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Permit D03-287 - JOHNSON RESIDENCE - NEW HOUSE
JOHNSON z RESIDENCE 1z ; W CL D 11844 44 TH PLACE u)W J _ Q LL W0 SOUTH 2� LL. Q CO D =a I- W Z= I- 0' ZI- D03 -287 .1H+. .w., . ...L., a...a .. ..�. .... ..+. r,,........ zs.....• r... ri :ii(�A.un�W'.`vf+'.�,i1:._u�sJ. 1 :: `. A.fl.+� A4r' C:.`,• Y. i, 'al ^1�i�.l..x]�.:.daJ.'�S1G.an. tw= tw_:.y:4.Irv'��iaA. �r11.�:,�. e:lii „y WW Z Parcel No.: 3347400765 Address: 11844 44 PL S TUKW Suite No: Tenant: Name: JALON JOHNSON RESIDENCE Address: 11844 44 PL S, TUKWILA WA Owner: Name: JOLAN JOHNSON Address: 802 45 ST NE, BLDG 2 -302, AUBURN WA 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 DESCRIPTION OF WORK: CONSTRUCRTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, FLOOD ZONE CONTROL, WATER METER AND SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. SEE PERMIT D03 -288 FOR PAVEMENT MITIGATION AND STREET USE PERMIT. Value of Construction: $ $220,291.20 Fees Collected: $19,909.73 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 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 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: DEVELOPMENT PERMIT D03 -287 Permit Number: D03 -287 Issue Date: 12/24/2003 Permit Expires On: 06/21/2004 Phone: Phone: 253 - 854 -8500 Phone: Expiration Date:05 /01/2004 Y N Private: N Public: N Y N Profit: N Non - Profit: N Printed: 12 -24 -2003 �/ .✓.S..i.�J.�'....w:,..•f:ca .L xhl.ili..Si: + .1.1:a.t.:l .. t0,:1faL3ciiF� +'ca vi1... Y.• r l. - tijy . z iI— w re 6 J O 0 co 0 J w J u. • 0 = z � i` 0 z H w • w U O N O 1— w W — O .. z w U= 0 z Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Y Private: N ** Continued Next Page ** D03 -287 Public: N Printed: 12 -24 -2003 Permit Center Authorized Signature: i�� � °mil- - �i Date: /.�- ° K_' I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: / and/ t a It/7k? `'f L This permit shall become'liull 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 Date: /L, ?- 1/--(43 D03 -287 Printed: 12 -24 -2003 Parcel No.: 3347400765 Address: 11844 44 PL S TUKW Suite No: 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 Water Main Extension: doc: Devperm N 2EPrzi 1V City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: JALON JOHNSON RESIDENCE Address: 11844 44 PL S, TUKWILA WA Owner: Name: JOLAN JOHNSON Address: 802 45 ST NE, BLDG 2 -302, AUBURN WA DEVELOPMENT PERMIT Permit Number: D03-287 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: CONSTRUCRTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, FLOOD ZONE CONTROL, WATER METER AND SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. SEE PERMIT D03 -288 FOR PAVEMENT MITIGATION AND STREET USE PERMIT. REVISION #3 FOR CHANGE TO STORM DRAINAGE SYSTEM INCL. PUMPS. Value of Construction: $220,291.20 Fees Collected: $20,030.04 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: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Profit: N Private: N D03 -287 Public: N Non - Profit: N Public: N Printed: 05 -25 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: Y doc: Devperm ** Continued Next Page ** D03 -287 Printed: 05 -25 -2004 ++.�Aix�w�rYPM City of Tukwila Permit Center Authorized Signature: 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 co tru ion or the pe o i mance of work. I am authorized to sign and obtain this development permit. Signature: Cir\ Date: F5 /aNS m O Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: 3C4■ )0\\XV\O‘(\ 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 -287 Date: Printed: 05 -25 -2004 . 11_.1�4J.. +uw.wrn.s4•w r..r. �, v.. ..+. �w , rAM'NrinwwYrwrr'tr^ +wu+.w+rN+� WMwr�r ... �r � .. ..... ... � �. ...... n.. LIZEPTai ore City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347400765 Address: 11844 44 PL S TUKW Suite No: Tenant: JALON JOHNSON RESIDENCE PERMIT CONDITIONS Permit Number: D03-287 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. 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. 303.1.3.). doc: Conditions D03 -287 Printed: 05 -25 -2004 • r';':.: Xw4 ur 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 -287 Printed: 05 -25 -2004 t H. l;a,;:<�.wa.�.,:., i'a �; wt ��,'„. 7�rW�ro. y. ��4��h�.,.,. S. rtF.. k;;. k,{. S� .iL..,.^��t,a�.nif:2S�lr %itF�i c� -•rs �+•; a�v4�SA4'{ S'i4i�... .''l rPt` 4n: Mrhtewr+ xroar: em�ar.. r+ �w�nrnmawnM�rAm4�ard' FwrXUaatrrtfx +Y ?16rt4Yb�Ca�tAK'ttrtYk�t +• City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 35: Condition for Revision #3 - Storm drainage system shall not cross on to adjacent owners property, otherwise, provide copy of private storm drainage easement to Public Works. doc: Conditions * *continued on next page ** D03 -287 Printed: 05 -25 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work regulating construction or the performance of work. Signature: Jur, Print Name: C\ G l U v\ v C doc: Conditions 003 -287 Date: 5 hl ordinances or local laws Printed: 05 -25 -2004 w. zr�; a: sa`' rc: •:via;�;�:a�?u��',v;' ?r�3xr`;i WATER METER INFORMATION a 1 I- ~ w Permit Number: D03 -287 6 D Issue Date: 12/24/2003 -J 0 Permit Expires On: 10/09/2004 co o co Lu J H co ti. w g t. a c o = �w z METER #1 METER #2 METER #3 F_ 0 z I— w w Water Meter Size: 0.75 0 0 0 Quantity: 1 0 0 0 S2 Water Meter Type: PERM w = w U Work Order Number: 5 204G03 �_ iz z Connection Charge: Y $60.00 $0.00 $0.00 v to Installation: Y $490.00 $0.00 $0.00 H H Additional Install Deposit: $0.00 $0.00 $0.00 0 Plan Check Fee: Y $10.00 $0.00 $0.00 z 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 Parcel No.: Address: Suite No: 3347400765 11844 44 PL S TUKW DESCRIPTION OF WORK: CONSTRUCRTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, FLOOD ZONE CONTROL, WATER METER AND SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. SEE PERMIT D03 -288 FOR PAVEMENT MITIGATION AND STREET USE PERMIT. REVISION #3 FOR CHANGE TO STORM DRAINAGE SYSTEM INCL. PUMPS. Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,280.00 doc: PWWATER City di Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor James F. Morrow, P.E., Director $1,680.00 $0.00 $0.00 D03 -287 Printed: 05 -25 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347400765 Address: 11844 44 PL S TUKW Suite No: Tenant: TALON JOHNSON RESIDENCE PERMIT CONDITIONS Permit Number: D03-287 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. 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 -287 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 -287 Printed: 12 -24 -2003 NOXVM.aFV§m yrNe SCY wo!tt.r'viAiirftlf- FYI? !S}:1Oaktk4�JK."k'Mlt' }5x:; �'nklLlt�i.9 �: 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: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: J crJl`/' k -4/ Uv"l/K D03 -287 of law and ordinances other work or local laws Date: 0 - a q- 0.3 Printed: 12 -24 -2003 ks n; A< vo:. t: nlut- tUti�i�. i. F. i.' lW,:v31r{ ✓a. . z _i- w ir 00 CO J = f~ w L a to I I -w z = r— 0 z O • N � H w HI- -O Z W U= 0 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 3347400765 Permit Number: D03-287 Address: 11844 44 PL S TUKW Issue Date: 12/24/2003 '~ w Suite No: Permit Expires On: 06/27/2004 _i B J U 00 u) 0 J = H u) w w 2 J LL Q METER #1 METER #2 METER #3 'I d w H ZI- I- 0 Z I- w w D o U � Work Order Number: 5204G03 O 1- w w Connection Charge: Y $60.00 $0.00 $0.00 i - 0 Installation: Y $490.00 $0.00 $0.00 Add itional Install Deposit: $0.00 $0.00 $0.00 — 0 Z Plan Check Fee: Y $10.00 $0.00 $0.00 0 cl) Inspection Fee: Y $15.00 $0.00 $0.00 H = Turn On Fee: Y $25.00 $0.00 $0.00 01— Z Subtotal: $600.00 $0.00 $0.00 Water Meter Size: Quantity: Water Meter Type: WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCRTION OF A NEW 2205 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, FLOOD ZONE CONTROL, WATER METER AND SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. SEE PERMIT D03 -288 FOR PAVEMENT MITIGATION AND STREET USE PERMIT. 0.75 0 0 1 0 0 PERM Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 TOTAL WATER FEES: $2,280.00 doc: Miscperm D03 -287 Printed: 01 -14 -2004 Site Address: // 3 Xi( 46/ 77/ Tenant Name: Property Owners Name: CITY OF TUKWILA Community Development Department 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** • JA Le)ri Mailing Address: 5f).2.. c-/G s-r 1■16 81-5 2 Name: 6' Ag.L. Mailing Address: po Box lLo City E-Mail Address: CcrI @ ler e ko vvi es , 14 ejl- Fax Number: - r - E I-I LAN Company Name: Mailing Address: po Bo 12..607 Contact Person: CARL /A, Ft t,- E-Mail Address: Cct , 4 King Co Assessor's Tax No.: Suite Number: New Tenant: A tA—B t City 34 - No- o LOA- State Floor: .... Yes D,.No (7 002- Zip Day Telephone: A6 - 9s-q- S�o KC.- City 1AJA 9&73s State Zip WA- 903 s State Zip Day Telephone: ,25-3-q5-4/--s--60 Fax Number: g 6 - Contractor Registration Number: -- 102-1-1 IA34 Z.133 Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** ARCHITECT be wet stamped • = . „ ' Company Name: Mailing Address: Contact Person: E-Mail Address: E NGINEER oF 4cogp ..:411planS be wet stamped Recoil:11: Company Name: CIA, A 5 u L . T Mailing Address: Contact Person: JL.L. j E-Mail Address: 1.4c. A.) %applications \permit application (3.2003) 3/2003 City Day Telephone: Fax Number: State Zip ■00 Page 1 A 00 , WA , - • #4 7 City State Zip Day Telephone: goz6-- 3 - 33 Fax Number: 4 . " 8'3& - 3 7 0 7 41. ILDIN , PE RMIT INFORMA "'■ ..,. Valuation of Project (contractor's bid price): $ ( (..P q 5 y Scope of Work (please provide detailed information): $./ 1.%) 51 n/q Ltd /4-14- l L. Y i4? s / l,�C. /.1 C 6 t�/ A-�j4-G�L; D 44-2 i -c -i. / Will there be new rack storage? ..Yes If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage: Below "'Floor: 20° Floor 3t Floor Floors ;Basement Accessory Structure* Attached Gara Detached. Garage . . Attached Carport Detached Carport .: Covered Deck Uncovered: Deck . Addition'to Existing Structure 13 ?S a o. Type of: Construction per UBC .: Type of Occupancy per UBC 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) ZC> 9 d *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: 2 Compact: Handicap: Will there be a change in use? 0 ....Yes g":No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes NcrIdb If "yes", attach list of materials and storage locations on a separate 8 -1/2 x l 1 paper indicating quantities and Material Safety Data Sheets. • %applications\permit application (3.2003) 3/2003 Page 2 • Existing Building Valuation: $ Scope of Work (please provide detailed information): #46-..-71,0 Su! CSC- L lc 4 vH 1 L y L P6 - A -� ""�4 c Q —14 Z- Water District Tukwila 0... Water District #125 ❑ ... Water Availability Provided �ym itted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drains e) ❑ ...Bond ❑ .. Insurance Easement(s) Proposed Activities (mark boxes that apply plemPec .) ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right - of - way Use - No Disturbance 12-7:.Construction/Excavation/Fill - Right -of -way ✓ Non Right -of -way ✓ sti ...Total Cut Total Fill ,[E ..Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Permanent Water Meter Size... 3/ " ❑ ...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ \applicationalpermit application (3.2003) 3/2003 „ Call before you Dig: 1- 800 - 424 -5555 Please refer, to Public Works Bulletin. #1 for fees and estimate sheet. Page 3 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line • ate cubic yards Er.. Work in Flood Zone cubic yards Storm Drainage ❑ .. Highline ❑ ...Renton Sewer District .B':: 0... 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. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation Er... Utility Undergrounding Wo# Z04 GA3 WO# WO# ❑ ...Deduct Water Meter Size Private Private FINANCE INFORMATION Fire Line Size at Property Line Or:Water iirSewer Monthly Service Billing to: Name: t fL L,c74 Mailing Address: cvZ Water Meter Refund/Billing: Name: J A 1.,,,0 t■l Mailing Address: Number of Public Fire Hydrant(s) 0... Sewage Treatment o d N Sc� r1 (1ST' 5-r: ,11 ' 2 302- 802 - i- fs ST' 1q6 Day Telephone: 2 5 - S24) - D A ai 2.i4 l City State 7 Cr2_, Zip Day Telephone: 4 LA g.1•t W ►q" 4 State Zip City Unit Type: ' ": Qty Unit Type: Qty. Unit Type:. = Qty Boiler /Compressor: Qty Furnace <100K BTU Q Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU ,;, . . Fumace>100K BTU Evaporator Cooler c 9S ff/ / 3 -15 HP /500,000 BTU' Floor Furnace Ventilation Fan f 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System I 30 -50 HP/1,750,000 BTU Appliance Vent Hood I 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM , Incinerator —Comm/Ind 1VIE ERM1 TNINFORL.YATIO 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): nl C: (••-) S I N 4 L v= a t✓ S I ID L N Use: Residential: New .... Replacement .... Commercial: New .... (] Replacement -... 0 Fuel Type: Electric 0 Gas ....1>ir Other: Indicate type of mechanical work being installed and the quantity below: 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 R AUTHORIZED AGENT: 2 Signature: Print Name: /ZL LJ i; L L L Mailing Address: p p i x- c (2. Ci 1 'applicationa‘permit application (3 -2003) 3/2003 06431;367 Date Application Accepted: '- I/ -o3 II . Date Application Expires: Staff Initials: i Page 4 Day Telephone: Kau City Date: 7 -a 3 ,62‘53- C j� �18d35� Late Zip ati�s 4 `'3ii8YU S t ls3 ra'5 ' u W i� i :if!te^r'nJk}{l�i`u.75¢1Y rnS�R�Y 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 3347400765 JOHNSON RESIDENCE R03 -01113 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: Amount 1,544.88 Current Pmts 1,086.38 250.00 37.50 171.00 Total: 1,544.88 D03 -287 PENDING 09/1112003 Payment Amount: 1,544.88 Payment Date: 09/11/2003 12:57 PM Balance: $1,918.85 2523 09/11 9 716 TOTAL 3089.76 Printed: 09 -11 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3347400765 11844 44 PL S TUKW JALON JOHNSON RESIDENCE R03 -01553 SKS 1165 SECURITY STATE BANK BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW 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 Description Payment Check 3552582 000/322.100 401/386.550 000/345.830 000/342.400 000/345.830 000/342.400 000/345.830 402/379.004 000/386.904 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 18,364.85 Account Code Current Pmts 1,671.35 1,680.00 10.00 23.50 -37.50 293.25 72.25 9,097.50 4.50 4,960.00 60.00 15.00 490.00 25.00 Total: 18,364.85 D03 -287 APPROVED 09/11/2003 18,364.85 12/24/2003 08:37 AM $0.00 2/3o 9716 TOTAL 10439.35 Printed: 12 -24 -2003 z RECEIPT ,� W Parcel No.: 3347400765 Permit Number: D03-287 Address: 11844 44 PL S TUKW Status: ISSUED N 0 Suite No: Applied Date: 09/11/2003 Applicant: JALON JOHNSON RESIDENCE Issue Date: 12/24/2003 -I H WO Receipt No.: R04 -00135 Payment Amount: 73.31 Q O Initials: SKS Payment Date: 02/09/2004 11:05 AM H W User ID: 1165 Balance: $0.00 z _ H . t- O Z I- W • W U � O N O 1- W W = - U Type Method Description Amount - 0 Payment Check 25555 73.31 I11 N U O~ Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BLAKLEY BROS. INC. PW ADDL PERMIT /INSP FEE Account Code Current Pmts 000/342.400 73.31 Total: 73.31 Printed: 02 -09 -2004 ■ Z Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT =i- ;l— z lli re 2 Parcel No.: 3347400765 Permit Number: D03-287 6 v Address: 11844 44 PL S TUKW Status: ISSUED 0 0 Suite No: Applied Date: 09/11/2003 u) ill Applicant: SALON JOHNSON RESIDENCE Issue Date: 12/24/2003 11J H U) LL w 0 Receipt No.: R04 -00160 Payment Amount: 47.00 LL Q co Initials: SKS Payment Date: 02/11/2004 02:57 PM z w User ID: 1165 Balance: $0.00 Z I I- 0 Z I- w W 0 - 0 I-- w W TANDIYA HIGHTOWER TRANSACTION LIST: Type Method Description Amount I- F- u O Payment Check 5644 47.00 iii 0 =. 0 PLAN CHECK - RES Account Code Current Pmts 000/345.830 47.00 Total: 47.00 T 02/12 9716 TOTAL 94 „ 00 Printed: 02 -11 -2004 Z Pi'aject: V \� h v sDa M e of Inspect. - (, Ail dres 1 , ( Date Called Li 1-1 Special Insttuction. Date Wante (� [L © Requester: ! ) ���� CJ P5 't 1 77 i 7 19 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE' M NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 •)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Veit COwi 144k -ve) Inspecto : -- Z vi/ Date: 9 - � V � $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: Fti•. : « '� W :7, ° .car;;: z w J 00 coo cow J H � w 2 ga (O = I... W Z = F- W W • to O H w W HF. IL- O .. z U O ~ z oiect: Tye- •flnspecti n: Ad !Ass: 1 i � �� �� � il, f / Date Ca led: � I� Spe i I str cti ns. Date Wanted: p.m. Requester: \ P No 9 4 ( 111 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C_OvvyL V Inspector e" \ Date: n 7 _ n' 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.: (206)431 -3670 Date: P'r�oject ( kL J4 o Type of I s ection: ` .; ""� j : .. i, J 1 Q 0, • ,� , A dr 4..t Date Called. , Special Instruct9ons: Date Wanted: 1 7 ,), 7 (../ m, p. Requester: q / Gamj � P P5.:: -"7117 qiii INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: eotA f l�e�. Inspectors AM 1' Date: 9 ED $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 f]C w2 J U O 0 N U) W J h = -' w < c I=— _ I- W U O O — O I— W w LL 0 0= 0 ~ Z • ojec • _ Type of Inspection: Address: �(, l t 1 P(f (' It I gH4 1 4 1 j Da e Cal led: ( �lo /l Special Instructions: Date Wanted p7 /oi p.m. Requester: / P 3 9 ( 4 f 1 /"7 h to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (20 )431 - 3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Date: t 4)1,' 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: 3 Type nspection: • . Addre s: � c S Date Called: (0 �' Special Inst uctions' Date Wanted. a.m. , Requester: 9 c) /1 Ph ne No`" ( ; 5 : 1 4 ' / - 7?