: MECHANIC AL sipELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION r Kfrck.', FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. B Date? Permit No. U3 C • -5l gT C`1 r r 1 pa, 1 • - ;: -1 �►►� @ 9#y N \\- 4 J4i 2 ��l,E�• CJ rL I V: is w 1, NEW 12" CONC STM PIPE CULVERT 80' LONG MATCH IE. w /EXISTING t NEW CULVERT LEGAL: LOT A, TUKWILA B.L.A. 41O3 -029 THAT PORTION OF LOTS 1 t 8 LK 4, HILLMAN'S MEADOW GARDENS. DIV. ul KING CO. WASHINGTON PARCEL 4: 334140 -060 SANITARY 5EWE CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA CODE STANDARDS ��4 <-1 6% Ale, EX. 8" SEWER 0 MAIN --> 0��,� )7. \ 3 5. SCALE I "= 20' -O" ALL DOWNSPOUTS TO BE CONNECTED TO YARD DRAINS EXIST'G 4" PVC SEWER STUB 32.5 LF 2 NEW 3/4" WATER METERS 3030 NANO HOLE EXIST'G WATER MAI EXIST'G -0 GAS SERVICE \ 4" DIA PERFORATED DRAIN TILE LAID IN GRAVEL s /MIN 4" SURROUNDING THE PIPE AND FILTER MEDIA OVER DRAINS SHALL. BE PROVIDED AROUND THE OUTSIDE PERIMETER OF THE BUILDING FOOTING 110' < le CITY OF Tin*ILA A D GEC t 112 ' i 2E133 110' POWER POLE EXIST'G FIRE � HYDRANT O 'O h -., ,Luis ha\ c h rcvie eel try the Public \vc,, I)t' partment for conformance wit h current standards. Acceptance is subject to errors and omissions which dog not authorize violations of ad � � > ptcd 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 by the Public Works utilities inspector. By: Date: - !'Z. O D'�► O, �O EXIST'G 12" DRAIN CULVERT MATCH IE. W /EXISTING I NEW CULVERT TYPE I CB w/ STM PIPE AT EA END � �0 ? kg: g e 0. 4 C ( 0 4 e0 N it\S\4b PAVEMENT AREA (SHADED) 20' WIDE PRIVATE INGRESS EGRESS ft UTILS EASEMENT CRADING TO BE 380 CY OF CUT AHD 380 CY OF FILL. PER EXISTING PERMIT PWO3-023 RECEIVED rrry - r, K ; ' NOV 2 5 L TA ? CORRECTION 303 a W O N W o Z m,� 3 c4 °l I i 3 � �r � ap 4; uj g i of) aY N csr<st. -Z88 x 0 a. • r • IP I understand that the ?tan Check approval - are a �,�';Sand aF'pr' al sub?. ect to errors cif!:. crn:ss n: t au t c " "Ze the V;ol3tion of plans does _�� �_ Receipt of adopted codeorC.d•nanc. tractor's copy cf app c ed plans tr s • V M C 4 )GLO,E.t.1'P veliTis (sy,t(0) 62: 5Q. 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Va• 3- zo _•••-• •ftmer-- mow - ° ••• 1 3 a N UL L; DTI CF " I 2111:-:3 • i • L • C) f•;-.8fis" • I N Je 1 0 1111111111111111 111111111111111 411 rjCi c.'" 7 ; 4 ._ var- •••. r 0 10 I0 co co • • S. WM Mb rn • I' 4° 4° ._ 1 4' L'4A 82ocr!: vxa Eros. (oF$z S c 7 co/kZ 10.x9 csRPET II cr.*" 3 1 411 loft /A 5 - rg PK\ R x 14 cnepET i I "6‘ loxeb 11V� Wroz) 4° 4° 4.12z.d rAmy LOw UP" HI � 6 ° TUB ' 461.4 \V V. Fl hG L► &.