/7 fS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f�o.�2g7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspectors Date: ci-4-7-oi-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: sii4.,: i: wi; L3��«' G1a11 ',:w.,.�d`•Cdti:E ;S��d�i»� •:ii±,:�sia i:.+'..:..,,. , s�5; z I I- ~ W J U 00 WF- w ? c d = W H = z W O • W U � O - a l— W W W z 0 z 'rojei: t' • 1 1 1 Aii i A_',4 ' • re m: ci C• c � '� t /t /cial Typ- of Ins•ection: 1 _.J i' k / I.4 ,/ Date Called: 6 4 � S I pe ial n Date Wanted. q Vri IF 7 Requester: 0� P4tI D C I 4I w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E Approved per applicable codes. Inspector: skommiliaimumiammow INSPECTION RECORD Retain a copy with permit PER (206)43 -3670 Corrections required prior to approval. COMMENTS: p/A Date: 9 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: T of Inspection: / �{ � . S1 l_f'.�' / t .� t Address: / e e __,_ I/ (1 V.e/ .c' A l t 1C (.�( P4PS5 (2 ) D1ac,P5 Yipe!� t -) of x 1 1 m r\ '‘ vo v vv, Reque j Phone N ..5 — 7i D ) VA A t.‘6( -4-01 ,ate ) \h Lo `` re ‘‘‘ftti q 1c . Cc•es . 5 a`k r ' n A - Pry(' coltJer-i- s! D.-e., Project: / JJi77 �C�l�2:Az497t) T of Inspection: / �{ � . S1 l_f'.�' / t .� t Address: / e e __,_ I/ (1 V.e/ .c' Date Called: 7 /s - a/ pecial Instructions: L aic p ( Date Wanted: - �.`,/ a, rna.,_ Reque j Phone N ..5 — 7i ..- 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PER (206)431 -3670 Corrections required prior to approval. Inspector: - Date: - 1-1c1-00 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: 'R- Z 1I- '~ 6 JU 00 J H U) u_ 0 = W _ Z � ZO W U � N OH W o LLI Z U= O ~ 2 (4)4't COMMENTS: . f S`/ `/� / /�� = 1,1 A A t f , Special In t s : Date Wanted: 7 704( yy Requester: C r / q'1 ( — 771 - 1 Z .A .' , , -,r ,,4 /I. - YJ , r % ( ).-= elf' -- , : t?.. i... /Ph?.i,s,,, r ?1° ,64, / I Project: ibkifrineit4 Ty pe o s t ctior i ! nw(xi 0 Add e�. ' � f fi tUCtiOfl Date Calle � Special In t s : Date Wanted: 7 704( yy Requester: Pho 3 3 r ! q'1 ( — 771 - 1 I2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: PER (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Date: "\L An Ei $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ,..)0 Type of In pection: d dress: j��` u4 � 1 . S o. Date Called: 7 �'`( Special I s ructions: Date Wanted: 7 a 0 41 / ! m �m) Requester: Phone No:�' a 5 fC5Li -- fsov 1 INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' , i El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ... �........ ,......- .au.- �,.ti:i };.'1•cv "'5 �..:..�....._.. �...., e34siS nrxu5 11 ! 41 wt,.$ itis' �t''. lSmi?il' v''? i:'+ ���r4i aL.'.'cu:'s:1•1�N:;:::�5�'. COMMENTS: Type of Ins ection; -•er €Os*?c } I-e4kr Qha .e cd CIE Co 1()OS v-Pr a`k kr)J. -'2 Requester: Ja�vh Phone No: Project: Type of Ins ection; I Address: t ir 1— ' L A 4M PI, 5 Date Called: cD-3 -014 Specia Instructions: Date Wanted: a.m. p.m. Requester: Ja�vh Phone No: 1, • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. Inspector' r Date: / �7 _ U L I 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: (206)431 -3670 COMMENTS: Type of Inspection: , . V� /2/1 � . ) 1 kP(i o ? I CY `tGtint k) rrlp1,,n Date Wanted: po IA 1,U1 knkkl)i,,) ( \r)v[1 ii 1ie11) to 1AL;te, 2 -P Requester: o CA00 r P , LrI Pc( c3 .1.0 Phone No: -f -P cl i (.o tc . . Nos 1 ,A v1 P 1-*- )( r \ () (' j V )-\ t\ ( , L ,-e ".o 141 .OP l'14 \ Ot it S I 1 h r 011 v1 R f. ThreUiLo( 0 (, }1 �� ctc,[,t, n . / r Ytnn 5 I-4.. 1 g.., I/i,p SCrc se 4\ ` I I rf ` 5 Project: v\. Srs IA, Type of Inspection: , . V� /2/1 � Address: V(S) M F■ 5 Date Called: S ecial Instructions: Date Wanted: a.m. p.m. Requester: Phone No: . zf a . �� 4 , ' a5 t"�i`.� Sa�:v. nr�aagxu.:kc� v.`�,h v�:tia�tiY.2t��i�':n ».um: � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector* rQQA,J4r. Date: / - U '-/ INSPECTION RECORD Retain a copy with permit 206)431 -3670 Es Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Z 4 - Z et W JU U c o N W J } (.1) u _ w 2 N W _ Z }- ZO LU w U � co O — O I— W W H rz I II O w Z U= 0 Z COMMENTS: I ^ /.S-r �GL Type of Insp ction: - , • / -/- ` G S 1 1 s (` I t Up( �P t� i �dp) �.v, A .4nv � v Pit �l �co� c 2. } F 1 / c VI rf - -1--c, ;04 r.e.� LA w1 ' � )I, „- ri(,r1 ' c Loy (s-Q ill a i C 3 ,) hc I v,A - • 1 -If►I v ()l n , ).0e ; IeIn I n✓r Requester -P ` in 1 i /riir I 44ni1p�' c�ae•C '"►• � - hUI - .. 1 .U\SV t GV\ ‘ 4 I/ 'p- V4-4 1/ ar Lk) (t 3 ` , in s4 0) Y S t i" A \110 *LAO O S 1 orb ,-� 1. SI Ie o -� ,1 ,�� 1 � a e IS � ,P4-1-\ � ���. � , I,U h p S f a f q C Ic t h� 04- H 3 A I LArj I — SUp l of tlr ( � ( (� . r, 5'4 <>; r1 6 V al r o v e C Or vl,e Y t: v\'sp C c, (i Vn n-O\ p r s--1,,, Al l.J 1� A P r c tvY1 Projt--.- / ' s.10/14 .—CO?? /.S-r �GL Type of Insp ction: - , • / -/- Address: / f / '-4 �L : Date Called: O °f f Special Instructions: � Date Want C,., a,n 6 07. -0 .p.m• Requester Phone No: ` �S3 • " ?/ X 7/7 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. PE (206)431 -3670 El Corrections required prior to approval. Inspector: :3LR —\) Date: / U Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t *Q4:7'AYi i Z ~ W ` 6 JU 00 • 0 J } • = - W = a I— W Z = Z 0 • W • N 0 I— W o w Z 0 0 � Z COMMENTS: ( (� 1 ) 1hsrc %ay" Y're nitric, -! - 1 - t:1 S of Inspection: • /-;:<,/ r1 2 vinni • Lt)rntn( S)veef w i�,_ Address: // Y 5 '' "2 S 2 _) a � T3 7 l rAl c) °4 3, ) Date Wanted: 5 T4'- ss 4i, -er5 1 1.1 ebVl Ail eh". AP Y1 ►v✓" S$ (?)) f t " \J I oln 5 .) ( rG W I S ,q c Qc r 4 ,� ht)+ 6) 1 l' (A I Cal ( V V►n t 4 1 0 1/1 a 1'1 - 1.) �� ?tre-)\) 4 J P (0 -t- I Ca A ri-P V' -CrAr 1 Yt c l -P C' o-4 A 5 5 M t sit,wlA 9-) \' 1 rr 44 r +O,) ( 6, (r€ V -P' 4 -Nvt ca 1r ctv c-} C Project: / . /7,70-;./ Pe /. of Inspection: • /-;:<,/ r1 2 Address: // Y 5 '' "2 S Date Called: ..T s eV Special Instructions: Date Wanted: 5 a.. m p.m. Request r: /¢Ld Phone No: oV.5 7 — 77/7 • A1se 1 INSPEC 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. E C rrections required prior to approval. Inspector: c Date: 5. _;.. b b L 4 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: Q 1 2 e,4 YYA two o kn t A 61), v co vn t Vt 1 )61'\rtA ( hr)lP , in Moor Date Called: oii %-i-&\e* 5 C - . l o.) hc„ U41 r I i\ -P- Pe*)0/ or s Up <461 / r S ■ hn 64\ 4 (i i3 1 5 ti Loo(L5 1i Le tj n-P rot , ,),1, 3 - Y\Se PCA ' to 1r.t)i Cowl 0isP `I 'C C ~G k 1 Vvre 1 1 , -- 1 1-42. >� M ) )1- 3 (c,7 q c \-P sk.- S" - 1J-1/07 cel Project: t 1` --) ot v. 1.1y‘ ...-- V-7 2 *5 Type of Inspection: v co vn t Vt .5, Address: \ l - - ' - t 4l-\ ? .5, Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Receipt No.: cIz INSPECTION RECORD Retain a copy with permit 'Date: 163- ?87 (206)431 -3670 Corrections required prior to approval. Inspector: Date: � OL 5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projec p _ - .I I : r ► t J • Type s f Inspection: - L.9T#d „ti • /161t.L _ Address: 1 ( X 4 (f 441, Date Called' 1 ci Speci�l Instructions: v "C(1( �-�- i.° O1 Date Wanted:, h a.., Requester Phone a. — 5— aL 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMI CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)43 1 1-3670 COMMENTS: 4 Ins R eipt No.: ector: Date: 47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Approved per applicable codes. 0 Corrections required prior to approval. Z QI ~ z c4 2 6 _1 U 00 W � LL. w co = W = z �. 0 z UJ • W U C) O — O H W W • o 111 co O ~ Z Pre Type of Inspection: Addrisk, f L r 4161 f + S Date Called: 3 i ' j �� Sp cial Instructions: Clk. I (1 I .(:)St liDD o Date Wanted: c2/1) (a.m. p.m• Requeste -...___.- Phone No: C P-5 '16 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 2004 =3670 'pproved per applicable codes. Corrections required prior to approval. COMMENTS: I {/L„J Q 1 7 �.rr S • r: Receipt No.: Date: V 47.00 REINSPECTION FE REQUIRED. I, Fior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Z I - Z � W W .i U O 0 N 0 CO W - � 0) u_ w 0 u_? N d = W Z F. W O W 0 CI 0I- WW H0 L I Z CLl O Z COMMENTS: IQ. ,0 Typ pf lnspec on:, C fra.c -C c) t_�. Ad fes oLiLt I, r [ Date Call ?lab /C1y ( O rY4-tcw = S) Lock Lc, w v.. C rc<ivl Date Wanted: ��� / a.m: (� 4 (G m SeGc f 411 in-e ' Ca drirP4s Poi s, e 4' 'Drlv'h 14 11 I 1 • Pro'ect , 4 IQ. ,0 Typ pf lnspec on:, C fra.c -C c) t_�. Ad fes oLiLt I, r [ Date Call ?lab /C1y ( Special Instructions: Date Wanted: ��� / a.m: (� 4 (G m Requester: 5--"' Phone No ( X5 3 - .9:5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doi-;g7 Approved per applicable codes. Corrections required prior to approval. Inspector: ` 2 9 r )41/ti4' Date: 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: .SrC 1,(2.4 Type - o 'Inspection: "6 :V /1 7 /t', 'e 1 m-e` ( rf 4 1 f J,1IA (( Ct4 tGh� UJr I,I Addeess: / /c9V5/ ci5r C. Date Called: �'- / 7 - G`/ k)(54-r .. \ ) v \ W \ A L - v�c� 1 n a r r� C)` A 0 t .0 > S PO 11n'\ - e v► 0 V 'lGv.A CtenA r V" .S1 G1✓ Lk) &I U ( Requester: ' re\; c t( l� t I a V‘e/t ' 3 Phone No: C•'/zs) °/ `/ - 7n' Project: /- 7 , - elJ / 1��� .SrC 1,(2.4 Type - o 'Inspection: "6 :V /1 7 /t', • / /, (,IJa G(.. Addeess: / /c9V5/ ci5r C. Date Called: �'- / 7 - G`/ Special Instructions: Date Wanted: .e. - ' - /e9 -0 V p.m. Requester: Phone No: C•'/zs) °/ `/ - 7n' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. O Corrections required prior to approval. Inspector:'7_ n () Date: 2- I L� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit Project V\ASOn --- V - -- - - 5 Type of ii\spection:( 1 oov■cka 4 101^ TOOil r‘i Address: Lii-■ PI S Date Called: i Speci Instructions: Date Wanted: — 1 ) 15 2- 1 Requester: l Phone No: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'o3- B7 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: . P\Ixctov. sg3 0i-ed\ )-e-k-Iser on c;i-e S-P-Onr4( \ts. TP‘r vy 40 SVfCfC. V-P Inspect Date: 1) OH 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: ',..••••;.' Pr ject: � ii � VI Vj .A 'I Type of Inspectio tA.�i t a 0!1 - i Ad q i f / ./.4 f si Date Called: j Spe ial Instructions: r€4. a Date Wanted: /1cl0 0 a, �� . Requester: { / B /; Phor - C, y 75 4 Approved per applicable codes. i 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Corrections required prior to approval. COMMENTS: // er. Xa � � /1 t f r-l ,vim! /!,L -,r W/P;1 1,7 n (7 5 /. Date: � ,,470 �-- -5 El $47.06REINSPECTIO1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ) k ) Ore Li ' \-)\ i t I CO 0 1 ,09 re Dor 13. GE (YT 1-1 i PC 1111 f) ,-,,, Covx.s,..)\-i60-4 i s Inc. ekc..4-1-erl 1' 10 - C7 --- I (V\ ,s1.. -e .. 11-Q rpeor CA61 i P ,, 1 in S /Pc 4 i g tn. .5 1' 4 e 40 n\ps-evve- -ke c.-A -,.N; 4 c 4v- ) (9) v-r (1 .0 in r r <. •. --- P--- - P pOr ""i kiTIctiteS Y - 6 ' C C) WI i n -P e \ Ar.A4 ■ cr.) V\ ` , 4r, I I I 4 A I f•Gy rwri i S•e-kk (:. vIn 1 . 7 LP ' \ \ Ai vtrA si -4 -e 1 I 1 krA 5 .. )-(:-.e v"\. 0 \ r et -4).N, r (1\1 nc-i Pri 004 ck N ivary:cetr ' V\(;' 10-e q V\ \ Cs tA AC44,11 . 1&) VC1C\-e A C O r ■r-f. -14\ . \o' --Vke \Irorr p 1- • 1 Le ''' i.',,o 1 v c I r ' \ \ i I' \ ?■CA ( .7 r ( kl -00v 4CAAAAn'A OV\ \vac .e(J ov\ ,)v\ A■sAu\r\o,pc\ soi \ . - We Project: ....,.../Z/,,,J,/,::: (•,),/ / • (- Type of Inspection: 7 ,-. 7 7,,,./ Ki , Address: 4//6 /--- - , / 7- Date Called: a Special Instructions: I ) g IlLi Date Wanted: / V Requester:728-d //,- Ph one No:. .. . -y2',•5 - i'l•'-' -)...:?....? • 1 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 IT NO. PER (206)431-3670 2 Corrections required prior to approval. Inspector: QJ Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .1 COMMENTS: ern prn e e cd5o �re-11) ?\01A5 1� r n>n U 1n P Af r-) \ v\r.\ ?e 1, 1 � � 'r � vv 4-'‘ I � ro \ i i rl-R. Q tn1 ►1r,.e -P Y 0--C- Nr P r o r A A fw S d o y ` `-4-o l l o I h/ i Vert C.t . \-k.) k Air; 5 c i -Ve er-t- r-e-r t -I I-. ; 5 Special In en . \D. 1A.) \h AA A 4..t c 0.47A 41-\`‘ s \ NIP41k6 4 c ' lA)c , ; * , vim W W -r(l 2-01/- a 1? (4r , r l v' tt CO . 7Y O\) rk Q .7 A CI UNA 0 PA Jn,)aI 04 4_ P I t' 0 IA Of `01-k, LQ 6 ' 1 SA 0 Gli i 6. 15 -0,k) 5Nt. Project: - ( i^ Type of Inspection: rwrndctH c..-. E Add re g MII 1'1 )-` \ \)' Date Called: Special In Date Wanted: , T.m. , Requester: / .. '(e. Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. Inspector: INSPECT ON RECORD Retain a copy with permit �a C orrections required prior to approval. Date: t 28- 02i 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: e l t ,.‘ ,..) I— ir•ri i Ler I Opp( ()LTC -'Cl' 94-GA vrci y\Pui C0144 kt,Uoc) Type of Inspection: A P ri 0 • AdcLress: 11S 1 \/-\ )-1 7' Date Called: X ) S f fir l ot„t )40 v ---ykr 30..12 ..\ 0 s-er\ )00 -- Ve V YY\ 1 V\Ok4 ■ 0 i■ c \L 70; S c-<.pr `---\ I\Q '-.--rie)-I ' t ylc So\-) fry‘‘, 4- at r-e c-- „ecpe- VleiA.) )4 ‘ 11nri C1 ra i li V5+ kt\ c .._ . S \ I PlOY\\-k - C\C. clAN ci4-c 01"" 5 /Mi rk co kr■ A,c)-,P t -- ?tr (IV A. 7)00-P1/4 ISSkJeCI I/ICON r) Project: t _N(_)\ x\ SO V\ Type of Inspection: AdcLress: 11S 1 \/-\ )-1 7' Date Called: Special Instructions: Date Wanted: a.m. P.m. Requester: Phone No: • OC INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Ej Approved per applicable codes. 3 (206)431-3670 Corrections required prior to approval. Inspector: Date: 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: (d -fin -a_..Q Address: /189c/ q9 Pl - Date Called: coq / /n /0 ---, a1( ?)/O (W.(0 i ( 6N,1 . ,) .0 ) Phone No: 2O6 — v9- 590o 9/().10 t( NQ(1) ray. . t ,p ( t i \��� "� i CI1\ c'`,_r ` x)/ �1 `)1w V\, j t 1 c1 / R( :1k( tf\‘. ,t X 1.' 1; 2 . ► Q r� _ ccr' " J R L e- c, t. f c: (44tel 6 104 J f a 1 1 N 1 . -i:- . ik.1 � • e 4 • ( l l `.i!.f`x- k "i ( X • -Sfi'i Project: /� •2 . t/f25( l 9 5 I r' i ci7r e._. Type of Inspection: (d -fin -a_..Q Address: /189c/ q9 Pl - Date Called: coq / /n /0 ---, Special Instructions: Date Wanted: (a.mi 0q/)c3/0/ m. Requester: Ve Yr4 cp i r 3 F/S'- y7 Phone No: 2O6 — v9- 590o C I—A 555 Win 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 E Approved per applicable codes. X03 aB� El Corrections required prior to approval. Inspector: Date: E $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: rte' 9l/ii/d/ -vt . wit Date Called: ()94) 3 la I / Special Instructions: Date Wanted: a.m. r, /o L/ / o t //oi Ie ( Q, 4Jd '1 f 2 C _ " f .RA...,-0 (, we-+� q/zy /oy it 1, e ( d ei %( is .11241->v 1k < < , e - c112-Voy " 1 ' 9/Zy1v't I' ' ' Projetv � -�-�' Type of Inspection: rte' Address: Ilk y `/ I ll , 5 Date Called: ()94) 3 la I / Special Instructions: Date Wanted: a.m. r, /o L/ Requester: - - -- --- %v7 - -C? yi7(',/) /nl Phone No 6- .59k - /oD co LA sp O thit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. LJ Corrections required prior to approval. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: ,D;u PERMIT NO. (206)431 -3670 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: GCAS Ad' r L l 4 ` ' /g el C Date Called: Special Instructions: • as .4— 4.4IL<I. �lh ct '3 &Av Phone No: (124 - 01,r , J`c e ft" 1 t, . 5eAN eA TiLe -•.c 1A 5 W t 7 1 -iTh et S. u,‘. " C l J / L 1 "I) ey., -PA AtcsLA. I Project: f ` oKAA SJn3 Type of Inspection: GCAS Ad' r L l 4 ` ' /g el C Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Do i -2 4 7 PERMIT NO. Corrections required prior to approval. 6■J Date: q( f v4 2� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z _ )' Z c4 0 U co 0 - H U) u. W u_ Q N � Z d I— W Z ZO 0 O — O I— W W H � u. O W Z U= 0 Z COMMENTS: Type of Inspection: Iii/L0_ Date Called: N mil/ 7 bi j0y 5,v 4 ," .Po& E Add/g5 ?u ftlf a 8 y Special Instructions: . Date Wanted: -- 2.' C. TO d ll L.J y/\ P "& J - r 5 41? 1 5p.,a,v , g y v 4 14-1,47-1 2.% iOkk 'D -- cri -e-e. h -P (, 6 Ti p,i I ( S. u3 . Lett-t ( 1-6u . w -- tom t. 6 "NI P F I e_oo Project 30 5vN.1 Type of Inspection: Iii/L0_ Date Called: N mil/ 7 Add/g5 ?u ftlf a 8 y Special Instructions: . Date Wanted: II 1 ' a.m. p.m. 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 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: f2/ti d / `i 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: S s Address: I )89 4 / P) S Date Called: D y /o / Special Instructions: ` Date Wanted: ! (a.m. /) V /0(f" / 0 > ! t ` p.m: Requester: Phone No: ?o6- q /(7— f." 40 kKC.CdLtr•Ip C cilitAkai --- b) Q (.nom -4 ." 0 J � � �- ST u Q. (1.�I.Q. v l pwl ,c� � �- Co" c Lot 1t yN P11 s- 1 ` $P C Jy _Ay..4e �w e 1‘5 /) a- cLe0AA ( I^\, (- k ,TA.-, . ) N L\ i).