• T1 L *- co eft 4r 4. elm } i+ �LR. L. 11.1E. gEl.ow r 46eg st-keAR \VA L11. NeDe Le. M i t se a 1-Ol..O ow 144 S 1-�1 E ) L CITY Cf �'•� -• ,. o LTC 1 + 2E1'33 • i • .1 cf0 \\JHoL VariyiJ 1ME4gAr2 \fJC.E4TRAL FOW AIR NOTES: way HOUSE PAW bAnN VENTILATOR (• SoNC) C'41Zot.LE.p S SWITLN W MTH, err OEHUMIDISTAT OR 6Y �MTZ&4L 4 % 4 4?GH VIA 24MOLT RELAY �SRI- rrze5M NR 6lWRY A►MPim 14 GoM•Rq.L•6D b7 GOriRAl. SwITGH Oi•0EWM1DNSTP.T. FURNACE 544 .PlibTFLOU're 5 r Ai — 4TLL 6'( 240O1.T �7 02tal OR err TSTI.T vW?.tivA7 ILF-LiM (14CR). 2. UWERCUT eevcM /ND IbATH c O AMON F?SM MP Gue4ULA71014 1$11 HOU'6. ;30 0 n Sp1 2tkJ3 Niftier Coolot .. v w 0 c 1< z rvC 03 0 0 m 0 a 4 Iti1ttt1!I!!' 3 x \YI ► •w To F PeRz.E.N1 �. AR.iA � so u J now Fr AI AAA F i3o5 g ii.1 % zia' FL'L 2. 5 pi 755 13 9•t,• ° ,6 TOT,, 311% � - . 15 x . • I cr rib P /� Zu F �L P 1 /C A I F/L 4b.4(,. /L sK l "vr i�J 1:o'w'i - rb 156 r.1.4.6s too v,/F.tsC. N �.�R.w 4.1-a►lia 75 oR. qo w/ bAti muki: • peas! IPE 6A Wry 4LW, M p fL iEG 'S410.• LI. ft Q • ALL WOOD =POSED TO WEATHER, SUCK AS WOOD USED FOR DECK FRAMING: IBCLIIDING DECKING, RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR PER SEC. 2516 (c) 11 O.B.C. • ALL OPENINGS IN THE EXTERIOR WALLS SHALL BE CAULKED, SEALED OR WEATHERSTRIPPED AS APPROPRIATE TO LIMIT AIR LEAKAGE. IL 1I • 1 • &NA k9 7112. I X 8 FAs,.Itii DOA. R.D w 50 Go 1•.IT IKrcTA.l.. i r 1 ' PE.f.4 i 1 i i i i i L omm_ana l FF?oJT ELFVATI2k1 Ply arigrar. ti • G 1 i i w PROVIDE ADEQUATE VENTILATION TO ATTIC 1 /150 OF THE SQ. FOOTAGE OF ATTIC W /fir IN EAVE$ AND +.3FT . . ABOVE EAVES IN TSRU ROOF VENTS OR ETC. • • CHIMNEY TO BE MIN. 24" ABOVE ANY POINT OF STRUCTURE WITHIN 10' --0" . • UL LABEL itkppEoviii.© a ��r' D METAL H46UL&1 .v FLt.1�. GAP P/L ■O•1•11•IMIElti• ••• Ow •mommono■•■■■•■ r� f. M -. •r — == •••. ••••••• I PE EL -- '-r-- -- 0 Zo" NoQI2. /4AWi SIDItJf� v�r /5,�x� coK.u�l� e�o4.3...cS CEC II WI= jLQII T • o viviW. i/L IAA IJ F /L. "I LL, PA. F 1c. �EAft ELEVATIOI.I � /g ! O� 'ft"b"u (::::1 � r 0 ("4r:4% SEP 1 1 1003 III11III1IlI1I1 i• • 0 C C A •• A ulHUUluu ma 0 w J 111 •• c • L I1IIIILIIIIlIIII o 15.6C1:46, ' Q .r u ik • o 44 6 3 • o 6, C .• c 441%! " t r i 5 a it C o • zLi2flit Oel:T4 w .w as:s 111111111111111 . • CONMtC11ON .. SWUNG Joist to till a g; toenail ' 344 2. Budging to joint, toimaal each end • • • ••• • • 244 3.1' s 6'subtloarar 1w to each joist, face nail ' 244 4. Wider than 1• : V subtloor to each joist, face nail 34d S. 2'subtloar to joist cc girdag, blind and face nail ' • • 2.164 6. Sole plate to joist or blocking, fade Dail • 164 at 16'o.c. 7. Up plate to stud, and nail . 2.16d PO to •• w • • . 4.8, cc 24164. cad nail • 9. Double studs, face nail . ' • 16d at 24• o.c. 10. Doubled top ply; face nail • • 16d u 16' o.c. 11. lbp plates, laps and ins section, face nail • .. 