-1; I C i vIAA v `a' U�,w < is • Projec • gift r TDh »_ tTh Type of Inspection: S s Address: I )89 4 / P) S Date Called: D y /o / Special Instructions: ` Date Wanted: ! (a.m. /) V /0(f" / 0 > ! t ` p.m: Requester: Phone No: ?o6- q /(7— f." a: 21<' 6 .c7.-{�,.t+.i'wfxYiiF�liL.�:+ rs INSPEC tIONFRECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 aj - ;? 7 Approved per applicable codes. Corrections required prior to approval. Inspector: 6U Date: ari (-) $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: ww•p Address: Date Called: 4 1 s2 j y ' / `/ (,&A r4 Q, e uui i - -- 0 - . lq " Requester: / Requester: r i e f of 19 ea)-0--(/6 05.1( A� V. Phone No: ,I I 1,f 0) N) .,4 I -v,. o- GA A. k WiGl )-1 wAt4 (21) Ni ( In - . • 4 (1 (J .r 1 Project;._. i J ot&A& 5,� Type of Inspection: ww•p Address: Date Called: 4 1 s2 j y Special Instructions: �t L.--r Date Wanted: 1, t i a.m. p.m. Requester: / Requester: r i e f & Phone No: ,I uom 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. El Corrections required prior to approval. Inspector: Date: , I o 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 Inspection: ban i) ri / S V ./�`L!'un 'g it Q . . , Date Called: 0 y /O/oy' A sits2A I` QIwba 1;1 4 -5,4 /1-e-'• C P-45- Special Instructions: k s(Ap — -0-cLotio 4 r_nis 7 • \ 5 t - K a4,> .fr a.m. p.m. \ ‘v-in LI Li Oi ss t - -3, c11.eu,ut, nSat ry I A :i A pS tvit -.4 t i th i.t ke,, �,. � _L .0 , . 4e .� 3 ( t( ' �(,d f) n l r✓Y .1' f1.a ' 1, /Ai A\Ae.t-( (.u1 ) �( (.v`fbo 4(.4 to 14 1 Project: C�� Y) \- 411 ).S(fYI Type of Inspection: ban i) Address: I1SYS' y`l').S Date Called: 0 y /O/oy' Special Instructions: Date Wanted: / `/ O(//? t d'7 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. El Corrections required prior to approval. Inspector: 44 -144Awr Date: G � ) ; O J $47.00 REINSPECTION FEE REQUIRED. Prior to ins ction p fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: l)4 f s. Date Called: ":17./.44.)/3 V Special Instructions: O ef.c,,,,t -( �i rl V .c ... 4 A, 1 J A vi fiC1 �: FAlidr-i Requester: t 3 . .,/4 /At-$.41? , Phone No: / ) M, L f ei11 11 i s , Li - c..x, - ,� x:15 .. -1.--'1 , " fl " ) 13 o A� /' Lao .4?-4. ; •�.: �..4 C - t Pro�,,ecti Type of Inspection: Address: l)4 f s. Date Called: ":17./.44.)/3 V Special Instructions: O ef.c,,,,t -( Date Wanted: I, , , a.m. - 3/3// '' fr p.m. Requester: t 3 . .,/4 /At-$.41? , Phone No: / ) Doi - 2 87 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 ti Approved per applicable codes. Corrections required prior to approval. Inspector: (\J Date: 3/ 7) l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: • D Address: 1 y V 'V 1' 1 5 Date Called: � ja / k. . 3 -. Date Wanted: Ca!i. I( /e)' p: /217/03 ckc -e. 5 S I ip�Ai -- TyF 1 e tht,vu 75) )((4_7 i e_e /' .: yr l u , 5�-t v / ' A p �] id ,c . r X5: 7`/ /2 - " . y) S /U -lZ - � )4 • 9 6)0 / 9 P.Li ✓t ?4& r . I yh owl f 6- /-it. , c4 *-7 i/ S L1y�t 0l j), s. min / . , ).1 -e 7 0 0 t i i a &.J +� k 72) 6/20-4A l.. �► (. 4. : Y , r' 9 Uh 4/2 (T1.-6 ( is - 1 F.( , Project: . I r•n •I Ans(m Type of Inspection: • D Address: 1 y V 'V 1' 1 5 Date Called: � ja / k. . 3 -. Date Wanted: Ca!i. I( /e)' p: Special Instructions: AA e) 'POO AP 7-414 q 1 POSSr11 e - Requester: . $ ? / u 1 / 3k k g . / Zros Phone No: ' 6O - - /9 —.`'7 a0 SD INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: L)/(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: BUILDING DIVISION REQUIREMENT D ater February 10, 2004 P roject Name: Johnson Residences, Geotechnical revisions A pplication #: D03 -287 & D03 -288 P Ian Reviewer: Ken Nelsen, Senior Plans Examiner e:Tukw11a Building Division policy requires as.a condition for approval of special oil conditions, that the Geotechnical Engineer of Record inspect all special site T rading or preparations. A follow -up document from the Geotechnical Engineer g ust be submitted to this Department stating that subject soil grading or site reparations was completed as recommended in an applicable Geotechnical ports. The Geotechnical Engineer follow -up document must be available to the aty Building Inspector at the time of the footing inspection. h ould there be questions on the, requirements, please feel free to contact the uilding Division office at 206- 431 - 3670, Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206431 -3670 1 FROM :DENNEY ENGINEERING February 3, 2004 Terhune Homes, Inc. P.O. Box 1267 Kent, WA 98035 Sincerely Re: Foundation System Residential Project at Lot 1 and Lot 2 118XX 44` P South Tukwila, WA To the Person Concerned Please call if you have questions regarding this report. Emerson R. Denney, PE WA Lic. No. 9788 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 APi' \att L\''! 3\0.) 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 1 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. RECEIVED CITY OF TUKWII A FEB 4 2004 PERMIT CENTER .6' �9 � s e� � f ,s NO, 3 1) 0 2 ,0 z ~w re 6 .J U O 0 W = F- � LL w LL = W _ z �. t- O w ~ • w O N O H Ww 0 u'O w z in 0E- z /29/2004 09:58 4257478561 GEOTECH PAGE 01 GEOTECH CONSULTANTS, INC. Memo To: Carl Co.: Terhune Homes Address: RE January 8 2004 field Report 13256 NE 20 Street, Suite 16 Bellevue, W.A. 98005 (425) 747 -5618 FAX 747 -8561 FILE COPY Ii 04010 Franz Kristopher T. Hauck //'t i . R.1•l ar , .'.3 . CIS'( OF Tlit,vaii.A Date; January 29, 2004 FAX: (253) 854 -8592 FEB Phone: (425) 1 1 2004 BULL 1 - 1:•k r?i +IISl0N APPROVED 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. 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: i 3 to -287 • Page 1 alS*; A 45 :iffeii i4 akfeer4 425f pdr ' lit-IJje2SZ-s(-i4a Ge-t1 . / tp.kserivel lde -11> .0 A e i ft. liti ADRri a( 1.1 I 4,1 oiti , rit . ,v 2 4 &Ii eI .5 ID?( A a ) .- .e,g 0 ) E.W.Ge, ee7cei • RAIZ, ___A-__,_ Zel ... f-f - -/-. , A_A a e.--r* ..,_ • et At At/ 12-0d5 kAeediLei-L, 1,9;ila, 5A.A41 -frp7i_s. 64 • .5r, mew rhuA. Q ed z‘f lo -4,,7 ,b; 'Au f. - ..., tV.e ,s 4/ 4,IIIA..vi,t/( Jpes€- dr.61-5- 45 4 ki,15 el:Lel/led 4414 40 j , , .D-e-- -6._ „cot 1-ase- ize, . Ser- 19;4 -Vma , ,.,/ v , 1);LV et t4 ii. 0 e m d • 2 - 14 I . . i , , eo, • I , • ersn-7 it_, _...rft) 4 14,74,A6D A c 12- k, , & j. e . _ ... fr jja ri e .,tejffz jiLe_ CALUti-htS k el s, . , ( 0 , Oic-, i 4,.... AGA ex - i id 2 1 e4..,0 al-liteucd _12e) a R _ _::/ft deitat. • , ' 4 . - / M; el /6 - 1 ndue--3 __, - 11/144, - AL 47Z-4tal. #c V4."' .j1( be A b4 in 1;1 kv%-• tt-hd/Z 1 . _. A-4 ;»L la. 0 Le JIA. 2 4 VGI2e.VZ,4144:17 a Ai As s i 0 ,_, ._ i aditi. ;A 4kt 'Pill' 6 at Pled — . - - It • r,4 a. eD 1, C 1 3PLL . • • .< Jd .. / e T4 4 a rivym411,0-11 a.. 4 6 A A A A k :( 1 o -‘-1 Agta izii.( 9eteg_p?!: ..el. --k AA ,''' b_____w_la hap_____3Ad 4d d-thrtirpi,t,L tp .4, h' .= 4 A roz41 cji.ti, 4e4.56 4 sif. ve. 4 frii _. , ( ioc&- 07 yviivmmAky‘ ■vt *a11:14 4257478561 J. GEOTECH . CONSULTANTS, INC.. 46„,,, 13256 NE 20th Street, Suite 16 13ellevue, WA 98005 425-747-5618 FAX 425-747-8561 JOB LOCATION fieXk. 4 PA .5 GENERAL CONTRACTOR - r4 GRADING CON CTOR 014 it- GENE AL. CONT7TOR'SSUPERINTENDENT GRADING SUPERINTENDENT M i TIME ON SITE TIME OPP SITE DATE DA WEEK y AU/WS, TRAVEL/PREP TIME JOE Numes e5ritai Howls CHARGED CLINT/OWNER Jo111150P1 WE49 _ MILES VISITORS PERMIT NUMBER PAGE OF NEXT SITE VISIT; I GEOTECH DAILY FIELD REPORT PAGE 82 01/29/2004 09:58 4257478561 GEOTECH PAGE 01 GEOTECH CONSULTANTS, INC. z ~ w e iii 0 IN: 04010 re To: Carl Fran Kristopher T. Hauck f P1 .r . R i S G, - o4. ..1 0 Co.: Terhune Homes Date; January 29, 2004 O couj Address: FAX: (253) 854 -8592 W ► H Phone: (425) uj 0 RE January 8, 2004 Field Report 1)d 3 " , 7 g Q = co d 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 ? o and soft sandy silt/silty sands, with abundant roots. This soil is underlain with saturated, fine silty c) N 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 uj I Due to the loose, fine- grained and saturated conditions of the site soils, there is a moderate to high ~ O potential for seismic liquefaction. Because of the risk, I recommend that the foundations be ui z co overexcavated to the sands (approximately 4 feet from exgrade) and backfilled with 2- to 4-inch o clean, crushed rock or 2- to 4 -inch clean, recycled concrete for a minimum of 18- inches thick. The 0 '- 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 ". 13256 NE 20 Street, Suite 16 Bellevue, W.A. 98005 (425) 747 -5618 FAX 747 -8561 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 . 44,4 , ,,:,_.. • 4 RECEIVED FEB - 6 2004 D EP ARTME NT • Page 1 41V;1 4S } itv A Di2sut • is. -A D s /1 - . 64 eav o TPg cite • • �Rd e I ' I .. � ' /Xi _pi ° ,l o 2 se.i/ ail .d 9Dt ,} LvF r to I GirLL© • &ZeGC� - o,,, • . ._c__ 4/ u9 .GII..06 sl a-r- ‘';4 , , t /urs' LOA G Al 120A -S sa17 e 5 14 [ -L, Z..9 r S.6144t , Ai S g 6 c5 -5 I defidi-f._._.&_14 c 6 ,a- - '. -Pet.-11 _ / v - d i.. ' _ it, G; 4--fed 41 ,LO{ - , #1Cii AC O&M M . fie. S�;/ a." _44 FA. I , J e, , — Iw pse- 1"16t , ...2 , -, ad-cd lb .: I b; s d f r. c(c, _ rs A ` Ad _A , ,4 . ,• , .. y/ et -So . u-Se- DI 14 s I ?k. j &G 2+XX /lri4 f ! i&e. , / Mt/404 4 06e - ra PJ 1 I n G CR.k.. / Ck yi..cal r. w - , , dyT Pte' f 2 -lb ¥ -m . el .Ii etzuzkeei too d tz. .. , t ,A G , • � 2 / /►'1,tt. 01 /E in s � / / 11,4 ,�, . !ALL -�12rit - t Inc ✓euli kt. .slnA.1( be L,< 10; k 1;141 w r 14-, / iZ of f" r - rite e 'b iii W t b111‘. I tl.S 61/4az-V- -44 !/A 1,i 45 S'lt, s .� �G ilk D._. 4D p p -f /� / � - 1 l Vi /�•! -[14,L n n b i oh i' 4 rJ t i ou b aG- -414 i9 td I • , n rft� 2b ° !SoLa�� -: _II , e , d 5124 /1 a nil 1 41 vr, IA wi _ A� link. IN 1 t l �lv�7 - lb II 141.1 GW �tFi4 I> ddb,444Q .4 foc0-11 LW iii -41.. 4- 2 j$Se c�1L i w , 1 ,. _ . 6 , i ml✓IIMIAM IA 01/29/2004 09:58 4257478561 GEOTECH PAGE 02 GEOTECH 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425 - 747 -5618 FAX 425- 747 -8561 JOB LOCATION I /eXk P/ u GENERAL CONTRACTO 7 7 7 1- 1l.4 GRADING CON - CTOR .5 - 1 (GGlc�v +lQ GENERAL gown TOR'S SUPERINTENDENT gZiasA. 1 t. GRADING SUPERINTENDENT M• DAILY FIELD REPORT TRAVEL/PREP TIME TIME ON SITE TIME OFF SITE HOURS CHARGED J o iJ4 NT /OWNER MILES VISITORS NEXT SITE VISIT; COPY TO: /1e "Ch 74 1/04 s7iiipAe ig SIGNATURE: JOB NUMBER exec DATE D.Ap WEEK Af4/75 WEyT_HER PERMIT NUMBER PAGE OF z w 6 00 � w LL w =w H z� w w 2 o 0 0- O t•- w W I 1 -- - w = 0 z JAN -16 -2004 12:35 FROM: 'JUL`O1�2001 02144PM FIN-TEEM !VS 126051014 35473 ri ' t t_. G A T' 70N a. TERMJNE HOMES This lateral has been personally revieured Compliance with the 1.997 Uniform 01 FILE COPY Lateral Load Analysis for. Johnson Residence Per 1997 UDC aria tam y 4.0 Seismic Zone : 3 Exposure : B' wind Speed : 80 mph Snow Load:25psf July 7. 2003 , 253 TO:253 854 8592 m .• • 14o4 P_OO2/OGI F-E3 gaw Blown and it is in full Code. gat 253-4416111 kink 206.620363 1-800437-7713 111 ?AX aces • RECEIVED CITY OF TI IKWII A JAN 2 1 2004 PERMIT CENTER P. 0O1/003 PEES D3- 15 -00 i) • z • I w I Q Y 2 JU 0 0 N0 w J w g< co I � W z W O • W O - O I`- W W `_ z w U = 0 z [ 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 k1f 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. z _~ z a w 6 00 N W � 1— U LL w 0 2 1 u_ ? a w Z = .. zI- ui O to O — o ff W w O .. z O • - T. z L 011Ccil VIc i71:11CUU.1.0 [ 7/16" Sheathing j Luz 111 bpeca.es J w/ l0d Box] Shear Wall Edge Anchor Bottom Rim /Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Klf) r r1 N tm W II) to N t al 1 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 c,d 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w/12 -8d 0.17 b,c,c 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w/12 -8d 0.23 f 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 f 7/16" OSB(1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w/12 - 8d 0.45 a,e,f 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 a,e,f 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 - 16d @ 3 2- A35 @15 w12 -8d 0.70 a,b,e -g 7/16" OSB(2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 a,b,e -g 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 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 k1f 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. z _~ z a w 6 00 N W � 1— U LL w 0 2 1 u_ ? a w Z = .. zI- ui O to O — o ff W w O .. z O • - T. z L [ [ rn .Luuwn oui-LUu.1t Simpson Strong Simpson 2003 Catalog J 1 lTL Ill -Tie Holdown ] ] opecz.es ] Foundation Level, HD Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number riNerla+1.nkr I STHD8 X X X X X X X X NNNN Nd'rNt.C N N N N N v u v v v (24) 16d - -- 2.21 (2) CS20 (36 ") STHD10 (28) l6d - -- 2.88 (2) CS18 (36 ") STHD14 (38) 16d - -- 4.30 (2) CS16 (48 ") PHD6 (18)SDS3 7/8 "0 5.86 10 PHDS (24)SDS3 7/8 "0 6.73 2)MST37 HD10A (4)7/8 "4 7/8 "0 9.54 2) MST48 HD14A (4) 1" 0 1" 0 11.08 2)MST60 HD15 (5) 1" 0 1- 1 /4 "0 15.30 L [ [ nUJUUW11 OUi1UU..W J Simpson Strong -Tie Simpson 2003 Catalog I t.21. Holdown ] ] 111. opecies j —, Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number riNerla+1.nkr I CS18(36") 2x (18) 10d - -- 1.27 (2) CS20 (36 ") (2) 2x (18) 8d ea - -- 2.01 (2) CS18 (36 ") (2) 2x (18) 10d ea - -- 2.54 (2) CS16 (48 ") (2) 2x (28) 8d ea - -- 3.30 MST60 3x (56)16d ea --- 5.80 2)MST37 (2)3x (42)16d ea - -- 7.63 2) MST48 (2) 3x (46) 16d ea - -- 8.92 2)MST60 (2)3x (56)16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 "0 15.30 [ 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 L [ 1'.vvL L.1.cIJJ11i. cl •71i11CUU1C 19/32" Sheathing w/ J 13L 10d Common ] . 11.1..1. op J Dia # Diaphragm Case Nailing (in o.c.) Bndry Edge Allowable Shear (Kif) Notes t- I NMd+Lf1 Unblocked OTHER Unblocked CASE 1 Blocked Blocked Blocked Blocked Blocked U) lfld •NN lfl lD lO lfl d+ M 0.21 0.28 0.32 0.42 0.64 0.73 0.82 CO M M 1 \ \ r H r-1 H ri rl N L [ C1.UUL D1dpilLctym oull UUiC J 23/32" Sheathing w/ 10d Common [l�L ] . I /II bpE.''ulesJ Nailing Allowable Dia Diaphragm Case (in o.c.) Shear Notes # Bndry Edge (Kif) Unblocked OTHER 10101D10 M M 0.21 1 Unblocked CASE 1 0.28 1 Blocked 0.32 1 Blocked 0.42 1 Blocked 0.64 1,3 Blocked 0.73 1,3 Blocked 0.93 1,5,6 Blocked 1.30 1,5,6 Blocked 1.51 1,5,6,7 Blocked 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 EXP1 /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. ni r t X S S X E Piro rYr4 1�lM :4 SIC w C paw • II to b £00/200'd SD � ♦ r .. � P .r rr w u n I .. IT • • Ca O r . 0 - r�GwT r g a 4 ...... •• •. a a • . filr �x � r lei 1116 Y • MI Y 26S8 1S8 £S2:01 • b . igt b 1 est c :WONJ SE:2T 17002- 9T -Ntir NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. A — D 38.5 Walls Holddowns Struts Story : 2 4 2 10.0 36.0 [ • • • 1 • • • • • n 1 1 [ ?/16" Sheathing w/ 1Od Box] [ Simpson Strong -Tie Holdown ] [ Simpson Cnrrctr ] 12 -24 -2003 JHMSN -U2 (Cr III Species ]_ [ Cr III species if-- Exceeds maximum table value Z Z . re 2 J 00 co 0 I =. L 'w 0 u. "co a= C! f- w •Z F.. Z F-• uJ :2 U � N - ;O 1 ?W w = - V ' W Z U= z Terhune Homes, Inc. Time : 11:43:01 Date : 12-24 -2003 Ht (ft) 7.8 - 8.8 - SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone Occupancy Cat. Soil Profile Period Snow Factor 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 3 C 0.16 0.25 B 80 Encl /Unencl 1.00 Z = 0.30 I = 1.00 Ca= 0.33 Load Summary 11 to Y Level (It) 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: JHNSN -V2 Page: 1 of 5 II to X Seis Wind 3.5 3.9 3.8 6.5 7.3 10.4 z • z H ~ w C QQ � J U O 0 N CD 111 J H U) Lk w "Li u_ ? = z � 1- 0 z �- w • w O N: • I- w W - w z U =: 0 H . z Terhune Homes, Inc. Time : 11 :43:01 Date : 12 -24 -2003 INPUT DATA - Walls r -, WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 2 of 5 Calc Plot Wall Length Wall Lt Trib Rt z ' Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) ,I-.- W WALLS Parallel to Y -Axis -J O X X Y coo Story 2 w Line 2 J � Wall 1 10.0 10.0 0.0 7.8 10.0 10.0 0.010 0.0 2.5 7.0 wu- Wall 2 10.0 10.0 17.0 7.8 6.5 6.5 0.010 7.0 2.5 0.0 w O Wall 3 10.0 12.0 23.5 7.8 15.0 15.0 0.010 0.0 10.5 0.0 Line 4 u_ Q Wall 1 36.0 36.0 0.0 7.8 18.0 18.0 0.010 0.0 13.5 0.0 N D CI Story 1 H w Line 1 z H Wall 1 0.0 0.0 12.0 7.8 7.4 7.4 0.010 0.0 7.5 4.0 1-0 Wall 2 0.0 0.0 23.4 7.8 24.6 24.6 0.010 4.0 2.5 0.0 w w Line 2 MD Do Wall 1 10.0 10.0 0.0 7.8 3.8 3.8 0.010 0.0 0.7 9.5 o Wall 2 10.0 10.0 13.3 7.8 3.9 3.9 0.010 9.5 0.7 0.0 O D Line 3 w w Wall 1 30.0 30.0 29.5 7.8 20.5 20.5 0.010 0.0 16.5 0.0 H 0 Line 4 u_ g Wall 1 36.0 36.0 5.5 7.8 8.3 8.3 0.010 2.5 1.7 0.0 iuz Line 5 UN Wall 1 52.0 52.0 0.0 10.0 15.0 15.0 0.010 0.0 0.0 0.0 1- z 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 7.5 7.5 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 u 4444W:WrK.aAk4.' '" Terhune Homes, Inc. Time : 11:43:01 Date : 12-24-2003 LINES Parallel to Y-Axis WOODCAD QLAT (Pro V4.0) File: JHNSN-V2 Page: 3 of 5 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) Roof Level Lines 2 4 38.5 0.010 0.000 0.000 0.0 N 0.010 2.72 2.72 Level 1 Lines 1 2 38.0 0.010 0.000 0.000 12.0 N 0.010 2.527 2.527 Lines 2 3 50.0 0.010 0.000 0.000 0.0 N 0.010 Lines 3 4 28.0 0.010 0.000 0.000 0.0 N 0.010 Lines 4 5 28.0 0.010 0.000 0.000 0.0 N 0.010 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 •1 . -. , 241. , ..,l'za.:4,4“.041.14 , 4 • - Terhune Homes, Inc. Time : 11:43 :01 Date : 12 -24 -2003 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) CSeis Wind CSeis Wind /1.4 /1.4 WALLS Parallel to Y -Axis Story 2 Ln 2 Wall 1 Wall 2 Wall 3 Ln 4 Wall 1 Story 1 Ln 1 Wall 1 Wall 2 Ln 2 Wall 1 Wall 2 Ln 3 Wall 1 Ln 4 Wall 1 Ln 5 Wall 1 Redundancy Factor 1.17 1.4 1.3 1.4 1.3 0.076 Redundancy Factor 0.3 0.8 2.4 3.1 1.0 1.9 0.4 1.4 2.9 1.3 WALLS Parallel to X -Axis Story 2 Redundancy Factor Ln A 1.2 2.0 Wall 1 Ln D 1.2 Wall 1 Story 1 Ln A Wall 1 Wall 2 Wall 3 Ln B 0.9 Wall 1 Ln C 2.7 Wall 1 Wall 2 Wall 3 Wall 4 Ln E 0.0 Wall 0 2.0 0.096 Redundancy Factor 1.6 2.6 1.5 6.2 0.0 0.043 0.043 0.043 0.009 0.009 0.320 0.320 0.047 0.226 0.024 0.078 0.109 0.109 0.109 0.122 1.17 1.00 S- Support required beneath holddown WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 4 of 5 H Drag Force -- Lt Rt W (K) (K) 0.041 0.8 0.0 0.0 0.041 1.2 0.0 0.0 0.041 0.5 0.0 0.0 0.071 0.4 0.0 0.7 0.024 1.1 0.0 0.0 0.024 0.3 0.0 0.0 0.150 1.00 Holddowns Left Rght (K) (K) M- Manaul input of holddown 0.412 2.1 0.0 0.8 3.1 3.0 0.412 2.0 0.6 1.4 3.1 3.1 0.070 0.4 1.0 0.0 0.347 0.9 0.3 0.8 2.4 2.4 0.084 0.7 0.0 0.6 0.3 0.3 0.122 0.5 0.4 ., 0.4 0.4 0.4 0.6 0.0 0.8 0.7 0.7 0.177 1.0 0.0 0.2 1.5 0.9 0.177 3.1 0.0 0.0 0.8 1.3 0.177 2.5 0.0 0.0 1.3 1.4 0.206 1.0 0.0 1.4 1.2 1.2 0.093 0.216 0.6 0.0 0.2 0.9 0.8 0.093 0.216 0.9 0.3 0.0 1.1 1.1 0.093 0.216 2.2 1.3 0.4 1.7 1.6 0.093 0.216 3.4 0.6 0.0 2.0 2.0 0.000 0.000 1.0 0.0 0.0 a = z 6 '~ w 0 N J H N LL w 0 2 a w H Z � ZO uj • 0 0 O N O I- I 0 tL O .. Z w 0 Z Terhune Homes, Inc. Time : 11:43:01 Date : 12-24-2003 LINES Parallel to Y-Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: JHNSN-V2 Page: 5 of 5 H Dia Load Seismic Shear Wind Shear Chord Force --- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (K1f) (K1f) (K1f) (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 - z • 4-- 6 6 -J 0 0 (i)° (0 U1 W --1 Lu 0 u_ a Z 1.- l-0 Z 1.1.1 Lu 0 O ( - 2 • I- uj u j 0 1= L I 0 • ! 9- p O 1- z Chelladek Studios, Inc. Time : 12:21:44 Date : 12 -24 -2003 * * * * * * * * ** WALLS Parallel to Y -Axis Story 2 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 2 Height Seismic 0.281 2.558 0.025 LT 0.087 RT LT -0.481 RT LT 2.470 RT LT 0.014 RT Wall 3 Height Seismic 0.650 5.903 0.105 LT 0.000 RT LT -0.394 RT LT 18.529 RT LT -0.842 RT Story 2 Line 4 Wall 1 Height Seismic Wall Force: 1.364 OTM • 11.643 Uniform DL: 0.135 Header DL : LT 0.000 RT 0.000 Max Down LT -0.647 RT -0.647 Res Moment: LT 31.055 RT 31.055 Holddown LT -1.078 RT -1.078 Story 1 Line 1 Wall 1 Height Seismic Wall Force: 0.065 OTM 0.920 Uniform DL: 0.075 Header DL : LT 0.000 RT Max Down LT -0.124 RT Res Moment: LT 3.770 RT Holddown LT -0.385 RT WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 1 Detailed Calculations * * * * * * * * ** Story 2 Line 2 Wall 1 Height 7.8 SW Len Seismic Wall Force: 0.433 OTM • 3.935 Uniform DL: 0.025 Header DL : LT 0.000 RT 0.087 Max Down LT -0.394 RT -0.481 Res Moment: LT 4.635 RT 5.423 Holddown LT -0.070 RT -0.149 10.0 HD Len 10.0 Wt 0.010 Wind 0.406 3.165 0.006 LT 0.000 RT 0.023 LT -0.316 RT -0.339 LT 2.829 RT 2.980 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 - 0.394 LT -0.339 RT -0.316 1.958 LT 1.293 RT 1.195 0.092 LT 0.118 RT 0.133 7.8 SW Len 15.0 HD Len 15.0 Wt 0.010 Wind 0.609 4.747 0.027 0.000 LT 0.000 RT 0.000 - 0.394 LT -0.316 RT -0.316 18.529 LT 7.918 RT 7.918 -0.842 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 LT 0.000 RT 0.000 LT -0.554 RT -0.554 LT 12.240 RT 12.240 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 0.150 LT 0.000 RT 0.150 -0.274 LT -0.186 RT -0.336 4.769 LT 2.807 RT 3.550 -0.520 LT -0.193 RT -0.293 . nww..� v_.,a c MY�•:d'wmsa:'�YnMMi�`M1 Chelladek Studios, Inc. Time : 12:21:44 Date : 12 -24 -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 2 Wall Force: OTM Uniform DL: Wall 2 Height 7.8 SW Len Seismic 0.216 3.058 0.025 LT 0.050 RT 0.000 LT -0.174 RT -0.124 LT 29.156 RT 28.049 LT -1.061 RT -1.016 Wall 1 Height 7.8 SW Len Seismic 1.199 9.558 0.007 LT 0.000 RT 0.033 LT -2.549 RT -2.582 LT 0.538 RT 0.650 LT 2.405 RT 2.376 Wall 2 Height 7.8 SW Len Seismic 1.247 9.941 0.007 Header DL : LT 0.033 RT 0.000 Max Down LT -2.582 RT -2.549 Res Moment: LT 0.698 RT 0.582 Holddown LT 2.370 RT 2.400 Story 1 Line 3 Wall 1 Height 7.8 SW Len Seismic Wall Force: 0.961 OTM 8.638 Uniform DL: 0.165 Header DL : LT 0.000 RT 0.000 Max Down LT -0.421 RT -0.421 Res Moment: LT 45.954 RT 45.954 Holddown LT -1.820 RT -1.820 Story 1 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 7.8 SW Len Seismic 1.878 15.115 0.017 LT 0.021 RT 0.000 LT -1.842 RT -1.821 LT 3.104 RT 2.945 LT 1.447 RT 1.466 WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 2 24.6 HD Len 24.6 Wt 0.010 Wind 0.588 4.588 0.025 LT 0.050 RT 0.000 LT -0.236 RT -0.186 LT 21.705 RT 20.881 LT -0.696 RT -0.662 3.8 HD Len 3.8 Wt 0.010 Wind 1.544 12.040 0.007 LT 0.000 RT 0.033 LT -3.211 RT -3.244 LT 0.400 RT 0.484 LT 3.104 RT 3.082 3.9 HD Len 3.9 Wt 0.010 Wind 1.605 12.522 0.007 LT 0.033 RT 0.000 LT -3.244 RT -3.211 LT 0.520 RT 0.433 LT '3.077 RT 3.100 20.5 HD Len 20.5 Wt 0.010 Wind 1.438 11.213 0.165 LT 0.000 RT 0.000 LT -0.547 RT -0.547 LT 34.210 RT 34.210 LT -1.122 RT -1.122 8.3 HD Len 8.3 Wt 0.010 Wind 2.876 22.435 0.017 LT 0.021 RT 0.000 LT -2.724 RT -2.703 LT 2.311 RT 2.192 LT 2.425 RT 2.439 Chelladek Studios, Inc. Time : 12:21:44 Date : 12 -24 -2003 WALLS Parallel to Y -Axis Story 1 Line 5 Wall Force: OTM • Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 10.0 SW Len Seismic 0.354 4.912 0.000 LT 0.000 RT 0.000 LT -0.327 RT -0.327 LT 10.125 RT 10.125 LT -0.348 RT -0.348 WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 3 15.0 HD Len 15.0 Wt 0.010 Wind 1.266 12.664 0.000 LT 0.000 RT 0.000 LT -0.844 RT -0.844 LT 7.537 RT 7.537 LT 0.342 RT 0.342 'I .g.s aa6644404 Lb2dL Chelladek Studios, Inc. Time : 12:21:44 Date : 12 -24 -2003 WALLS Parallel to X -Axis Story 2 Line A Wall Force: OTM - Uniform DL: Header DL : Max Down Res Moment: Holddown Wall 1 Height 7.8 SW Len Seismic 1.244 10.599 0.055 LT 0.110 RT 0.110 LT -0.772 RT -0.772 LT 16.906 RT 16.906 LT -0.394 RT -0.394 10.431 Uniform DL: 0.045 Header DL : LT 0.000 RT 0.090 Max Down LT -0.802 RT -0.892 Res Moment: LT 9.354 RT 10.407 Holddown LT 0.083 RT 0.002 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 Story 1 Line A Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown Wall 1 Height 7.8 SW Len Seismic 0.814 6.768 0.050 LT 0.000 RT 0.150 LT -0.902 RT -1.052 LT 3.240 RT 4.253 LT 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: JHNSN -V2 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 Story 2 Line D Wall 1 Height 7.8 SW Len 13.0 HD Len 13.0 Wt 0.010 Seismic Wall Force: 1.244 OTM LT LT LT LT Wind 1.953 15.232 0.012 0.000 -1.172 5.072 0.782 RT 0.023 RT -1.195 RT 5.274 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 Chelladek Studios, Inc. Time : 12 :21:44 Date : 12 -24 -2003 WALLS Parallel to X -Axis Story 1 Line B Wall 1 Height 7.8 SW Len Seismic Wall Force: 0.913 OTM 7.539 Uniform DL: 0.055 Header DL : LT 0.000 RT 0.000 Max Down LT -1.005 RT -1.005 Res Moment: LT 3.367 RT 3.367 Holddown LT 0.556 RT 0.556 Story 1 Line C Wall 1 Height 7.8 SW Len Seismic Wall Force: 1.189 OTM 9.989 Uniform DL: 0.100 Header DL : LT 0.000 RT 0.135 Max Down LT -0.780 RT -0.915 Res Moment: LT 13.124 RT 14.679 Holddown LT -0.245 RT -0.366 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 3 Height 10.0 SW Len Seismic Wall Force: 0.418 OTM 4.593 Uniform DL: 0.155 Header DL : LT, 0.000 RT 0.194 Max Down LT -1.021 RT -1.214 Res Moment: LT 2.324 RT 3.108 Holddown LT 0.504 RT 0.330 Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 4 Height 10.0 SW Len Seismic 0.269 2.960 0.025 LT 0.031 RT 0.000 LT -1.052 RT -1.021 LT 0.555 RT 0.473 LT 0.829 RT 0.858 WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 5 7.5 HD Len 7.5 Wt 0.010 Wind 1.548 12.075 0.055 LT 0.000 RT 0.000 LT -1.610 RT -1.610 LT 2.506 RT 2.506 LT 1.276 RT 1.276 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 • Chelladek Studios, Inc. Time : 12:21:44 Date : 12 -24 -2003 WALLS Parallel to X -Axis Story 1 Line E Wall 0 Height Seismic Wall Force: 0.000 OTM 0.000 Uniform DL: 0.055 Header DL : LT 0.000 RT 0.000 Max Down : LT -0.000 RT -0.000 Res Moment: LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 6 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 LT -0.000 RT -0.000 z = Z re w 6 O 0 CO 0 w= N a w u. cn d w z 1- 0 z ►- w ID U 0 O • E- W W H H IL O . .. Z W U= z Chelladek Studios, Inc. Time : 12:21 :45 Date : 12 -24 -2003 Walls Parallel to Y axis LEFT END SEIS 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 2.34 3.14 2 2 2 10.00 17.00 0.01 0.12 1 2 2 10.00 13.25 2.38 3.19 WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL z I-6 w 6 00 co o cn w J H w J LL. cn = a I- III Z I-0 z �- LIJ 0 D U O co D I = • U U. O ..Z U = O - Z Chelladek Studios, Inc. Time : 12 :21:45 Date : 12 -24 -2003 Walls Parallel to X axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 2 A 1 15.00 0.00 0.00 0.44 1 A 1 10.00 0.00 0.08 1.50 WOODCAD QLAT (Pro V4.0) File: JHNSN -V2 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL ;1- z UO N o w= J H Q u w O gas LL. �o = w z � I- O. z F- LU 2 U o. 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I r - Irbil / Tio it f ttl/j)1'ICf - ;(Ctutft;[ ) f (rttl( }�' #/ /(aa /mil 4/111.). "Pk K 4 ( �t e(/rl►i111(i t!I /t- { / / (ii iI Hill' A t(/'/tlllif017'ed. .4/;1? J //((P(/ /11(1 -rd - / / / 5116 fi r'(. i I rt IA 1/(11 lvt l/` ~ /!`/ pc( 4cmA 4 C 1 ki-, /1. 71(1 /•/ 4 hr., i'fi'. ! /t /itl)l,t -IC% -1I,./ � /F /(.I/1(t.l /.)-►/.- ((it,„_.( J RECEIVED CITY OF TUKWILA ,) •. , 41 1>0 S r f 87 gui61 85 PERMIT CENTER DAILY CONSULTANTS, INC. y 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425- 747 -5618 FAX 425- 747 -8561 JOB LOCATION (, l/t tuts CLIENT /OWNER JC // /4f/' // GENIES& CONTRACTOR e /r1uM /f' //l// //* GRADING CONTRACTOR GEOTECH TRAVEUPREP TIME /kr TIME ON SITE /(' TIME OFF SITE HOURS CHARGED GENERAL CONTRACTOR'S SUPERINTENDENT -7�il / C4i4 MILES GRADING SUPERINTENDENT VISITORS JOB NUMBER /q:/e)/e) DATE // , r / / ✓:�ri '("/ DAY OF WEEK Z ' / / / / / Cr - 4 • / WEATHER PERMIT NUMBER PAGE OF NEXT SITE VISIT: er7, :II / (1/ I /1,1/I/k- COPY TO SIGNATURE: FIELD REPORT FILE COPY 4400/stand ,C S subject to er; rr. ;; ;,:; c , i plans doe, r;t;' . • -- Cher{c ',;,royals are IJ'S1t,1in�. r approval of ;; ic,r ,..i^n of any Cti o. n- ';ctivedged. These plans hive been reviewed by the Public Works Depart City standards. omissions whic adopted standa for the adequa designer. Additi drawings after t and will require for subsequent Final acceptanc the Public Wor Date: Z CITY OF Tili;r iLA APPEOvL FEB U ?' AJ BUILDIKI %7R '. J/J 5cMJ P ov s ent for conformance with current Acceptance is subject to errors and do not authorize violations of s or ordinances. The responsibility of the design rests totally with the ns, deletions or revisions to these is date will void this accej tance a resubmittal of revised driwings proval. is subject to field inspecti n by s utilities inspector. By: U- \ )42- ),41Q, D i TyP E ( W /pvnr. 3 s & ° [V!S!ON NO 7:4 0 NI NO z r 'T 2 ,, pUY`nbi3 x R6 h I3 rc_ J 2 xf2 - eci) QRA;J V P _ 7 fl J R l C �d �° ►,n� CRoss / • P•Fie 4 Q �, 4 wfr 0 ca 5 r 'H RUC ate i■. x"= "'*""+sikymaa.. a3ly, y w. ,7• 9 :*r 9 - -- - - - m.7w,enenen.■sim. nw.nn++., r���.�..��.:.��r , baoir) 51 I X tg y etv-J IN,1)4 \\a W 6:v o a nt �VG Os1 5° PUvAP "T/pG PLAN) F F 0,77 ve H Li " 0 o v\ - / F Li / 1 `/, Tice c! 2k. Li kt oae.k Q110E " P L r '''' visioN 1 ,,, ,,;) tkk...cw _.• Z vtlw+ifstiw "+w'+'� "+mow"'"' 1 4. Z • � J U 00 W CO u_ 0 CO a . = w F- _ Z � � Z w • w U � O D- O I- w Hr- U- o w Z O - O ~ z • • • R4( bt%e i . f.,9 I\ ., • , 34%e°. ( P (.. 4\16/ 49V444 . v ee �•. .4,\;*p \ yoy 4 ., 0÷ 170 .el 0 8` \ 9: 4, 4\1 . / . /n % r G 4 :2 • rA 63.0.00' P/L fifiAtt . 140)* • 44TH•.P i 11- oo tY (19 (Pro eetv Powit, 0 6 ,.. 0 vex //. m APP ( :, :; ' V( IV fl A b� jt � ' t j ..�� • '- 0.'V • z � U0 co W = H co L w H O � O I- W W H r- - O W Z = z ..11-1N 7 4 % J4 [gGOULDS PUMPS APPLICATIONS Specifically designed for the following uses: • Homes • Sewage systems • Dewatering!Effiuent • 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 14D°F (60°C) intermittent. • See order numbers on reverse side for specific HIP, 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, ■ 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 '' 2003 Goulds Pumps Effective November, 2003 83886 MOTORS MUM FEET 15 — 50 10 5 0 30 w51oe WW1 1 w5031 10 •• Prosurance available for residential applications. FE 8 `l � S 2 ' n, 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. ■ 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. 425 641 8885 Submersible Sewage Pump CITY r F T���r.,. S B Series Ali: � '14 W C`1 Vt } • Built -in b erioad with automatic reset, • SJTOW or STOW severe duty oil and water resistant power cords. • 'A and Y HP models have NEMA three prong grounding plugs, • 5 11 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. a Bearings: Upper and lower heavy duty ball bearing construction. III Designed for Continuous Operation: Pump ratings are within the motor manufacturers recommended working limits, can be operated continuously ° 0 20 • . . 40 40 60 MODEL 3886 RF /ISION ITV 'm d 10 GPM ioo 120 1 1 1 1 1 0 5 10 15 20 25 cAPApre without damage when fully submerged. • Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor and 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 Pump is ISO 9001 Registered. • 1'0 1 30 35 P.02/03 Testedto ut 71i and e 6A221 708 5tmdirds 8y (ar� S Ondad s Auodation us fNe .U130549 !SERIES W5_B ,2' SOLIDS RPM 1750 160 +Qo • 100 0F 40 45 mu Goulds Pumps 4 ; ) ITT Industries Order HP Phase Volts Amps. RPM Ob ) WS031 18 'A 1 115 10,7 1750 1750 W503189 VI 10 ► 200 6.8 145 63 W503128 36 90 230 4.9 20 - WS05119 86 1 115 14,5 — 48 W505188 30 - 200 8.0 58 35 W505128 ,� � — 230 65 W505388 200 3.8 WS05328 3 230 3.3 W505348 460 1.7 W507188 1 200 11.0 W507128 230 9.4 1750 WS07388 200 4.1 '/. WS07326 3 230 3.6 WS07348 460 1.8 85 W51 0148 1 200 14.0 W5I0128 230 12,3 W510388 1 200 6.2 W510328 3 230 WS10348 460 2.9 W50537B ''/ 1,4 . 65 W507378 'A 3 1.5 85 W510378 1 2.4 Order No. W5038 W509 W5078 W5108 HP ► r/1 'A 'A 1 R PM ' 1750 1750 1750 1750 nteM Jo iaaj l pea11 MM. 10 ► 80 122 145 — 15 36 90 116 152 20 - 50 86 123 25 - — 48 95 30 - — — 58 35 — - — 20 ltet. Description 1 Impeller 2 Casing 3 — Mechank8l5e41 4 Motor Shaft 5 Motor 6 Ball searing 7 Power Cable 8 Casing 0•rin9 J HN 2"j—d191i4 14 r �5 GOULDS PUMPS now COMPONENTS MODELS 7 1 Goulds Pumps end t ITT Engineered Blocks Symbol are regisrered trademarks and tredenames of 1i'T lndustrlm DIMENSIONS (All dimensions are in Whet. Do not use for construction purposes,) ROTATION � � 61/4' 81•" 425 641 8885 P.03/03 Submersible Sewage Pump KICK BACK MOOS I. 3886 WSB Series A mom IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE, 19" PERFORMANCE RATINGS (ga ns per minute) o re8 C 4 ' 0 01 S'(4 SEWAGE EJECTOR SYSTEM 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, I Pump Model / Voltage SWS0511 B WS05118 (115 V) SW505128 W505128 (230 V) liisioN 1 Pumps ITT Industries TOTAL P.03 2 \2X 2f. YAKO MAIO ( pa I F °°77at)3 1 porn Q , , Tfiair 1 < 76 ----- 106 I m" , o , -00T■TI , 3 E____ (I pu A l I Q ZOLA) Ni 5 Oc; T5 T) sac C.oNtv et.TE D To Yttiki:2. CArl.ts . _ • DRiVe I %Jam ■ ' 1 g0 14 --SIALut: 0.As t WA' . • • - . ION MO 2 .6.•• .10 111 • C APPko r Lir N FEs r :204 1.0/AIG 6/1:1761-61\77 ,09/4 \\) s p0015 Lk.)/1115(4) ‘f TiP L V E QT . 0%. 4 a. - + - . - . — -:. - � i �r� / DDS r- shi�r�.� `f.� s ete ±L. • . ;.�• .r pi &.' ti e I4 r - s 4 r. 7z _. :� 4 • • .. , 1. ..41 41 _ • •� • GG -- it e• .e ./ i , . _ .. 141G -, • - a/ -- -4 L A` __Ike _2YG . ..,.e 4 GPI Re ...— — L . _ .r • ,,,, _ _ _ - , - --- i ,_ _ ,tI►r 57;±,.l (R 1 &rtsoo4 ice. "tl4Lge �� 1ci ,- r . _, _! lit hett, - 7/11(4A4 ■ NEXT SITE VISIT' IT 5 GNA7ugL - _ - e 1411_ I IIIIIIIIIIIII COPY -� - APR - 07-2004 02 :03PM FROM - TERHUNE HOLES .4# N3- , GEOTECH a � • CONSULTANTS. INC. 13256 NE 20th Strut, Svice 16 "„ Bellevue, WA 98005 425.747.5618 FAX 425.7474561 JOS LOCATION - VleoiY" Pi 5• aIHe*M.CONTRACTOR GRADING CONTRACTOR s AW 7- GENERAL CONTIACTORS BURSRINTtiNDENT GPADINL' SUPEAMft'ENDCNT 253 - 854 -8582 TRAVEL/PA6P It{, /l4,e. TIME ON SITE TPA OFF SITS HO U S C MA lt6 CC CLIENT /OWNER �lol�ie.