2 -16d H J2 us braider, two pieces • . • : 164 at 16' o.c. along each edge 13. Ceiling joists to plate, toenail 344 14. Continuous header to stud, toenail • • 4-8d • 15. Ceiling joists. laps osier partitio9s, facia nail • 3.16d 16. Ceiling joists to pacallc1 rafters. fade nail 3-16d 17. Rafter to plate, toenail • 34d 18.1 brace to each stud and plates; face nail • 24d 19.1 x 8' sheathing or lcu to each bearing. face nail _..._ 244 20. Wider than 1" x - g' sheathing to each bearing face nail 344 41. Built -up caw cr studs 16d at ?,i• o.c. 23. *alp rand bpi• • . • • • . ' 204 at32"o.c. at top and bottom and staggered 2.204 at ends and at r • . each splice 23. plinks -* • 2.16d at each barks 1 24. Plywood and particleboard:3 . • ' • . • . . . Subtloor, roof and rrallsbestbiog (to fro mines • yr and less . • • ' • 642 0 •,, • - • • 143.or6d 7a . . . . 10 l l . • . . Combination ' (to .. 3h and leis . • . . • 104 ar 84 • • . x,14 lI s 4Ue - . ' 1043 of 844 25. rand Siding (to ' • - __ . ' 6d6 . w_ • 846 26. Fsberbiard 7 • 111 . . . • . . No: 11 ga.s • 643 . No. 16 ga.9 • • • - No. 11 ga.$ • No.16 ga.9 a • • -- • ••• .AMP TABLE Na , a UL E 'Common a boat nails may be ased where cabal; is; stated. ordctormcd shake. 4Dcfacmed shank. • • • • kl " "'P* • • r F ' w • • • •. • • • � • �M • .wf ••... • 611E 21 r• ♦�.r • �. • • • • • :At • • Wails spacedat6 inches an centers edges, 12 bags at Immediate supports (10 inches at iatennediate supports for t1oas), .wept 6 iacbcs at av supports when spans are 48 inches or more. For naa4n Of plywood and and shear wails, refer so Section 2513 (c). Nails for wall k may be common, boat or casing. 6Coaosionssesistant siding at casing nails conforming to the rcgquim nee s of Section 2516 W1 . vaginas spaced 3 Orates on Ceatarat criaiiorcdgcsand6iachesarcaseratirt e roofing nails with Wurincb4iarneter head and 1U2 ltngtls for UI. inch sbeathia1 and W arch !cash tar , a Ihg segwn mezb of Segos 2510 (01. • • - - • . . .staples with minimal 1l*i ncb dower and 11is -rock kngth for 1/2 -inch sheathing and 1U2 rich km* for Risch to the seq ms at • Section 2.516(j ). 111.111.•ELik N144 • . ' ,� _ l.A.,_. - - . •+ - - ..•... K .� ._._.. - - • • . ••# • / r, l . gr. 4b Ayitaiude‘ - •ftshiabikr.ast. • ° V , 7 • 1hh/M,Jrp FLoo 6Qek1 FRO1?b imr:.414. WALL \VOLI. 4LUP � 57A444eZ12 hQi�K.o 12" o/• • ,Aolh'r F bNALL BF. U'9 I� •onJK1EGT1oN ib aoisT 61 /0..p 5oNI 2 10 O E4Jtal. LP/ril MIS i INIONNII 11Z175ev... ('*it of cALc.+s) 2 xt• p /►LK. TUb"S � Z • a` 2XV iz.A.FTvc.LS GEII; (a %.101 e4" oic. Of Ile) Zxco P.aFTE.