�ra MILES VISITORS T -'33 P.004 /005 F -536 DAILY FIELD REPORT JOS NUMBER 0/p DAIS 7 OrAYOFWEEK WEATKER PERMIT NUIIAER PAGE OF Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 The Grantor, Iori Shy)SO/) , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: wct -+eC l+ +er box �?5 11 1 eixr �ee =f rr� / Imo- K Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section/Township/Range: zalor1 JJfSon i16 /' /0, 3 V Assessor's Tax Parcel Number(s): 3.3 -07(4 Property Legal Description (abbreviated): 7 /id/ma/15 ��, G�,� TD; u # - r ,ot B o . Tames lc4 &4 A03 -o ,2y ,'EC % 3o6 l6 s b al. A Cop?er 3 / 1 " Serv∎c. ENGINEERING COSTS: $ CONSTRUCTION COSTS: $ 3,7 5D • o O TOTAL: $ 3 7S o ' o DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page / of _� situated in King County, State of Washington. DATED this 249 day of Sep umber , 2004. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) m s F. Mo ow, is Works irector DEPARTMENTAL APPROVAL: GRANTOR: By: On this 24L,41 day of ..S &Pkm , 200 _4, before me personally appeared t /o» D. 1oh , to me known to be the owner of //SIP- 44 P/aceSou , 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 tryOrdi etaitiiijif seal this 27///, day of - . °pterrhhe►' , 200 . i P � ., � ..D,o t! t„ �1,,,, o NOTA '; Type/Print Name A/ A. Deasy : ..... `�: Notary Public in and for the i u' �, • B U . State of Washington residing at R on it •- : , ` 0 My Commission expires 6-16-0g CE Orli1.P. ROVED for the City of Tukwila this 5 day of , 200, City Attorney's Office DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS C4 (sig ature) JGlo% h \ALSO \-) (print name) (title) CITY OF TUKWILA B vv\VV1 VSteven M. Mullet, Mayor APPROVED AS TO FORM: RECEIVED FOR FILING: Jane Cantu, City aka, Page 2. of 9- z = z �w QQ 0 O 0 0 wI N LL w 2 La co = a I- w Z = w O N O I-- w •L-L- O .. w U O ~ z T it" TJ- Beam(TM) 6.10 Serial Number: 7003007982 User: 2 12/24/2003 2:55:09 PM Page 1 Engine Version: 1.10.3 Point(Ibs) Floor(1.00) Point(lbs) Floor(1.00) Uniform(plf) Floor(1.00) Uniform(plf) Floor(1.00) Uniform(plf) Roof(1.25) SUPPORTS: 1 Stud wall 2 Stud wall Live 481 964 240.0 53.3 137.5 Input Bearing Width Length 3.50" 3.50" 5.50" 5.50" Dead 350 333 60.0 13.3 82.5 PROJECT INFORMATION: Johnson, J. Residence fl V S 1ON NO, ( A2- TV Alcove 5 1/4" x 94/4" Parallam® PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Location 4' 7" 4' 7" 0To4' 4'7 "To11'1" 4'7 "To 11' 1" Copyright m 2003 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joiet. 4 Replaces Replaces Replaces -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2884 2354 9389 Passed (25 %) Moment (Ft -Lbs) 9662 8571 18823 Passed (46%) Live Load Defl (in) 0.186 0.353 Passed (U684) Total Load Defl (in) 0.273 0.529 Passed (L/465) 11' 1•• 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: Type Class Application Comment i FILE COPY 1 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 Product Diagram is Conceptual. Vertical Reactions (Ibs) Detail Other LivelDeadlUplifflfotal 2064 / 873 / 0 / 2936 L1: Blocking 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 1722 1 876 / 0 / 2598 L1: Blocking 1 Ply 1 1/2" x 9 1/4" 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. 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 UBC analyzing the TJ Distribution product listed above. OPERATOR INFORMATION: Carl Wheeler Terhune Homes PO Box 1267 Kent, WA 98035 Phone : 253 854 -8500 Fax : 253 854 -8592 carl@terhunehomes.net CITY OF TUiiM +ILA APPROvt° JAN 2 7 2004 \Lw FIS Ohl BUILDING if RECEIVED CITY (1F TI WWII A JAN 2 1 2004 PERMIT CENTER :rio3zs7 l FILE COPY 80.00' C N O S40 20'53 "E • 80.00' EASEMENT FOR SANITARY SEWER LINE 36.00' N 80.00' LLi LJ od N 2 Ces S4078'41 "E SHEET 1 OF 2 N40'23'05 "W S4078'41 "E 44TH PL. S. :W 0) Cr) 2 CF Via l\ ,J EIEC 1 1 VA3 � In Rog6iVeD Iq NO v 2 5 20 PERMIT CENTER EXHIBIT FOR JALON JOHNSON LOTS A AND B TUKWILA BLA #103 - 029 SCALE: 1"=40' EXHIBIT "A" GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch = 40 ft. U C C/D O U CiD rinu,,,u,nun,mu I" -e ,Z —o L.) I CORRECTION LTR #_1_3 -Z8 EXHIBIT "A" LEGAL DESCRIPTION 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 POINT ON 77-IE NORTHWESTERLY LINE OF SAID LOT A, 5.00 FEET NORTHEASTERLY OF THE WESTERLY CORNER THEREOF AND RUNNING THENCE PARALLEL 11771 THE SOUTHWESTERLY LINE OF SAID LOT A 37. 00 FEET; THENCE IN AN EASTERLY DIRECTION TO ITS INTERSEC77ON 14/7H 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 CRONES & ASSOC. LAND SURVEYORS 23808 1901N AVE SS KENT W4 98042 (425) 4J2 -5830 SHEET 2 OF 2 SEP -0 -2003 14:18 FROM: JUL1T -2003 02144PM FROM- TERHUNE nOirES r TERHTJ1E HOMES 253- 15446H Lateral Load Analysis for: Johnson Residence Per 1997 i'JBC using,Q4it v 4.0 Seismic Zone : 3 Exposure : ]' Wind Speed : 80 mph Snow Load ; 25 psf ■ A July 7, 2003 TO 253 854 8592 Kent; 253.854 -9500 Sc nle; 206.62/•3363 'Dana: 253.272.3111 M00497-7725 PAx. 253854ti592 P.005/007 T -704 P.002/006 F -553 'f crhunes Hruncs, Inc P.O. Box 1267 Kent, 1Vmhington 98035.1267 APPROVED DEC 1 1 2003 As $ i i.i This lateral has been personally reviewed by me and it is in full compliance with the 1997 Uniform Building Code. XPIRES 03 -16 - 0 � 111 Q r • 1)05.° 1 4. Story : 1 2 # 10.0 1 A — B 12.0 C 28.0 E 50.0 ; Walls Holddowns Struts 1 1 08 -14 -2803 JOHNSON 3 4 5 30.0 36.0 52.0 • • • • [ ?/16" Sheathing w/ 10d Box] [ Simpson Strong -Tie Holdown ] [ Simpson Cnnctr ] 1 1: [Gr III S]Pecies ]= [ Gr III Species *-Exceeds maximum table value NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. V 4 A — D 38.5 Walls Hal d4owns Struts X -# 2 S tors : 2 4 10.0 36.0 a • • • • • • • n 1 1 • • • 68 -14 -2003 JOHNSON [ 7416" Sheathing w/ 1Od Box] [Gr III Species ]_ [ Simpson Strong -Tie Holdown ] [ Gr III species C Simpson Cnnctr ] *-Exceeds Maximum table value [ 7/16" Sheathing w/ 10d Box] I G r £J_ SN L j J.�5 Shear Wall Edge Anchor Bottom Rim /Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Klf) r1 NMdi 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 c,d 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w /12 -8d 0.17 b,c,c 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 f 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 f 7/16" OSB(l) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w /12 -8d 0.45 a,e,f 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 a,e,f 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 a,b,e -g 7/16" OSB(2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 a,b,e -g 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 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 11 Plywood. g) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. z � 6 2 J U 00 c J 1- N LL w LL. CO = d z = 1- O z ~ U� c o ot— w u' O .. z w U= 0 z L [ [ L XL .l.uow 1 oullUU.L ( Simpson Strong [ Simpson 2003 Catalog J I lTL 111 -Tie Holdown ] ] bpecies J — Foundation Level HD Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number ri N M W to lfl t� CO l STHD8 (2) 2x (24) 16d - -- 2.21 STHD10 (2) 2x (28) 16d - -- 2.88 STHD14 (2) 2x (38) 16d - -- 4.30 PHD6 (2) 2x (18) SDS3 7/8 "0 5.86 PHD8 (2) 2x (24) SDS3 7/8 "4 6.73 HD10A 4x (4) 7/8 "0 7/8 "0 9.54 HD14A 4x (4) 1" 0 1" c¢ 11.08 HD15 6x (5) 1" 0 1 - 1/4 "4 15.30 L [ [ nOJUOWrl Schedule 1 Simpson Strong -Tie Simpson 2003 Catalog [ c..71. Holdown ] ] ill Species Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number s-!Nc'MdiUl l0 t--COO1 CS18 (36 ") 2x (18) 10d - -- 1.27 (2) CS20 (36 ") (2) 2x (18) 8d ea - -- 2.01 (2) CS18 (36 ") (2) 2x (18) 10d ea - -- 2.54 (2) CS16 (48 ") (2) 2x (28) 8d ea - -- 3.30 MST60 3x (56) 16d ea - -- 5.80 2) MST37 (2) 3x (42) 16d ea - -- 7.63 2)MST48 (2)3x (46)16d ea - -- 8.92 2) MST60 (2) 3x (56) 16d ea - -- 11.60 HD15 6x (5) 1"0 5/4"0 15.30 [ 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 z 6 00 w ID I N U. w0 §Q = d w Z = i-- 0 w ~ U C) O - o I- w W • o o .• W co 0 ~ z L [ 1..V1/4.11 1J.1.ar111Q O1.11CUU1.G 19/32" Sheathing w/ J [C7L 10d Common ] A. 1/11 opecza. e51 Dia # Diaphragm Case Nailing .(in o.c.) Bndry Edge Allowable Shear (Klf) Notes r-I NM vii Lf! Unblocked OTHER Unblocked CASE 1 Blocked Blocked Blocked Blocked Blocked U) lO df •NN N _ to VD lfl lfl di M M 0.21 0.28 0.32 0.42 0.64 0.73 0.82 CO M M M Hr-fH HHH N L [ r1.UVL JJ.Lap11La m oC:11CUU.LC 23/32" Sheathing w/ J 10d Common [Gr. ] 1/ 11 bpUUleSJ Nailing Allowable Dia Diaphragm Case (in o.c.) Shear Notes # Bndry Edge (Kif) Unblocked OTHER l�101O c1 IO •;1+1 M 0.21 1 Unblocked CASE 1 0.28 1 Blocked 0.32 1 Blocked 0.42 1 Blocked 0.64 1,3 d' Blocked 0.73 1,3 Blocked 0.93 1,5,6 Blocked 1.30 1,5,6 Blocked 1.51 1,5,6,7 Blocked 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 1 APA Rated Sheathing EXP1 /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. Terhune Homes, Inc. Time : 14 :32:16 Date : 08 -14 -2003 _ SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 2 1 1 2 2 2 1 2 2 3 1 2 4 1 1 * Exceeds table capacity - None required Ma Om/ 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 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 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD * Exceeds table capacity - None required 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 - 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 Occupancy Cat Soil Profile Period Snow Factor R Y -Axis = R X -Axis = WIND DATA: 1997 UBC1 Wind Exposure Wind Speed Structure Imp Factor Story 2 Story 1 = = 3 . = 4 = C 0.16 = 0.25 4.5 BSF Y -Axis = 0.183 4.5 BSF X -Axis = 0.183 B 80 = Encl /Unencl = 1.00 Load Summary to Y Level (K) DL Seis Wind DL Seis Wind -- 2 - 12.0 3.3 2.6 13.0 3.5 3.9 -- 1 - 26.6 3.8 6.9 26.5 3.8 6.5 Base Total Z = 0.30 I = 1.00 Ca= 0.33 7.1 9.5 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 of 5 H to X = 7.3 10.4 w re J U 00 W LLI -i i- W WO g = z � t- O z F- U � ON I- 111 H H . W _ Z — = o1-- z Terhune Homes, Inc. Time : 14:32:59 Date : 08 -14 -2003 INPUT DATA - Walls = = WALLS Parallel to Y -Axis X X Y WALLS Parallel to X -Axis Y Y X WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 2 of 5 == 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) = -= Story 2 Line 2 Wall 1 10.0 10.0 0.0 7.8 10.0 10.0 0.010 0.0 2.5 7.0 Wall 2 10.0 10.0 17.0 7.8 6.5 6.5 0.010 7.0 2.5 0.0 Wall 3 10.0 12.0 23.5 7.8 15.0 15.0 0.010 0.0 10.5 0.0 Line 4 Wall 1 36.0 36.0 0.0 7.8 18.0 18.0 0.010 0.0 13.5 0.0 Story 1 Line 1 Wall 1 0.0 0.0 12.0 7.8 7.4 7.4 0.010 0.0 7.5 4.0 Wall 2 0.0 0.0 23.4 7.8 24.6 24.6 0.010 4.0 2.5 0.0 Line 2 Wall 1 10.0 10,0 0.0 7.8 6.5 6.5 0.010 0.0 0.7 5.5 Wall 2 10.0 10.0 12.0 7.5 5.8 5.8 0.010 5.5 0.7 0.0 Line 3 Wall 1 30.0 30.0 29.5 7.8 20.5 20.5 0.010 0.0 16.5 0.0 Line 4 Wall 1 36.0 36.0 5.5 7.8 8.3 8.3 0.010 2.5 1.7 0.0 Line 5 Wall 1 52.0 52.0 0.0 10.0 15.0 15.0 0.010 0.0 0.0 0.0 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 Terhune Homes, Inc. Time : 14:32 :59 Date : 08 -14 -2003 =___ =_ _ - - - -_ _ - - -- -_ __ 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) ."3 -C7 =-- ..may.... LINES Parallel to Y -Axis Roof Level Lines 2 4 38.5 0.010 0.000 0.000 0.0 N 0.010 2.72 2.72 Level 1 Lines 1 2 38.0 0.010 0.000 0.000 12.0 N 0.010 2.527 2.527 Lines 2 3 50.0 0.010 0.000 0.000 0.0 N 0.010 Lines 3 4 28.0 0.010 0.000 0.000 0.0 N 0.010 Lines 4 5 28.0 0.010 0.000 0.000 0.0 N 0.010 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 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 3 of 5 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 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 4 of 5 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 -- - S- Support required beneath holddown M- Manaul input of holddown w wu wYau a f rrl e ' Li Terhune Homes, Inc. Time : 14 :32:59 Date : 08 -14 -2003 _ LINES Parallel to Y -Axis =_ _ OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 5 of 5 H Dia Load Seismic Shear Wind Shear Chord Force -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Kif) (Klf) (Klf) (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 x..wuLe...,.n.. «•w.a•..a . x.. �Kwstil•, iuC' uianlw2itirJ .�ti'n:xAP.�tii.':%i:t5� z z cc LLI J U 0 U CO J CO u_ w u. a _ I- w z1.- 1- 0 Z 1- 11.1 u U 0 O N O 1- w W I-- U .. w U = 0E- z 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 2 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Story 2 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Wall 2 Height Seismic 0.240 2.237 0.025 0.087 -0.432 2.470 -0.036 LT LT LT LT Wall 1 Height Seismic 1.165 10.090 0.135 LT 0.000 RT LT -0.561 RT LT 31.055 RT LT -1.165 RT Story 1 Line 1 Wall 1 Height Seismic Wall Force: 0.056 OTM • 0.846 Uniform DL: 0.075 Header DL : LT 0.000 RT Max Down LT -0.114 RT Res Moment: LT 3.770 RT Holddown LT -0.395 RT 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 LT 0.023 RT 0.000 LT -0.339 RT -0.316 LT 1.293 RT 1.195 LT 0.118 RT 0.133 RT 0.000 RT -0.344 RT 1.958 RT 0.043 Wall 3 Height Seismic 0.555 5.163 0.105 LT 0.000 RT 0.000 LT -0.344 RT -0.344 LT 18.529 RT 18.529 LT -0.891 RT -0.891 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 * * * * * * * * ** 7.8 SW Len 15.0 HD Len 15.0 Wt Wind 0.609 4.747 0.027 LT 0.000 LT -0.316 LT 7.918 LT -0.211 7.8 SW Len 18.0 HD Len 18.0 Wt Wind 1.278 9.969 0.035 0.000 LT 0.000 - 0.561 LT -0.554 31.055 LT 12.240 -1.165 LT -0.126 RT RT RT RT 7.8 SW Len 7.4 HD Len 7.4 Wt Wind 0.177 1.380 0.075 0.150 LT 0.000 - 0.264 LT -0.186 4.769 LT 2.807 - 0.530 LT -0.193 RT RT RT RT 0.010 RT 0.000 RT -0.316 RT 7.918 RT -0.211 0.010 0.000 -0.554 12.240 - 0.126 0.010 0.150 -0.336 3.550 - 0.293 Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 = == = = WALLS Parallel to Y -Axis Story 1 Line 1 Wall 2 Height 7.8 SW Len 24. Seismic 0.185 2.811 0.025 0.050 - 0.164 29.156 - 1.071 Wall Force: OTM Uniform DL: Header DL : LT Max Down : LT Res Moment: LT Holddown : LT Story 1 Line 3 Story 1 Line 4 Wall Force: OTM • Uniform DL: Header DL : Max Down : Res Moment: Holddown . RT 0.000 RT -0.114 RT 28.049 RT -1.026 Story 1 Line 2 Wall 1 Height 7.8 SW Len Seismic Wall Force: 1.104 OTM 8.970 Uniform DL: 0.007 Header DL : LT 0.000 RT 0.019 Max Down LT -1.380 RT -1.399 Res Moment: LT 1.616 RT 1.729 Holddown LT 1.131 RT 1.114 Story 1 Line 2 Wall 2 Height 7.5 SW Len 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 7.8 SW Len 20.5 HD Len 20.5 Wt 0.010 Wind 1.438 11.213 0.165 LT 0.000 RT 0.000 LT -0.547 RT -0.547 LT 34.210 RT 34.210 LT -1.122 RT -1.122 Seismic Wall Force: 0.821 OTM 7.544 Uniform DL: 0.165 Header DL : LT 0.000 RT 0.000 Max Down LT -0.368 RT -0.368 Res Moment: LT 45.954 RT 45.954 Holddown : LT -1.874 RT -1.874 Wall 1 Height 7.8 SW Len Seismic 1.604 12.975 0.017 LT 0.021 RT 0.000 LT -1.585 RT -1.563 LT 3.104 I.T 2.945 LT 1.189 RT 1.208 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 2 6 HD Len 24.6 Wt 0.010 Wind 0.588 4.588 0.025 LT 0.050 RT 0.000 LT -0.236 RT -0.186 LT 21.705 RT 20.881 LT -0.696 RT -0.662 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 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 8.3 HD Len 8.3 Wt 0.010 Wind 2.876 22.435 0.017 LT 0.021 RT 0.000 LT -2.724 RT -2.703 LT 2.311 RT 2.192 LT 2.425 RT 2.439 Terhune Homes, Inc. Time : 14:34:32 Date : 08-14-2003 Story 1 Line 5 Wall Force: OTM . Uniform DL: Header DL : Max Down : Res Moment: Holddown : _ WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 3 Wall 1 Height 10.0 SW Len 15. Seismic 0.302 4.395 0.000 LT 0.000 RT 0.000 LT -0.293 RT -0.293 LT 10.125 RT 10.125 LT -0.382 RT -0.382 == 0 HD Len 15.0 Wt 0.010 Wind 1.266 12.664 0.000 LT 0.000 RT 0.000 LT -0.844 RT -0.844 LT 7.537 RT 7.537 LT 0.342 RT 0.342 ... n �. u.... a�::. d`+ Jw::... rts.. r. :lC.:w..::r�'iki+u}L,:ldliri.•aa 1$ ist] i�L2♦= i�:'+ O, L, M .Ir`4ti'J(W,ifYLGiii�1.J�11vV1'� Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 WALLS Parallel to X -Axis Story 2 Line A Wall 1 Height 7.8 SW Len Seismic Wall Force: 1.244 OTM • 10.599 Uniform DL: 0.055 Header DL : LT 0.110 RT 0.110 Max Down : LT -0.772 RT -0.772 Res Moment: LT 16.906 RT 16.906 Holddown : LT -0.394 RT -0.394 Story 2 Line D Wall 1 Height 7.8 SW Len Seismic Wall Force: 1.244 OTM 10.431 Uniform DL: 0.045 Header DL : LT 0.000 RT 0.090 Max Down LT -0.802 RT -0.892 Res Moment: LT 9.354 RT 10.407 Holddown LT 0.083 RT 0.002 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 . Story 1 Line A • Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown Wall 1 Height 7.8 SW Len Seismic 0.814 6.768 0.050 LT 0.000 RT 0.150 LT -0.902 RT -1.052 LT 3.240 RT 4.253 LT 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 Wind 1.330 10.377 0.050 LT 0.000 LT -1.384 LT 2.412 LT 1.062 3.3 HD Len Wind 0.576 5.765 0.155 LT 0.930 LT -2.704 LT 2.927 LT 0.873 4.0 HD Len Wind 0.710 7.095 0.155 LT 0.194 LT -1.968 LT 1.886 LT 1.302 7.5 Wt 0.010 RT 0.150 RT -1.534 RT 3.166 RT 0.961 3.3 Wt 0.010 RT RT RT RT 0.194 -1.968 1.324 1.366 4.0 Wt 0.010 RT 0.000 RT -1.774 RT 1.367 RT 1.432 Terhune Homes, Inc. Time : 14:34:32 Date : 08 -14 -2003 WALLS Parallel to X -Axis Story 1 Line B Wall Force: OTM . Uniform DL: Header DL : Max Down : Res Moment: Hoiddown . Story 1 Line C Wall 1 Height Seismic Wall Force: 1.189 OTM • 9.989 Uniform DL: 0.100 Header DL : LT 0.000 RT Max Down LT -0.780 RT Res Moment: LT 13.124 RT Hoiddown LT -0.245 RT Story 1 Line C Wall 2 Height Seismic Wall Force: 0.790 OTM • 6.633 Uniform DL: 0.100 Header DL : LT 0.000 RT Max Down LT -0.780 RT Res Moment: LT 5.787 RT Hoiddown LT 0.100 RT Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line C Wall Force: OTM • Uniform DL: Header DL : Max Down . Res Moment: Hoiddown : Wall 1 Height Seismic 0.913 7.678 0.055 LT 0.000 RT LT -0.768 RT LT 5.985 RT LT 0.169 RT 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 Wall 4 Height 10.0 SW Len Seismic 0.269 2.960 0.025 LT 0.031 RT 0.000 LT -1.052 RT -1.021 LT 0.555 RT 0.473 LT 0.829 RT 0.858 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 5 7.8 SW Len 10.0 HD Len 10.0 Wt Wind 1.548 12.075 0.055 0.000 LT 0.000 RT -0.768 LT -1.208 RT 5.985 LT 4.456 RT 0.169 LT 0.762 RT 7.8 SW Len 12.8 HD Len 12.8 Wt Wind 2.767 21.581 0.100 0.135 LT 0.000 RT -0.915 LT -1.686 RT 14.679 LT 9.770 RT -0.366 LT 0.923 RT 7.8 SW Len 8.5 HD Len 8.5 Wt Wind 1.837 14.331 0.100 0.000 LT 0.000 -0.780 LT -1.686 5.787 LT 4.308 0.100 LT 1.179 4.5 HD Len 4.5 Wt Wind 0.973 9.727 0.155 LT 0.000 RT LT -2.162 RT LT 1.730 RT LT 1.777 RT 2.9 HD Len Wind 0.627 6.268 0.025 LT 0.031 LT -2.193 LT 0.413 LT 2.019 0.010 0.000 -1.208 4.456 0.762 0.010 0.135 -1.821 10.928 0.832 0 .010 RT 0.000 RT -1.686 RT 4.308 RT 1.179 0.010 0.194 -2.355 2.314 1.647 RT 0.000 RT -2.162 RT 0.352 RT 2.040 2.9 Wt 0.010 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: Hoiddown . 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 _ Terhune Homes, Inc. Time : 14 :36:23 Date : 08-14-2003 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 1 = = _ SUMMARY OF ACCUMULATED HOLDDOWN FORCES Q LEFT END OF SHEAR WALL Walls Parallel to Y axis z LEFT END SETS WIND �_,Z X Y Lt Lt ce 2 Dis Dis HD HD 6 D S tory Line Wall ft ft K K 0 coo co III J H 2 2 1 10.00 0.00 0.00 0.03 N LL 1 2 1 10.00 0.00 1.01 1.85 w 0 2 2 2 10.00 17.00 0.00 0.12 ga - 1 2 2 10.00 12.00 1.06 1.87 cr) =w t- _ z1._ 1- 0 z I- w • w O N O I- w w S IL O w z 0 O - F" z Terhune Homes, Inc. Time : 14 :36:23 Date : 08-14-2003 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis z RIGHT END SEIS WIND ' _ ii- z. X Y Rt Rt re Dis Dis HD HD 6 0 Story Line Wall ft ft K K -1 o CO 0 (O III J H 2 2 1 10.00 10.00 0.00 0.02 U) O 1 2 1 10.00 6.50 0.92 1.82 w 2 fa ii..Q co p I a 1 .w zF 1- o . zr w D o U O - 0 1- w w H-- LI O lll w . E- O Z Terhune Homes, Inc. Time : 14:36:23 Date : 08-14-2003 = = = = = 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 WOODCAD QLAT (Pro V4.0) File: JOHNSON Page: 3 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL ' ai44:4;a:s64',a41■4474■■''' :4,1,1:4444 Z 11- < • ' _1 0 O 0 co w w W I CO m' O 2 g 5 "± (31 tu z I- 0 z I- Ui • W O 5-2 O 1- WLI W 1- U. g Z 0 4fn16 11'75CQJiCO MP G R. KNOW ALL MEN BY THESE PRESENTS: SUBDIVISION PERFORMANCE BOND THE CONDITION OF THE OBLIGATION IS SUCH THAT: 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. 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 d w zg,„„c) aieea ifyiet44 , By: 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 fl 7 zo3 -ak8 :¢': �' 4 k'. �awxhsneasr� .t:�nr.r�r�rg_v±+.b•S,..H�x N+e�„w,.. »...., ,.. i�� W i�r r.ri riwrrt, oCICO ROUP z DISCLOSURE RIDER re W 2 —I O 0 0 CO CO Ill Ill = F- CO LL w g • ? • d = I— W z �. Under this program, the Federal Government will cover 90% of the amount of ' z O covered losses caused by certified acts of terrorism, as defined by the Act. The 2 uj coverage is available only when aggregate losses resulting from a certified act of v terrorism exceed $5,000,000.00. Insurance carriers must also meet a variable 0 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 1— H response w e. _ 0 w Participation in the program is mandatory for specified lines of property and v casualty insurance, including surety insurance. The Act does not, however, create 0 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. 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. 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 • ,•wvo +x414RK'k`isr. F:�.. 26V �+ur. v.+i3kSW5:V:!VI;S1,74.,NS'.:.. 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: * * *Holli 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 of 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 he 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 he 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. By: David H. Rhodes. Executive Vice President By: Z1 4444 Walter A. Crowell. Secretary STATE OF CALIFORNIA COUNTY OF ORANGE 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. Signature By ID-1380 (01/02) )SS. WITNESS my hand and official seal. 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 AN TONIO ALVARADO CI ., COMM. # 1300303 Z. M Notary Public - California K ORANGE COUNTY ..& My Comm Ex pires APRIL 10, 2005 The undersigned, as Chief Operating Officer 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 of this Certificate. This Certificate is executed in the City of Irvine, California, the Iday of _�. �. is::uL,n.a1::.;w «::m.aa:..w.a. nv4:aw.+.»...w. u,t6+}tJr °� •: +¢s�+a l.4S�8t AA'MK1.1M SI �n% /` TERHUNE HOMES FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of i ins doe;: r t authc . :z he Yio .tion.of ;my Gravi : Load nai u. v.Jt J lL. L+r 4�+ plait G.:;know r..ij::.d. • n„ Johnson Residence DEC 1 1 2003 J AS M)i D 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 1 FAX: 253-854-8592 CITY OF TUUK WiL APPROVED Mit Co a A aeuscr Business TJ- Beam(TM) 6.04 Serial Number. 7002007469 User. 2 8/19/2002 5:22:56 PM Page 1 Engine Version: 1.4.16 LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall 3 Stud wall 4 Glulam or solid sawn lumber beam - 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 DESIGN CONTROLS: 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 Maximum -659 1163 -1744 17' Input Width 5.50" 3.50" 5.50" 5.50" Design -619 1163 -1744 0.188 0.230 40 Bearing Length 4.25" 3.50" 5.50" 4.25" Control 1562 1895 3765 0.416 0.831 30 - 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 Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist",Pro" and TJ-ProO' are trademarks of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 01.sms 01 -L Jr 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 Vertical Reactions (Ibs) LivelDeadlUpliff/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 (L/999 +) Passed (L/867) Passed Detail Other 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: 36' 3 1 10' 9' Product Diagram is Conceptual. A3: Rim Board 1 Ply 1 1/4" 0.8E TJ- Strand Rim Board® B1: Blocking 1 Ply TJI® /Pro(TM) -150 B1: Blocking 1 Ply TJI ® /Pro(TM) -150 A3: Rim Board 1 Ply 1 1/4" 0.8E TJ- Strand Rim Board® 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 a A aeuscr Business TJ- Beem(TM) 6.04 Serial Number: 7002007469 User. 2 8/19/2002 5:22:59 PM Page 2 Engine Version: 1.4.16 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beau are registered trademarks of Trus Joist. e -I Joist", Pro" and TJ-Pro"' are trademarks of Trus Joist. C: \ACAostuff\ Projects \Ho \Calcs \HoKiem- 01.sms 01 -1 .r 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 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 T '. 41/4 A VEyerhaeuser Business TJ- Beam(TM) 6.04 Serial Number. 7002007469 User. 2 8/19/2002 5:28:25 PM Page 1 Engine Version: 1.4.16 Member Slope: 0t12 Roof Slope0M2 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(lbs) 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" -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 Defl (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 ® 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADatuff\ Projects \Ho \Calcs \HoKiem- 02.sms 02 -1, ter Bath / Dressing Ceiling Beam 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 0 6' 6 " - -Q Dead Location Application Comment 746 4' 6" 210.0 0 To 4' 6" Replaces 165.0 4' 6" To 6' 6" Replaces Vertical Reactions (lbs) Detail Other Live/Dead/Uplift/Total 1378 / 909 / 0 / 2287 1653/1160/0/2813 Control Passed (28 %) Passed (68 %) Passed (U634) Passed (U374) 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 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 4jq'w us rlmeer Business TJ- Beam(TM) 6.04 Serial Number. 7002007469 User: 2 8/19/2002 5:30:35 PM Page 1 Engine Version: 1.4.18 Member Slope: 0t12 Roof Slope0t12 All dimensions are horizontal. 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 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) 405 Moment (Ft -Lbs) 489 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Vertical Reactions (Ibs) Detail LivelDead/Uplift/Total 275/185/0/460 275/185 /0/460 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Design -282 489 0.011 0.018 Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 03.ams 03 -1 ter Bedroom Ceiling beam at sitting popout 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL Control 8458 5687 0.161 0.242 3 a-- 5' 6" Control Passed (3 %) Passed (9 %) Passed (U999 +) Passed (L/999 +) Other El 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 `:: iir: r d .it:I.'✓Li:`�."r'.:;�k.Le+.ru.' � w,�<.:+,e:«s..�..,uw�.:aa.0 r+.w.�i� - _ Z • = 1 .-- ~ W � JU 00 W= � WO H • ON 0 I— W I=— H u- O .. W = O 1— ;E Tiw 6e Bu TJ-Beam(TM) 6.04 Serial Num 7002007469 User. 2 6119/2002 5:32:44 PM Page 1 Engine Version: 1.4.16 Member Slope: 0/12 Roof Slope0M2 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' SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 5.50" 5.50" 244/168/0/412 5.50" 5.50" 293 / 201 / 0 / 494 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking 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 Design Control -358 8458 440 5687 0.004 0.094 0.006 0.142 Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 04.8ms 044 er Bedroom Right window header 3 112" x 7 114" 1.3E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Control Passed (4 %) Passed (8 %) Passed (L/999 +) Passed (1J999 +) a-- 3' 6 " 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 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 4E:1 T °�v / n A 2 7002,1:69 5 b TJ- Beam(TM) 6.04 Serial Num r. User. 2 8/19/2002 5:38:20 PM Page 1 Engine Version: 1.4,16 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 05 -N_ .A Ceiling beam at popout 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 0 Vertical Reactions (Ibs) Live /Dead/Uplift/Total 2881 / 1501 / 0 / 4382 2917 /1352 /0/4269 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 4136 2670 11083 Moment (Ft -Lbs) 11577 9280 15438 Live Load Defl (in) 0.271 0.283 Total Load Defl (in) 0.403 0.567 Copyright O 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 05.ams 12' Al: Blocking Al: Blocking Control Passed (24 %) Passed (60 %) Passed (L/502) Passed (U337) 1 LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8' 6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Roof(1.25) 309 186 7' Point(Ibs) Roof(1.25) 309 186 11' Uniform(plf) Roof(1.25) 137.5 82.5 0 To 7' Adds To Uniform(plf) Roof(1.25) 137.5 82.5 11' To 12' Adds To Uniform(plf) Floor(1.00) 0.0 81.0 0 To 7' Adds To Uniform(plf) Floor(1.00) 0.0 81.0 11' To 12' Adds To Detail Other n 0 EI 1 Ply 1" e-Rim Board® 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 Product Diagram is Conceptual. - 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 Mayerhaeuser Busines TJ- Beam(TM) 6.04 Serial Number. 7002007489 User. 2 8/1912002 5:38:22 PM Page 2 Engine Version: 1.4.16 05 -N. Ceiling beam at popout 3 112" 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. 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: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 05.sms OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle @terhunehomes.net 4 A VEyerhaeuser Business TJ- Beam(TM) 6.04 Serial Number. 7002007469 User. 2 8/19/2002 5:42:01 PM Page 1 Engine Version: 1.4.16 Member Slope: 0/12 Roof SlopeOM2 All dimensions are horizontal. 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 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: 1 Stud wall 2 Stud wall Input Width 5.50" 5.50" Bearing Length 5.50" 5.50" DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -4065 1582 8458 Moment (Ft -Lbs) 3314 3314 5687 Live Load Defl (in) 0.088 0.178 Total Load Defl (in) 0.143 0.267 PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business TimberStranda is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 06.sms 06-L. Room Windows 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 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 2552/1550/0/4102 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking Control Passed (19 %) Passed (58 %) Passed (U724) Passed (L/449) Ei 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 3 1/2" 1.3E TimberStrand® LSL L1: Blocking 1 Ply 3 1/2" 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" 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 Co a- A VEyerisaeuser Business TJ- Beam(TM) 6.04 Serial Number: 7002007469 User: 2 8/19/2002 8:05:12 PM Page 1 Engine Version: 1.4.16 Member Slope: 0/12 Roof Slope0/12 All dimensions are horizontal. SUPPORTS: 1 Wood column 2 Stud wall Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" DESIGN CONTROLS: Maximum Shear (lbs) 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- L,,,.ng Porch Right Roof Beam 3 1/2" x 9 114" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 3 0 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 Vertical Reactions (Ibs) Live/Dead/Uplift/Total 962/ 647 / 0 / 1609 962 /647/0/1609 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking Design Control -1327 10792 5109 11981 0.297 0.444 0.496 0.667 Copyright m 2001 by Trus Joist, a Weyerhaeuser Business Timber5trande is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 07.ems Control Passed (12 %) Passed (43 %) Passed (L/539) Passed (L/322) 14' Detail Other 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 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 «,,pmaca au0 14.4 WW.A..(.c birmkrwn . 1V417 U ..}% n Vayethaeuser Business TJ-Beam(TM) 8.04 Serial Number: 7002007469 User: 2 8/19/2002 6:07:44 PM Page 1 Engine Version: 1.4.16 Member Slope: 0112 Roof Slope0M2 All dimensions are horizontal. 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) 1938 1163 4' Uniform(plf) Roof(1.25) 387.5 232.5 0 To 4' Replaces Uniform(plf) Roof(1.25) 67.5 37.5 4' To 9' Replaces SUPPORTS: 1 Stud wall 2 Stud wall Input Width 5.50" 5.50" Bearing Length 5.50" 5.50" 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 \Ca1cs \HoKiem- 08.ems 08 -L, . .,g Room Front Windows Header 3 1/2" x 9 1/4" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1© 9 ' Vertical Reactions (Ibs) Detail Other Live /Dead /Uplift/Total 2411 /1487/0/3898 1415/882/0/2297 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 3688 3124 10792 Moment (Ft -Lbs) 9289 9289 11981 Live Load Defl (in) 0.202 0.278 Total Load Dell (in) 0.326 0.417 Control Passed (29 %) Passed (78 %) Passed (L/495) Passed (U307) 1 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: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. I SSEEMESUS .. .K.�y- vy,..,.xw:�spx�xavhki�.�• OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net 156 ..' r AVEyerhaeuser Business TJ- Beam(TM) 8.04 Serial Number 7002007469 User. 2 8/19/2002 6:12:38 PM Page 1 Engine Version: 1.4.16 Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontal. 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(lbs) Uniform(plf) Uniform(plf) Uniform(plf) SUPPORTS: 1 Stud wall 2 Stud wall Roof(1.25) 1744 Roof(1.25) 337.5 Roof(1.25) 67.5 Floor(1.00) 0.0 Input Bearing Width Length 3.50" 3.50" 5.50" 5.50" -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,R1: Blocking DESIGN CONTROLS: Maximum Shear (Ibs) 3678 Moment (Ft -Lbs) 8182 Live Load Defl (in) Total Load Defl (in) 09 -L. .y I Living Room Ceiling Beam 3 112" x 11 718" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1248 3' 6" 302.5 0 To 3' 6" Replaces 37.5 3' 6" To 11' 6" Replaces 81.0 0 To 11' 6" Replaces Vertical Reactions (Ibs) Detail Other LivelDeadlUpliftlTotal 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 2860 13854 8182 19298 0.069 0.253 0.125 0.380 Control Passed (21 %) Passed (42 %) Passed (U999 +) Passed (L/732) 4 3 ' 6 " Overall Dimension: 11' 6" Product Diagram is Conceptual. Location Lt. end Span 1 under Roof ALTERNATE span loading MID Span 1 under Roof ALTERNATE span loading MID Span 1 under Roof ALTERNATE span loading MID Span 1 under Roof ALTERNATE span 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. -The load conditions considered in this design analysis include alternate member pattern loading. - Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright m 2001 by Trus Joist, a Weyerhaeuser Business TimberStrande is a registered trademark of True Joist. C: \ACADstuff\ Projects \No \Calcs \HoKiem- 09.ems OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854-8592 kelle@terhunehomes.net leRN, OW: A aeuser Business TJ- Beam(TM) 6.04 Serial Number. 