�S t� Zc}n o% ( 4f#Ls) . - " ,- "s flth 2xl• NIP .1/►GIC. T�LI�S'S ZqM ac II Trusies: stress analysis and • I drati4ngs/detaf]s shall be 'staieQal by an • kproved State of tiashingtcn registered imginerex (dtan+ings/deCai]s shall be co job site for lratai� 3nspectioa). actured trasses shall byre • ' iC3entif f ed by er's stn►• • Field assembled truss: `engineered stress analysis and details•shall be submitted to Building Division :. • - for approval. • • I r inter truss: - engineered stress analysis and details shall be • - ,pubsittcd to Building. Division f or approval. . A g. • All roof trusses stall be so framed and :tied Into tbs framoack and ao as to fay► an - - Root 3n pelt`'oE"`te� have ._ . is fiiked and 'mu :misberii- tightened before-Ay' I 2003 - Iced is the Um.. and way bracina shall used to boom all root trusses. ` • • • • • Use approved /applicable truss "supt - ban - • . iii • -- �g por data an . st�13,, • before finy f .olts o alteration. . . •'» • • IIIIIIII1IIHII Z IALZ oO ti) Z CO' < (1) ILI Z > I" 0 r S. M C 0 us. -44 Q • %)0 III111IIIIIIIIII= m e s xag4 1 !1 t i • L rip 212 • � ' • I at : C s .1 ff. Ilio _ r f :4‘ mi ‘ *I° Z I T 1 U� Jj 4� 1 PO BOX 1078 AU6URN.WA 98071 854.8500 Lie. TER HUH -5.-133J7 Evart' sHort has been made to avoid inaccuracy in the preparation of this plan; however the designer cannot guarantee against human error. It is = the ligation of the builder to check all dimensions and details on the job and to be responsible for same. w date: drawn by: "V 15 New Residence For: VERDAYNE JOHNSON plan no.: a •• 4.m op k1.1 Tp Ftt*.its.ILy onv X , l N S 1 W IL FL1u'(' I T ' ! . 1 T 1 ! • r4. z x4 'LO i . �:. / Alm ‘, et.. sib" Ty pe. ) G sw. e» t u6/41.4 R IT J sP� V • ••• • • • # • • P/frDrvL • 41 • • r MID r.kJ ET r• _4• • Zx i1 iuca •(z • i4- 7/2, ?..1 Eie.,4 • t! • to T���► k1. wsu.. Nst B ee.. / CoLu r4J i` -1' -0° to etc. fo4b•r • • NW v1LV s4E r°tp'°'1t'°''' RAu ___.. woo - -_ __••• . WP i 4 N • VIP � 3 � G� X pO'3[ pm op ►.1 To Woo ►apbsc. Sham ex 2 tit A f TeR.b O.74% 12/c. •. . . - CRAVA7. . 1 /2 . ! &Ayala. ST/al R. 1..1 o Ua'able space. • • under stairs shall have walls and soffits (a) the enclosed side) pro* ttcted as required for Cana -bcur fire - resistive (=Unction. Soc 3306 (m), U.S.C. I • Pireblack stairs: bets stair stringearat' at top and bottom and along tun betwoen studs, Section 2516 C O . 