7002007469 User. 2 8/19/2002 8:12:40 PM Page 2 Engine Version: 1.4.16 09 -E 1 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: - 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 ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. 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 \Calcs \HoKiem- 09.sma OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854-8500 Fax : (253) 854 -8592 kelle @terhunehomes.net Ti4Q rt,anu« Basin= TJ-Beam(TM) 6,04 Serial Number. 7002007469 User: 2 8/19/2002 6:15:29 PM Page 1 Engine Version: 1.4.16 THIS Member Slope: 0t12 Roof SlopeO/12 All dimensions are horizontal. 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) 1842 Moment (Ft -Lbs) 7292 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. C: \ACADstuft\ Projects \Ho \Calcs \HoKiem- 10.sms 10 -L .ile car Garage Overhead Door Header 3 112" x 11 7/8" 1.5E TimberStrand® LSL PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 O 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 Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 1134/785/0/1920 1134 /785/0/1920 Design Control -1583 13854 7292 19298 0.281 0.528 0.476 0.792 Control Passed (11 %) Passed (38 %) Passed (L/675) Passed (U399) 16' 6" Other L1: Blocking 1 Ply 1" e-Rim Board® L1: Blocking 1 Ply 1" e-Rim Board® n a ..wer.awn,rtytaR7U" Pro.otor►?sG4thwithIrAt 9 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 T iw2 / o4t . A%yerhaeuser Busness TJ- Beam(TM) 6.04 Serial Number. 7002007469 User: 2 8/19/2002 6:18:55 PM Page 1 Engine Version: 1.4.18 Member Slope: 0112 Roof Slope0M2 All dimensions are horizontal. 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(lbs) 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 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): L1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -4526 -3819 10792 Moment (Ft -Lbs) 6447 6447 11981 Live Load Defl (in) 0.116 0.261 Total Load Defl (in) 0.188 0.392 - 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. 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: \ACADstuff\ Projects \Ko \Calcs \HoKiem- 11.sms Car Garage Overhead Door Header 3 112" x 9 1/4" 1.5E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Control Passed (35 %) Passed (54 %) Passed (U808) Passed (U500) Vertical Reactions (lbs) Detail Other Live /Dead/Uplift/Total 880 /558/0/1438 2972 /1818 /0 /4790 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. OPERATOR INFORMATION: Kelle Price Terhune Homes PO Box 1267 Kent, WA 98035 Phone : (253) 854 -8500 Fax : (253) 854 -8592 kelle @terhunehomes.net Z lc W 6 UO Go C Co J = W o N = W F– _ Z � 1– O Z F– W W U O — O F-- W H � u � 0- O ~ Z AAXC€erhaeuur Business TJ- Beam(TM) 8.04 Serial Number. 7002007469 User. 2 8/19/2002 8:28:45 PM Page 1 Engine Version: 1.4.16 SUPPORTS: 1 Stud wall 2 Stud wall Input Width 5.50" 5.50" DESIGN CONTROLS: Maximum 3129 3320 6310 Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Bearing Length 5.50" 5.50" PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright 'B 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 Trus Joist. C: \ACADstuff\ Pro \ llo \Calcs \HoKiem- 12.sms 12- L,.,age 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 Design 3058 3320 6310 0.092 0.161 O Vertical Reactions (Ibs) Live /Dead /Uplift/Total 1900 / 1420 /0 /3320 1062/910/0/1972 ;=; 8' 6" 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 Dead Location Application Comment Point(Ibs) Roof(1.25) 1350 810 3' Uniform(pIf) Roof(1.25) 262.5 157.5 0 To 3' Adds To Uniform(plf) Roof(1.25) 67.5 37.5 3' To 8' 6" Adds To Uniform(plf) Floor(1.00) 0.0 81.0 0 To 8' 6" Adds To Detail Other Al: Blocking Al: Blocking - 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 Control Control 3550 Passed (86 %) 3550 Passed (94 %) 9050 Passed (70 %) 0.196 Passed (U999 +) 0.392 Passed (L/584) a 1 Ply TJI ® /Pro(TM) -150 1 Ply TJI ® /Pro(TM) -150 Product Diagram is Conceptual. 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 Limits: End - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 6" 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 ta WI T P'~ ANgyaluntscrBusiness TJ- Beam(TM) 8.04 Serial Number. 7002007489 User. 2 8/19/2002 8:28:47 PM Page 2 Engine Version: 1.4.16 12 -t. Jge under Master Bed Left beam perp. 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 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. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright m 2001 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beams are registered trademarks of Trus Joist. e -I Joist'", Pro" and TJ -Pro" are trademarks of Trus Joist. C:\ACADstuff\ Projects \Ho \Ca1ca \HoKiem- 12.sms 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 NO W = J in WO g ur < 00 0 I Z H O Z F- LU uj 2 o. U O N. 0 W 0 -- •• Z W U 2 ' • O Z v AS tk nu: tne TJ- Beam(TM) 6.04 Serial Number: 7002007469 User. 2 811912002 8:34:05 PM Page 1 Engine Version: 1.4.16 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: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 1062 910 1' Point(Ibs) Roof(1.25) 275 185 13' Uniform(plf) Floor(1.00) 180.0 45.0 1' To 13' Replaces Uniform(plf) Floor(1.00) 260.0 65.0 13' To 19' Replaces Uniform(plf) Roof(1.25) 112.5 67.5 1' To 13' Replaces Uniform(plf) Floor(1.00) 0.0 81.0 1' To 13' Replaces SUPPORTS: 1 Wood column 2 Stud wall -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L5,L1: Blocking DESIGN CONTROLS: Maximum 6282 22008 Shear (Ibs) Moment (Ft Lbs) Live Load Defl (in) Total Load Defl (in) Input Bearing Width Length 5.50" 5.50" 5.50" 5.50" - 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. PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA 0 Design 3943 22008 0.353 0.590 Vertical Reactions (Ibs) Live/Dead/Uplift/Total 3609 1 2697 / 0 / 6306 2838 / 1557 / 0 / 4395 Control 17763 50928 0.611 0.917 Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business ParallanYZ' is a registered trademark of Trus Joist. C: \ACAPstuff\ Projects \Ho \Calcs \HoKiem- 13.sms Main support beam 5 114" x 14" 2.0E Parallam® PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Control Passed (22 %) Passed (43 %) Passed (L/623) Passed (U373) 19' Detail Other 4 1 4© L5 None L1: Blocking 1 Ply 1 1/4" 1.3E TlmberStrand® 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 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 iI- i ce Ng 6 0O ND J � N WO ? oo = W H Z F . f— O Z W 092 0E- WW 1 - IL - O Z W US O Z 10 .40, AVEyerilaeuser Business TJ- Beam(TM) 6.04 Serial Number. 7002007469 User: 2 6119/2002 6:34:07 PM 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. PROJECT INFORMATION: Kiem Ho Residence 12957 10th Ave S Burien, WA Copyright 3 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. C: \ACADstuff\ Projects \Ho \Calcs \HoKiem- 13.ems r 13- G. ..ge Main support beam 5 1/4" x 14" 2.0E Parallam® PSL 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 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 AMYL NSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YY) POLICY EXPIRATION DI DATE (MM /DYY) 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 PREMISES (Ea occur ence) $1 00,000 CLAIMS MADE I X1 OCCUR MED EXP (Any one person) $5, 000 X WA Stop Gap PERSONAL&ADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L — I AGGREGATE LIMIT APPLIES PER: POLICY n JECT { ILOC PRODUCTS - COMP /OP AGG $2,000,000 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) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ — AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE S 1 OCCUR CLAIMS MADE AGGREGATE S DEDUCTIBLE RETENTION S S $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 1 WC I LIMITS FR TORY • I 0 E.L. EACH ACCIDENT 5 E.L. DISEASE • EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: Public Right of Way D03 -287 (11844 44th PI. S) and 003 -288 (11840 44th PI. S) City of Tukwila is named additional insured. ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE ( 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 Client#: 9 , .. 4 CERTIFICATE HOLDER City Of Tukwila Public Works Department 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 ACORD 25 (2001/08) 1 of 2 #S18519/M3448 CANCELLATION 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 REPRESENTATIV� A p v� TXHOO o ACORD CORPORATION 1988 '3 - D3 -a.ttf 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 IMPORTANT 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. r 114 1.7.;, 1111 ac1.: t. s - si4;:st ia :142.era ;i3S:V5:XIM. :. it October 23, 2003 Mr. Carl Wheeler P.O. Box 1267 Kent, WA 98035 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -287 Jalon Johnson Residence —11844 44 Place South Dear Carl: 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 nail or by a nessenker service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -287 Guy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 AtI September 17, 2003 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: Letter of Incomplete Application #1 Development Permit Application Number D03 -287 Johnson Residence — 118xx 44 Place 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: Building 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 File: Permit File No. D03 -287 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -287 DATE: 02 -04 -04 PROJECT NAME: JOHNSON RESIDENCE (JALON) SITE ADDRESS: 11844 44 PLACE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 after /befefe permit is issued DEPARTMENTS: L Z 41 Building 'vision ❑ Fire Prevention ❑ Planning Division Public Works Structural ❑ Permit Coordinator Q'14'IM 21 /-o� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -10 -04 Complete Y{ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJJTING: Please Route 'Lr Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03 -09 -04 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Not Applicable ❑ DATE: DEPARTMENTS: Air) 2-0-61 uilding D i vision / U 23'o`f u lic Wor s � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -287 PROJECT NAME: JOHNSON RESIDENCE SITE ADDRESS: 11844 44 PLACE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 DATE: 01 -30 -04 after /before permit is issue Structural DETERMINATION -OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -03 -04 Complete Comments: Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Fire Prevention Notation: REVIEWER'S INITIALS: 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 Planning Division ❑ Permit Coordinator Not Applicable ❑ DUE DATE: 03 -02 -04 Not Approved (attach comments) ❑ DATE: .yl.} pia' �F d 6::: .<eUi{:ot�'t.'li «(.t.;:J:`ww'is PERMIT COORD COP\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -287 PROJECT NAME: JOHNSON RESIDENCE SITE ADDRESS: 11844 44 PLACE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 DATE: 01 -21 -04 after{/ permit is issued DEPA TMENTS: Buil g ivisiok Public Works 1 Y1 / I • tZL - M - i-o'f- APPROVALS R CORRECTIONS: Documents /routing slip.doc 2-28-02 M61 h11_ 1-21- -4 Fire Prevention Structural REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division Permit Coordinator Not Applicable DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -22 -04 Complete [l Incomplete ❑ Comments: El 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 [l Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 02 -19 -04 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: ACTIVITY NUMBER: D03 -287 PROJECT NAME: JALON JOHNSON RESIDENCE SITE ADDRESS: 11844 44 PLACE SOUTH DATE: 11 -25 -03 Original Plan Submittal Response to Incomplete Letter # esponse to Correction Letter Revision #_after /before permit is issued DEPARTMENTS: Building Division PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Publi t�lYn x/ r:1 12'tol)1 5'I 1 if /Z4.3 Fire Prevention Q Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -02 -03 Complete Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing sllp.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: 12 -30 -03 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: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -287 PROJECT NAME: SITE ADDRESS: JALON JOHNSON RESIDENCE 118XX 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: i1�UL I b-q4 Building Division • PubJic Works , • [?�I114 GJ�Yli1� . la- 6( (I VI ��,,��``e� Ia T -o ac. Pik. q-,0-03 Fir PreverStion ❑ Planning Division 0 Structural ❑ Permit Coordinator X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -30 -03 Complete / Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not App comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 1Pr?3 -03 Departments issued corrections: Bldg ❑ Fire , Ping ❑ PW,� Staff Initials: Documents /routing slip,doc 2 -28.02 PERMIT COORD COPY DUE DATE: 10 -28 -03 roved (attach comments [f DATE: ACTIVITY NUMBER: D03 -287 PROJECT NAME: JOHNSON RESIDENCE SITE ADDRESS: 118XX 44 PL X Original Plan Submittal Response to Correction Letter # DATE: 09 -15 -03 Response to Incomplete Letter # Revision # after permit Is Issued DEPARTMENTS: B ing Islo Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2.28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP dP'.- de. dd 9•1(..o3 Fire Prevention Planning Division Structural ❑ Permit Coordinator Incomplete DUE DATE: 09 -16 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 9-77 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bld Fire ❑ Ping ❑ PW ❑ Staff Initials: -g - A-S TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -14-03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision • No. I Date I Received ! i Staff Initials i Staff 1 I Initials I Date • Staff Issued � Initials / / -2 /-may f kvI ,'- Z7 -o6/ • I Summary of Revision: ' S. "2.6.,,C, .s-ofe ' 77d C)- .p_e, p� AIL / 10444tig.., 7tv .6 D AL-G2) /ir Received By: ,v.. r 7 C�cov -f.. - pt!/ga .5P ' /iYC c_ ►9 12-L c..w t-{ eL L E P.. Revision No. Date Received ! i Staff Initials Date . Issued Staff Initials 02 I 7- 30 -0' I 44.10 ,2 -q-ael I S Summary of Revision: /9DD4 G- '2(7 Received By: /tliiI)f WA 97 // , -s/4/ 7 Z )Ri4, V , /%(& ' / /f2 paw, it ac- 8 O s6>' 7 7Y t)6 (S zw is loo ,Coco 7`o AIi1 GPD 7 - o ) Received By: M■\<.L-r"' A .3 C ,Se'r) - pt!/ga .5P ' /iYC Revision No. • Date Received Staff Initials Date Issued Staff Initials Staff Initials Summary of Revision: Received By: Summary of Revision: 61/4: fOOT/N6, Z6,- f /eee,g -,e__ "we_ 6,44-DEr Bewin d e a46.`"1 /So /a dict ion? A #'.7 S 'fo C6 1 J 1 il u p ccs 6/e.44-fa 6 F6 F-0-aT JAS Received By: /tliiI)f WA 67/1V ,aZ-., Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Staff - Issued ; Initials Summary of Revision: Received By: PROJECT NAME: PERMIT -NO:. X0 3'2''7 Site Address: / 4 4 ( / ' " ` P Z Origin_ _ Issue Date: .� REVISION LOG (please print) (please print) - (please print) (please print) (please print) tcv 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: Project Name: A fir o ra.5 o Project Address: Contact Person: Summary of Revision: (' -(Lt_. 1,J 141.:= E C_L-"iZ ;ladKdKti ' ''' Plan Check/Permit Number: p - 2 El Response to Incomplete Letter # El Response to Correction Letter # Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner 13 (444 4 i-1 k s Phone Number: a s 3 -S 5/ �5 00 (" r;o i /-/q 5 Z 6 f ee /3 i9 /2_ C,2AWE ' c - f1P /iceL / ICoL AI -Te D DD Ti "IG la G o• on ��c�S <a� u� pip.%) RECEIVED CITY OF TUKWILA F t U U it 2004 PERMIT CENTER Sheet Number(s): i 7 L T-r6,z- FRp "" Ad 67 1/4 & l o "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: rg Entered in Permits Plus on •/'7 775 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: 3 d — b / Response to Incomplete Letter # Response to Correction Letter # Revision # t after Permit is Issued Project Name: 3 O t\ 1VS o 3 Project Address: Contact Person: Plan Check/Permit Number: Revision requested by a City Building Inspector or Plans Examiner t oc i-N • qt,/ PL- s . 'TO %c) x` hNCE r i IS E Phone Number: 0� Q6 (Q(46- Z Summary of Revision: r A N) 0/61-tl SC / L: 7/ \( 6419--/)E: f ; 7Z ,LL. c. -' 77 In k -: , €/9-- 77= J IyC�C::i Received at the City of Tukwila Permit Center by: Entered in Permits Plus on' 01/301 RECEIVED CITY OF TUKWILA JAN 3 0 2004 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/06/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ,'r,id � t .4 ,t i'1: .V;t4= ?p'' "• f °yam Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: V (1) — 04 Plan Check/Permit Number: 1003-- a ta O Response to Incomplete Letter # O Response to Correction Letter # [2 Revision # I after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner LLI U � tt JOS u) Project Name: -JA kQJ 12651DE1,1C- o F— Project Address: El SS 44 ( 4 u Pt. U Contact Person:C.