13.13.C. • . • • . Stair : rise 8°. aninia run 9' h e a d r o a c a mini ma 6' 6 •, minima width 3 6' . Handrails to have ends returned and placed minium 30 ". saaxinsit 34 • above .tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall he not less than le nor :bare thsnr. . in crass- •eotiacal dimension cit ,the shape shall pro- vide an ,equivalent gripping surface. Itie hanc3grip portion of handrails shall have a smooth surface with no sharp corners. liond- rails .projecting fraaa a wall shall have a space of not less than 11" between the wall and the handrail. Section 3306. U.S.C. • ATI-1E01 AA. 6E1 LI &W.:E.: . :;■ -111 11711111 r 14 111!..11.1 , - .1 171141 16 • Ver pLifsvcs42. _os aitscobe • We • 4.7- -Q. 4"•• _ . *1 'Alba xv•sireaAloki *:dbl * 4 Tr A-r 12 o/G. M . • 1 r ��'I - r • S T L1.1Q:L1 141E L ve 4iPt o 4 - . . A►L. Kira . . 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Pre nib tj.g - a l _ ._._ _-. 0 — or ziamo p.b.F.MOCILILIN(6 *dirt a► L. MAWS S Se4ALL.. be • p ecJ(PE0 aRO)N►P iii t"t r r '�►ma - peel ••4 avoi..0044 fccr fliN1 C� l� A.?jo 101 MR111111111111111 • 1 • • Asti g.1z. 0 R.. 0 !Lv.-r t. It LAv F I owe_ II ow g... I • a •• 4.m op k1.1 Tp Ftt*.its.ILy onv X , l N S 1 W IL FL1u'(' I T ' ! . 1 T 1 ! • r4. z x4 'LO i . �:. / Alm ‘, et.. sib" Ty pe. ) G sw. e» t u6/41.4 R IT J sP� V • ••• • • • # • • P/frDrvL • 41 • • r MID r.kJ ET r• _4• • Zx i1 iuca •(z • i4- 7/2, ?..1 Eie.,4 • t! • to T���► k1. wsu.. Nst B ee.. / CoLu r4J i` -1' -0° to etc. fo4b•r • • NW v1LV s4E r°tp'°'1t'°''' RAu ___.. woo - -_ __••• . WP i 4 N • VIP � 3 � G� X pO'3[ pm op ►.1 To Woo ►apbsc. Sham ex 2 tit A f TeR.b O.74% 12/c. •. . . - CRAVA7. . 1 /2 . ! &Ayala. ST/al R. 1..1 o Ua'able space. • • under stairs shall have walls and soffits (a) the enclosed side) pro* ttcted as required for Cana -bcur fire - resistive (=Unction. Soc 3306 (m), U.S.C. I • Pireblack stairs: bets stair stringearat' at top and bottom and along tun betwoen studs, Section 2516 C O . 13.13.C. • . • • . Stair : rise 8°. aninia run 9' h e a d r o a c a mini ma 6' 6 •, minima width 3 6' . Handrails to have ends returned and placed minium 30 ". saaxinsit 34 • above .tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall he not less than le nor :bare thsnr. . in crass- •eotiacal dimension cit ,the shape shall pro- vide an ,equivalent gripping surface. Itie hanc3grip portion of handrails shall have a smooth surface with no sharp corners. liond- rails .projecting fraaa a wall shall have a space of not less than 11" between the wall and the handrail. Section 3306. U.S.C. • ATI-1E01 AA. 6E1 LI &W.:E.: . :;■ -111 11711111 r 14 111!..11.1 , - .1 171141 16 • Ver pLifsvcs42. _os aitscobe • We • 4.7- -Q. 4"•• _ . *1 'Alba xv•sireaAloki *:dbl * 4 Tr A-r 12 o/G. M . • 1 r ��'I - r • S T L1.1Q:L1 141E L ve 4iPt o 4 - . . A►L. Kira . . 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Bndry Edge Dia 1 2 3 4 5 Diaphragm Case Unblocked OTHER Unblocked CASE 1 Blocked Blocked Blocked Blocked .Blocked 6 4 2.5 2 2 6 6 6 6 4 3 3 Allowable 'Shear Notes (x11) 0.21 0.28 0.32 0.42 0.64 0.73 0.82 [ Floor Diaphragm Schedule 1 /� (Gr, z i Speciea]-. r 23/32" Sheathing w/ 10d Common ] Nailing Dia Diaphragm Case (in o.c.) # 8naxy Edge 1 2 3 4 5 6 7 8 Diaphragm Notes GENERAL NOTES a) Staples shall be installed with crown parallel to framing member. b) Fastners shall be driven flush with surface of sheathing. c) Space nails 12 in oc along intermediate framing members. d) Provide boundary nailing continuous panel edges Cases 3 & 4. e) Provide boundary nailing • all panel edges Cases 5 & 6. • f) The high -load shear values as listed in IC80 ER 1952 can also be found in Table 9.10.1.3a of the 1991 NBHttP Provisions and Table 2306.4.6.1 of the 1993 National Building Code ( BOCA). SPECIAL NOTES (apply to diaphragms specifically noted) i) APA Rated Sheathing, STORD- I -FLOOR BXp1/11Xp2 /13XT or C -C /C -D Plywood. 2) Struct I APA Rated Sheathing EXP1/EXT or Struct I Plywood. 3) Provide 3xoe (76am) at adjoining panel edges tit /nails staggered. 4) All members to be 4x minimum w/2 lines of faetaers•(ZCBO ER 3952). 5) All members to be 4x minimum w/3 lines of laetaers (I060 ER X952). • 6) special inspection is required in accordance with iCBO ER 1952. 7) Provide boundary nailing. e all panel edges Cases 3,4,5 &.6. 8) All members to be 3x (76nna) miainwm • • • • • • • • Unblocked OTHER Unblocked CASE 1 1 Blocked' Blocked Blocked Blocked .Blocked Blocked Blocked Blocked 4 A 6 4 2.5 2 4 4 2 ..5 2.5 stogy„ : . • • • r • s 6 6 6 4 3 6 4 3 3 Allowable Shear (Xli) 0.21 1 0.28 1 0.32 1 0.42 1 0.64 1,3 0.73 1,3 0.93 1 1.30 1.51 1.81 2,5,6,7 3 4 30.0 36.0 • • • • • • • • • • • • • • • • • • 1 1 1 1 1,3 1,3 2,3,8 Notes • • • • • • F tlagle 410-milimmals ilImrsee tr 2 Nam tr 3 "M i Iltar 1 Z(4111 Latass: t iimpsan 11e -14 --5983 JOHNS ii 5 1 • . u r. �i, nA...nw,... 4141-,,. SW 1 2 3 4 5 6 7 8 9 C Shear Wall Schedule limmummminnalmmonamammunimaimIGr.III Species j 17/16M Sheathing w/ god sox T for Toe Nailing; GB for Gypsum Board; OSB for Oriented Strand Hoard - [ Shear Wall Notes ] GENERAL NOTES (applies to all shear walls) 1) Block all panel edges with minimum 2x (5limn) blocking. 2) Framing to be a maximum of 24 in (61Oa) oc. 3) Offset panel joints on each side of wall minimum one stud bay. 4) Apply nailing to all studs, top and bottom plates and blocking. 5) For Rated Sheathing panels, space nails • 12 in (305 man) oc along intermediate framing members. 6) Provide solid blocking under the shear walla at the diaphragms to accommodate the bottom plate attachment. 7) Fasteners shall be driven flush with surface of sheathing. SPECIAL NOTES FOR SHEAR WALLS (applies to walls specifically noted) a) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 the anchor bolt spacing has been decreased by 1/2 (use 2x). b) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3 M nominal or thicker , and nails on each side shall be staggered. c) For shear walls 1 and 2, framing to be a maximum of 16 in (610 mm) d) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). e) Provide 3x (76mm) at adjoining panel edges w /Haile staggered. f) APA Rated Sheathing BXpi /gXpZ/gXT or C- C /C- D /Struct II Plywood. g) Provide minimum 3x (76uin) blocking or joists beneath bottom plate with bottom plate nails staggered. - rams( Holdown Schedule ] [ Gr III Species .1==m 3 _ - C Simpson Strong - Tie Holdown ] ( Simpson 2001 Catalog ] • HD 1 2 3 4 5 6 7 8 Shear Wall Sheathing [Thick (side)] 1/2W GB (1) 1 /2" GB (Z) 7/16! 08B(1) 7/16" OSH(1Y 7/16" OSB(1) 7/16" OSB(1) 7/16' OSB(2) 7/16M OSB(2) 7/16M OS11(2) TYPe STHD 8 STHD1O STHD14 PHD6 PHD8 H 1OA HD14A HD15 • .I. -: - f ' if- _- r . ; + "ma ∎,.+: ,.- ......,.....�.�.-.�..._ ,_41.41. Edge Nailing Ifs oc) 6di7 6d i 7 lOd • 6 lOdi4 lOd i 3 lOd • 2 10d i4 10d • 3 10d II 2 Foundation Level Stud Type (2)2x (2)2x (2)2x (2)2x (2)2x 4x 4x 6x Faatner to Stud (24) 16d (28) 16d (38) 16d (18)SDS3 (24) SDS3 (4)7/8 4 (4) • 0 (5) 1• • Anchor Bolts tin oc) 5/9" • 72 5/8" 1 64 5/8• • 48 5/8• 0 32' 5/8• 12 5/8 0 8 5/8" • 24 5/8• i 18 5 /8M t 12 Anchor Bolt mower 7/84 7/8 7/84 1• # 1 -1/44 Holdown Schedule ] Simpson Strang -Tie Holdown Simpson 2001 Catalog ] Bottom .Plate (in oc) 16d 612 16d v 6 16d • 5 16d 0 3 16d a 2 16d•2 2 -16d 0 3 2 -16d • 2 2 -16d 12 Cap Detail Kips Number 2.21 2.88 4.30 5.86 6.73 9.54 11.08 15.30 [ Gr III Species Stud Fastener Type to Stud 1 CS18 (36•) Z (2) CS20 (36•) 3 (2)CS18(36U) 4 (2)CS16(48 -5 MST72 6 2)MST48 7 2)MST60 8 2) MST72 9 HD15 2x (2)2x (2)2x (2)2x 3x (2)3x (2) 3x (Z) 3x 6x (18) lOd (18) 84 ea (18) 104 ea (28) 84 ea (56) 16d ea (42)16d ea (46) 164 ea (56)164 ea (5) 1 1.27 2.01 2.54 3.30 5.80 7.63 8.92 11.60 15.30 Rim /8ak to Top plate (in oc) 16d • ST A35a32 w /12 -8d A35024 w /12 -8d A35016 w/12-8d A35•12 w/12-8d A350 9 w/12-8d 2- A35115 w12 -8d 2-A35012 w12 8d 2-A350 9 w12-8d IIM01P*. - • ,.p*•. •„ I ee rerememm.f.• .111...111/ .. fi • . ••••• • ' r •, . . - Allow Shear (KLf 0.10 c, d 0.17 b,c,c 0.23. f 0.34 f 0.45 a,e, f 0.60 a, e, 0.70 a, b, a -g 0.90 a, b, a -g 1.20 a,b,e -g DID. as Eu KifILA a • Notes if ', T OCT A 200i [ Holddown dotes aTINER7►I. ,ii0= 1) Minima concrete oo■pseoive strength to be 2.5 Iasi (19.2 Mid). 2) Refer to manufacturers catalogs for ainiya distance to foundation, corner; minimum backing amber size; & anchor bolt embedment depth. 3) 'The anchor type baiadownv at our levels shall have a pair. +owe abanre and one be].ar, tied by a threaded rod. 4) fit.L, and 413c,. poets at holdout= shall be of 12 grads or butts, and EA_ Ponta of ii grads or better. S) The stud fastener for sure • shall be 16d sinkers i) Use STET for S'i7q, S'lsmOsT !oc =m0, and S1111Di4i6T or ST1Q14 where rim joists are installed. 7) Miaisua stem w11 to be i' ride for 1 -story buildings, ON wide f having 2 or aim stories INCOMPLETE LTR #_L • • 0110 A r • • 1 Z w•y A .e."' M.4711•.••111)111• r•■•; ;Tiim✓ rM ...4.r i•■ • . • r. trier. •• ..M1 I .. •,may► •• • r •••• • -- — - - 0.•m mores NI • .. r••• • w • • S.• • NM V. •r•• .• .. ••r.• •— te • r • • • - . r• r ∎ MM • �� • M w ••1 •.••• •r • .• •. • •• •• • •• • •••••. •• ••• • •• ••• •.•4, • • •r••••�• ♦• • •. • •.0 ••��•• �+ .. • •. • • • • v••• • • ••• •• •• • . " • • •• • • • • • •M• •• • • • • •• ,r •i • w ommior • • • • METAL *TRAP PER 41TRiG •CrALb 1' •rte' TTAL L TO CONNECTION J • 'COMPOSITION 60161.E11 a/ r PELT 01 Yr CM PLYWOOD CM CEDAR v✓ MP PELT a/ 2x IRAPTIPS OR MOM • 24' Or. (2) WI • V Oa VENTED 2x- BLOCKING NA/ lad • i' OrG. T NAILI ellIP CIN HI SE I!lMIC CLIP AT EACH T*a. Cal! EQUAL PLYWOOD &EATING PER PLANS OR PER SWEAR WALL SCHEDULE TRESSES 1274- CL O JOIST. • 24' O.G. 3*. MC* • lib' O.C. SCALE: 1• . 1• *D' SHEAR WALL PERP. TO TU55E5 • 2x- STUD WALL 2x4 FIRMWARE TREATEDSIL.L — WITH 31S' DIA. x li r ANCHOR BOLTS • 4 0m MAX 12' PROM Ems, OR PER SHEAR WALL mewl EMBEDMENT 4' C4NCPIETE SLAB 6 Mme. VAPOUR BAWER a✓ 4• GISANILAR PILL ..• ' =I I ir•-4 I l'"• i • • • • • • • • • • • r • • • r . •. • ••r •• • :' • • • • • • • FRAMING AND FOUNDATION DIMENSION • •• PLYWOOD SHEATHING: PER STRUCTURAL PLANS PETAL STRAP HOLD P01111 PER STRUCTURAL •• • SCALE, 1' • • : s z3 r • r +.• • • . •• .. • • - • r • .M • . SWEAR WALL AT GARAGE SLAB • • 2x- TOP PLATE HEADER PER (2) 234- 6TUD6 APA RATED SMEATWING (ONE SIDE) b MIN„ 24/ DCPOOLIRE I NAIL SHEATNG TO AU. HEADERS w/ $d 3' OA EACH WAY NAIL &MATING TO ALL PLATES w/ ad • 3 0,C. NAIL °HEATING TO ALL STUDS wJ Aral • 3' O.G. NAIL & EATING TO ALL BLOCKING w/ ad a 3' O.G. l. DIAMETER ANCHOR 130LT w/ 'l' EMBEDMENT (2) SIMPSON HDbA'S OR EQUAL. TO CAPACITY OF MOD lbs. RAISE CONCRETE STEM WALL TO MAINTAIN , I..• MAX WALL HEIGHT (2) SIMPSON SSTDW'S OR EQUAL EMBEDMENT DEPTH MAY VARY 04 LATERAL. TIES • 12' Oa WHERE STEM WALL EXCEED. 12' ABOVE SLAB (2) 44 VERTICAL BARS CONTINUOUS =METE FOUNDATION *1 (2) EARS • - 71 4 i i • SCALE: i• • I' -4r' '••1.. ••••'4•x.•6':•• •! . •pro,.... abr... . • •• r •••••••••••••...w t +• •► • •rM ••+. . •• •. • ••• • • •••• •r • •• •• •%• ••• I 1.,II I ATPFP111 I• Ik1I • 2 / • 4.0 SHEAR WALL PAL TO JOISTS 111 • •