-4-VLL (.04-4€.1 Phone Number: 253 2554 -`dSC.DLD u_ z Summary of Revision: v A- r2 1 ( 120r/.S: - E.D Ott .ls� ry ii3e P A41 t5l Tl> [a-1 Ty z ~ 12- (E-1 1. t /kt2 Cpl, e D / iS.1Gv \rp Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0/ /)i fq J RECEIvED 01W OF TUKWIIA JAN 2 1 2004 PERMIT CENTFR 08/06/03 iEvivit:'y }kiAaggI/P Ls�� dre. ,�1 "` •. xF� 9 <�t'i � �h4"Yk +'`� f i +, f q Y�ilS iL;(:a"f " �'d6 t:' iM'P' L�" � 0.3444 ,'4,4':tdk * lit `'.1,4g4 z Z re 00 co 0 w= H � LL w g = • d w z = I- O z 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: 5 -c City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03-287 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: JALON JOHNSON RESIDENCE Project Address: 11844 44 PLACE SOUTH Contact Person Carl Wheeler Phone Number ,25 5 Summary of Revision: /F, V/ S f= r) 'SI /9L /�n� 1.0/ &C r/ / opt 5 fizo *- I I /19 Pz✓ i7 pfr44-2�s i f - ,lac= y iZA)\t- - 1 .- a t - t f tLANl , 0, t="/ -; mz 5 ki.1 1�w-1 / sccJ tZ L1,4 E. (XxH l �3 ; ° h) i o 12 g F- or a� r%ntT / A e 1 24r / = rh t�N � (20 1,01 Q C7 pt. i V 1Q- 6 t ' / •.eT It. u5 4 i.t2't t. i - t t%4 EA-4 tn., t• p iz ET rT At�L I i ► 2 �- is (L l L: I�G lZt:: L -` 1,4 catt- 1 =12v nt er - Ln' i A �1 ECENED CITY OF TUKWILA NOV 2520n3 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: bk0e)F [i Entered in Sierra on /k -26 10/23/03 Date: q a 7 1 Contact Person Carl Wheeler City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D03 -287 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner L.E Project Name: JOHNSON RESIDENCE Project Address: 118XX 44 PLACE • Phone Number 125 3 - } 5 CXD Summary of Revision: S t--% L--) 4 NI f) p1Z ra r - rice 4 i X ' i F r �1e a. Ftu9 i ini t ' r 4/24t4N Pe 121 or= I3u l L i7i -- rt.4.-:q Ti C tfitt� 'r`i "1 -. D C -4 Sheet Number(s): 't pL A nl A NI 0 SE-1 7 ��- "Cloud" or highlight all areas of revs ion including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on ° 9 65/0'..3 RECEIVED CITY OF TUKWILA El G 5 2003 4 PERMIT CENTER 09/17/03 z4 104. 0,.tim .t14,14:4l u.XYH4'+y u:cc.awxw i. v Res- lential Sewer Use Certifier " (To be completed for all n . sewer connections, reconnections, or change of .._a 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) Owner's Name J O 14 N SO N , � � A-> D 1-1 (Last, First, Middle Initial) Property Tax I.D. Number 3 74 C - D — 7 to N►u -wtalN s *16.- Subdivision Name ( At2OL .t'S Subdiv. # LoT f TuKtoiLW 8LM # 103 - Lot # Lo- 7 f 8 Block # 9 Building Name (II applicable) Property Street Address l 18 )cX 4 y T14 101 S City, State, Zip 0 k. w t LA- WA Owner's Mailing Address VOZ 4 5T' t Si . rig (2,t� Z 302 (If different from A� I. 12� W IA" Q O0Z above) - L Owner's Phone Number (25'3 ) 5,2O- 3(.001 Property Contact Phone Number ( Party to be Billed ot,,)tt try (if different from owner) Party's Mailing Address City or Sewer District 1t� .Kc.01 L. ►- Date of Connection Side Sewer Permit # Demolition of pre- existing building? 0 Yes io Type of building demolished? Sewer disconnect date? Signature of Owner /Representative 1057 (Rev. 8/01) • Residential Customer Equivalent (RCE) Please check appropriate box: mingle- family O Duplex (0.8 RCE per unit) 1.6 O 3 -Plex (0.8 RCE per unit) 2.4 O 4 -Plex (0.8 RCE per unit) 3.2 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. 1.0 A),,eid_z___ Print Name of Owner /Representative (f/9-2.(_, W 1-f & L L E/Z White — King County Yellow — Local Sewer Agency Pink — Sewer Customer iA:: iv + i .r'h$*" •, - %TY!, •.t• r�..4h; t..� -. is..s..,,,r}•y,ry: e4r. Account # Monthly Rate R:e Six Month Due f7}� TIIKIt SEP 2 003 P ERM, r CEN 7.1. Date `7`% 0 3 -Z87 a • SANITARY SEWER CLEAN—OUTS SHALL SE EXTENDED TO FINAL GRADE PER TUKWILA CODE STANDARDS Co � \le/ ALL DOWNSPOUTS TO BE CONNECTED TO YARD DRAINS NEW 12" conk STM PIPE CULVERT so' LONG MATCH IE. w /EXISTING t NEW CULVERT EX. 8" SEWER MAIN --> SCALE I "= 20' —O" EXIST'G L" PVC SEWER STUB 32.5 LF AROUND PERIMETER OF SUVING SOOTING 2 NEW 3/4" WATER METERS LOT 13, TUKWILA B.L.A. IO3-Q2i THAT PORTION OF LOTS & 8 BLK 4, HILLMAN'S MEADOW GARDENS, DIV. 41 KING CO. WASHINGTON PARCEL ts llo• 33440 -065 3030 HAND HOLE EXIST'G WATER MAIN exisrG — 71° GAS SERVICE \ r \ i :Woll weopt0. I C S ... •-, • : ." 7 4.,4104GES "kr:. 44, v- T,.: --:-.. 0 , ittO V;,7,..... of •ks - 1 , cl.,,y.'t,.,r *":- E‘;,, 4 ‘4" .0x t4111117106. tis.A ... se... e ,,', itkitVgA ~L )t i r LL GAL.: AL D ,coo TO BECONfvECTED i���'��� TO YARD DRAINS 112' EXIST'G FIRE a HYDRANT ` P o 4,4 \,-‘ \ N1>. <2-Ye‘ y 110' 12 "x12" YARD DRAIN CS \ f 4e7 Q J G P '; //cA Aor N P \ G� 'to cot' V PAVEMENT AREA (SHADED) EXIST'G 12" DRAIN CULVERT MATCH IE. W /EXISTING I NEW CULVERT TYPE 1 CB w/ STM PIPE AT EA END 5- 10'x' DIA. TREES TO REMAIN 010 1 • \‘ .q.Y` N& 4" DIA PERFORATED DRAIN TILE LAID IN GRAVEL IN/MIN 4" SURROUNDING THE PIPE AND FILTER MEDIA OVER HALL BE PROVIDED UTSIDE I ' 20' WIDE PRIVATE INGRESS EGRESS t UTILS ••o• E ASEMENT POWER POLE kbliSION NU_ 4011.10.40 - • � O Lot B GRADING TO BE 380 CY OF CUT AND 380 CY OF FILL. PER EXISTING PERMIT PWO2—Q23 �o -040) 6)\ � OP I \t' I10 4' DIA PERFORATED DRAIN TILE LAID IN GRAVEL si/MIN 4" SURROUNDING THE PIPE AND FILTER MEDIA OVER DRAINS SHALL BE PROVIDED AROUND THE OUTSIDE PERIMETER OF THE BUILDING FOOTING , c, c � 1 1/21 fit, k �= � (k T j4c1 FILE COPY 1 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. By 1/ idt Date ' • 7 - 0 Permit No. SEPARATE PERMIT REQUIRED FOR MECH tICAL ELECTRICAL PLUMBING GAS PIPING CITY OF TUKVVILA BUILDING CIVI S1011i AECENED CrrY CIF MOON A JAN 21 20p4 oawca„E t 0 i 0 72 C 0 D L v•si2 g:i «ma ° . ° ). r iow=- „3 355 •• S ;fop 011341 •:a o ° i$ vO W O Z W Z 2 W bO?rZ 87 x 4 0 lib a SEPARATE PERMIT REQUIRED FOR: NIMECHANICAL E ECTRICA�L g/ LUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION trkyYNG 55� #I Pu,e . Q �rw+ FILE CO understand that the Plan Check a pprovals are subject to errors and omissions and approval does not authorize the violation of an adopted code Pproval of tractors � °f ordinance, Receipt copy of approved plans acknowledged. MI * 9ed. B Date Permit No. NEW 12" CONC STM PIPE CULVERT 80' LONG MATCH IE. w /EXISTING I NEW CULVERT SCALE I'= 20•-O" °:\ CitittN:. 1-11 F. C lbw � �� � - 4� . �! l� ' •i� * T DtVi / 1 SANITARY SEWER CLEAN —OUTS SHALL BE EXTENDED TO FINAL GADE PER TUKWILA CODE STANDARDS ALL DOWNSPOUTS TO BE CONNECTED TO YARD DRAINS EX. 8" SEWER MAIN --� EXIST'G 4 PVC SEWER STUB 32.5 LF AROUND • PERIMETER OP BUILDING FOOTING 2 NEW 3/4` WATER METERS CL c� �� woo I A, vo 110' 3030 HAND HOLE EXIST'G WATER MAIN EXIST'G GAS storms RVIC LEGAL: LOT B, TUKW(LA B.L.A. X103 -029 THAT PORTION OF LOTS 1 t 8 BLK 4, HILLMAN'S MEADOW GARDENS, DIV. uI KING CO. WASHINGTON PARCEL #: 334740 -065 d ti C o \ CM y ALL DOWNSPOUTS TO BE CONNECTED TO YARD DRAINS 112' Azko \## 4 2 4, 4q- . 0 q p no' POWER POLE EXIST'G EXIST'G FIRE HYDRANT \ o") ‘c C�i J 40 r 4.7ce 12"x12" YARD DRAIN 0 �' MATCH IE. w /EXISTING t NEW CULVERT TYPE I CB w/ 5Th PIPE AT EA END , ore Nr % r e r C O V PAVEtIENT AREA (SHADED) i 20' WIDE PRIVATE EGRESS t UTILS EASEMENT 12" DRAIN CULVERT 5- 10'x5' DIA. TREES TO REMAIN de 4" DIA PERFORATED DRAIN TILE LAID IN GRAVEL at/MIN 4" SURROUNDING THE PIPE AND FILTER MEDIA OVER HALL BE PROVIDED UTSIDE L B 010 .•*:\ 40 (c.. co Q, G P R -- - 1 to, INGRESS GRADING TO BE 380 CY OF CUT AND 380 CY OF FILL. PER EXISTING PERMIT PWO3-O23 O O. INvo 110' 4' DIA PERFORATED DRAIN TILE LAID IN GRAVEL s /MIN 4" SURROUNDING THE PIPE AND PILTER MEDIA OVER DRAINS SHALL BE PROVIDED AROUND THE OUTSIDE PERIMETER OP THE BUILDING FOOTING These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, revisions one, or revrs �ons to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By 1i/Io/o3 RECEN ED CITY OF T1 WWII CORRECTION NOV 2 5 [403 'PERMIT CENTEF lA 03 -28T C 0 hi N � ZN o ,� 2 x3 f CP) o H I:LYN 1 4441 < iirgi , Z X 0 U C 3 0 v • �w► 0 ro t 40 _ FILE COPY t � � rl ��� s w of ss' :�� than the p la n :..� ,� apprav . i understand nc r ss»�..s a ,.ors � ., - of a s � ; �j�c� io ET � .�� �� ;� Ljc t r� does n;�t ��,��70. Receipt o f � • P� code or ordinance. adopted axed plans tractor's COY ot �`� oate Pout No- ill • • .0 • 1 • Y - 10 tLtig 4 )6e.g4.1.1'fl 4IL v• (L.\ s 601: r 150 661. Fr' o f c4c.e. ■vL sPc.c.g. lz vskrardi) ulectl 1 I ton 1 1 1 1 it 1 Z• amwpSoN 3f+'Te,ZO� w /suwr20•4t 1405.4 t'.4' Iv • r'ailt\JPArtioKl_ 4",c*j. 41..36 7°x4° � 3 64.Z. Cr4j. 4" L01JG 5L4B FLIL 1-4 S gi L 1 ijolustmil Co4C. 1 � I0 t.PS kilo • ••■ '.. :„,= v 5 e F. - r,c - a 1 1 ireaum • t_ - `-. C ti IS' -°I' ti rz. .• .~ Ma T IC 1 7, LA SUIL F es, �,r• ♦sA F : : •NC' '-7 �i �•i. •�yji7f�'��G &coo le I LL le-af TO wa DMZ , I, PLAN arv:TTAL 2. 5m(-,0•4 SSTK2o`S yi5l A pso•+ NISI► • i 1 1 1 1 • po RCN r .-. - '•■ ••r � REVERSE P1.-44 • • (rI 1 1 1 i O CtT v TU i AP ()Vt. t 1 41:::; T ;.� : • ; f +►.. ' s (P/AIL • V I hGt Ll is F'c IJ M I Iii GV E K. � Lap G .1T'4S 4 . E up FouNPa-rtotJ way. - to G L�.s yrP.AP UNE SE.GLImL oiJIJ6'r.+G.T pob Tv �B,6444, . /L (\v' E G Au 64, E •2. si/AJLe.R. • /Ms.] Co1.IGLETe. DKSl4t4,1: u.e.Kizoo= p6I AIx. • AId• Zi 4 f���AIZs � "fbP 4 PSo�t'o" OF rceLiklasb • 1�. LL fOOTII Ati114 !Z" w/e" WALL , I W/�" �vAU.. BLow [,R.o►DE � 2ThJ4 or.! FI2JA U P$ULP E141.'Ti-I • 0II1.1. G (tETE GpvER Fog. R.Q11Ag., t • 3 " 4 r MMkJ':r PARrn-1 de fO' E.P Tb wiEA 3/4" kiaT taxposact -ro waaTl -Ieftr sAR.TrI # = AWE HoLOOwki eOU Le or•J 45 HT. IS VO4.4•404 1 %ICA- "5C LiL 0.4 s 45.1 (o L% Vw.. ON Dpi -287 uhIIIIIIIIIIIII=11 M11111111111111111111111111 • • II • 1/214-ti ►x tiv IAsiiJ UVII4d Ih • 1585 40 Ff 4AiJ4 ilegnAk tfoo So•FT• 14 0" tee (24:T10 1 --V at" 5 -r 3= ©" 5'40" Szt• 0" 4 f • 'I IMI•1111 J • I X I 4 P gri AN P • • , (* Fl CAT I C SO Yr • I lig" P LEANT.% 5/6" - mpapvi) OW VAIL" SE.S.C.ILIA vikk.A.6 uuttrat. rho Ricca. gp 6LAO VrRJ►P ALL peers t b44•'S Ll N. Mlle d.ITLlt - fey z " x {IYO� LVL"•(+►W of IPYPt�rfERnL Res�Rn�NT� EE DR'rA Ili oN SFIT M / 5 X 13. NDw p 49 i a 3' -0 5.0V 1 41. 4 �S• S • far - tes•le L IA • e., r �rYlL S° ' Z 3•2 Z° ow REVERSE PLAN CITY OF TLiGiali APYRUVti) JAN 27 28 NWEU • • )," RECORD nr TIMMY • JAN 2 1 2001 RUM CENTER • • • 10 O" O" 4 .44t- Zgl! FLoog. L NflJ(q$A • B?D6Q FT 13• 162 © 11 V-4" 4 � 4 & to`..b /A hT� F5 v,Peoeth\ 17� X As* cecpeT Co x e tnF+K) .- sw it.1 • . 1 •� �,► StA \\AAA- f tiu l..E 4011 i •AT - see t• oLD ow 4 getwc . ul 4.e, O N ' IR 4 5 - �. wMae Iskowse VITfii 1UT4AT2 WJC.ETPL Faso AiR Notes L w+OtE HOUSE PAM/ bATh VWfl LATO (/.5 501+L) cabfTou4p 0'Y SW1TLFi IN e*1m, y OE116NIG15TAT OR 6Y ChTZM, flH ViA 24MJLT RAY C Qi. rFEI4 *UMW MeArligg. 14, CoNTRq.L.GD b7 GeMRI.l.SwiTLN OILGEMUMIDI6TAT. FURNK6 514 ,17I6TRO1JTY6 r i A1 Co4Tg 0 b"f 24iX R86w7 f oSR] oR S'i' r4Ti►T vIA?MV0C SLUM CI4c). 2. uwEg.c,uT fSQUM AND tw7K Cb09-6 TO ALLOW F,eM NP Cire4ULAT004 T47-OUG11 HY6. DO3 •2 N PLAN N 1:3 0 3 Or' 0 t0 a` sus JAN 2001 mew cane, w FLoo P ,J E. 4R.EA W IAIPow _- A. KM .. it' •u.l►J FLT 13o5 J 19,1 ',Yv Zip FOR. 2. 5 pi 755 il 9.6 ;( . TOT . 3 zz ji 7.0 - ' ii5e0 % elk a • • '04 Ph. � Zu o /l. P -- 1 • 424402. F /c. • • • ALL MOOD EXPOSED TO WEATHER, OCR AS WOOD USED FOR DECK FRAMING: INCLUDING DECKING, RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE - . TREATED OR CEDAR PER SEC. 2516 Cc) 11 D.B.C. a ALL OPENING; IN THE EXTERIOR WALLS SHALL BE CAULKED, SEALED OR WEATHERSTRI PPED AS APROPRI ATE TO LIMIT AIR LEAKAGE. vi 114 Gown - rb be u.a x too w/n.Lec. N EiAntis G.ue►lfa WoLep r+ /4J► 1416411►T IovP' Weary 4LAVa psg. mac. Via. Usb46. ...1111.,......r........ -. • ■r MIN INN MIN MEI ..111 IMO • • (o" Moe i 2. NAiZG / pi..#64/4 C. 1144 "i" NO* Fc»J E LEVAYI J •► PROVIDE ADEQUATE VENTILATION TO ATTIC * /tREA 1/150 OF THE SQ. FOOTAGE OF ATTIC AREA IN SAVE$ AND j..3. ABOVE • EAVES IN�GABLE THRU ROOF VENTS OR ETC. . 411M. AK. Fly. • CHIMNEY TO BE MIN. 24" ABOVE ANY POINT OF STRUCTURE WITHIN 10' -0 ". • UL UhReEL APPR.ovlrag. wFeif'D A1ETA1.. 1146ULa Fwk u►P F.A.K. 4%,A4j.:1 Eva. • Mtn • • !P" /4oizi. NAW PLAKIJ4 . w/ coK.►.1E.R. ea'soba,..oS i • JAN 2 7 2164 A: it`J tU REVERSE PLAN • • L.1 v. /puJ. • IA/4.)w F/L • • • • N P1t Fk RECEIVED JAN 2 1 2004 Rli P I. Fk • 0 S 0 -r • • • CONOW411061 .. MINGO • 1 . klu to sill a , toenail • 34d 2. W e n t to sub cad • • • ~ ' • , y 3. l• x 6r sublime ocku to sub joist, fantail 244 4. Widst din 1" x 6• sublimer to each jest, facet nail 344 5. rsublloor to joist agirdc blind and face nail ' . • 2416d & Soak plats to jobs or taco nail • 16d at 16'o c. 7.7bp • to stud, end nail . ' 2.164 S. pfd totals pips • 44. toiGnail or • 2464 and sill ' 9. Double studs, fans nail . • 16d at 24•o. c. 10..Doubkd top per; facet nail ' • 16d at' 16'0.c. 11. Zbp platen, laps and inteisections, taco nail • • 2-16d 12. Condom& bodes two ;inns ' 16d at 16'o.c. •' '' _ . along each edge 13. jaisa to Plata. toenail 3484 14. Continuous hoarder to stud, toenail • • 44d • 13. Ceding joi . laps oat face nail 3.16d 16. Cellist joists to parallel afters, fate nail • 3464 17. Rafter a plate, toenail 34d 111 1' beam to each stud and plaa,•fac. ail • 24d i971' a I slashing cc lass to each bearing. face nail 24d 20. WNW than i" x •i' sheathing to each bearing. face nail 3.84 •21. Bualtaup coma studs . . 16d at?4•oc. 22. 14iltlf girder and Wm". • • 20d at 32' o.e. at top • and bottom and staggend • 2• a ends and at 23. r planks .. • 246d at each bearin 24. P and particleboard :3 ' • . ' • Subfloor, root and meant/4N an (to • '• ' • -wand less . 60 ,, . _ • - • 1413•or6d; 2 ►„ 1 • . • • • ' Sd= • 144'•IIM' • : . 100 ai4s Comb A*tio'nSnbi • � stt (totramigg� • • 1I►.�' and less . • • • • 644 . 7'•1- - -- • • • . 1 "•rUs' . • • •. 1043or8ds ' orkss - 66s- 2$ .Paad Siding Do koala& • • • • • I • ' sdi 26. •7 • . • tie - Ho: 11 ta.s- - 6ds • . No. 16 ga.! • No. I l Tall . • • Net 16 La, Oft INN coq or boat nails may bo and ca ceps wheat w isp stated. aCciamoo ar ddarmed game. • 4 Dcfatmtd shank.. .. M. - ..MF.• - - .- w000. .0a.•..••.- - •.•.•M .. • .. f» 0•••• •• •■•• ••••n..r.•f.•••■ ••• •••••• ••• .. a. TABLE Naz54u- WAILING SCHEDULE ..111•10.• •• . .00•••• - • • • NO • • • • • • • •rr► • -• 041.0• ••• ••• •i•EIN • • • - - •. • • ••• ••• • ••••• .+ ••••••• `. • •r.. i..•. • - - 4/04.1 •.•• w • •. • • • • •NM 010 • 4 D 1.rw ••. f .._ ..•••..,.. • i ••••.�•.• r••• • .• - • - • .E..NNIN...../0 - • . ••+ • Mails edat6inciteson r at edges, 12inchesat (10 inches at �s floors), 6inches where ate41inches mom. For n� oi m , 00d and mind *bear walls, sera to . Section 2513 (0. Nat fat wall and be Gomm& box armiss. Caratiosi,istutt sidu%atcasigg gait agonise to►t s ropi of Swigs 2316 spaced oc auaior said 6iaanon caner atiarermal as • .- • supports. roofing sails lead and 1 V-iadr lend fat - inch sheathini and 1c ik1a so, ILC =win 'mos of S e c ti o n 2316 (i)1 - • • - . • . _ • ICarosiowicsistant staples witis nominal ltwiack awns aad Weinclr length for is b skating and Waal Jag* to tothe 'ep oaatio( • Saction2116(0). •• - . . ... • 2 . . 054 . _ • - . _ - rur� 4444., �..» .. • . • _ • •fi r. M••M �•�• M • •••• • • • • • .• • .... •• ••�•..• ww • • • • - + - tea••!. --.�. • _ .�•' ! . - y -C . . - ...r .�i•f •r • �. a•..... , wf•..� a.. � •a.rw. • a� w.•�..w •4444 » tea.... - _ r - •mow �.� _. •.. . • • �• • "4"F":!€-"::: . .•r.r•••f: • • w • O•. -i.111 ..- •_ ...■..... - . _ • _ .... - OLAILialii41 AVOW& VFW! - 4.15477* cr.ff _ ""`aaa2* _ •w•rr -� . � � - arm - _ . 4444 ... •..._ --- � .. ... .� .. ... w..+ 1.•._ . . r• 111.01100 . a w IP • • LkuNliJA41 FLco .1o16T 4LL bQsFJ F RP& 'rA4GYE �i Pi�� o � 2 o%c LL 4Lu�v • .101hT 14/0,14e.e,4 SHALL BI"c. U".9 III GchJN IzGT1oN lb LlJhfl.P . 6ldo0t•1 U&io or.. E4�Ita�, 1/9-1/6.41 (+� u of cALC J z x (p • Nib .0 c.K zge ac REVERSE PLAN -- 2 R o LA 0 Li tug ttat►F'ria..e..y GEII; 4 Jo E Z4 OA. (Hf �►z� Z kGo PAF ?Ez.b � cok. (4f#z') upt c;er W 1)00 It` � r • 1_ I I I IMO I_ ___ I MINI. I IIIIIIIMN 3f2'a 11'/ LSL • RIBUNED CRY OF TI Rafe A err CENTER 2X4 K IF JACK. 'TmR. 2q" WC. Tibmsies: stress analysis and' WL x gm" LS�, o f �►t.G �� o8 ` to details shall bet itmpql by ap owed s'tste of washingtas registered sg3tsoes (drawings/details shall be as job site for ifaadis laspctiCn). • . ' . . true s shall be . • 3des►t3U3ed btj stay. eld asseabled bus eerd • 'en s ne F� r stress analysis and detailseshall be subsitted to Building Division for - approval. ; ;N q ITd.T truss: engineered . stress N ;- an and details shall be • - ,;ubaitted to Suildin& Division :. for. approval. • Use approved /applicable truss support hangers. - • - '32OQ. U.S.C. . I ul 1 1.1. 0 11 .• i1r* * ata and Xll • : -- i • t:;azccvel by any • d •� or alterations. . - • `. r + JAN 2 1 2OU4f � ' All roof - tr sses Ali be so ▪ • gapciortine :t5a! Into the alas foci as to . R jO - plizt Rag "tnasses:shall. hose •I . • ' stall ^ 4 ill ` '3o _ rd 3s t Vase, _ _ ard • ••/ r • r - • • • • S • HUM .assn o t• 1 2 •1 " 72 Xfi„ x o S Pliff x • } fI1III1I1lIIII I • • • • • "Lee 7.1 S • K s , ; 4 001 ;•M. .•..,• M• • % S • •.• N• • • • . ti- * ••• . l• •. Ski l� . • • • • • • • • • • • • • . r INSULATING GLASS MYi1M0lie Mkt • • • • • WEEP MOLES 4l aw slat ONLIN • • INST . SCREWS • • SHIMS Is, OTUIESSI rumen ur maw • 6 K.'y L • r • . CAULII EIITIA�c • oYisUI, CUSS OUNINSION " 14 :7 ALUMINUM WINDOW. FRAME (TYP) BAY WINDOW DETAIL 3' • • • PESIMETIS .. • • • • • WINOS mom . • • /ASTIR B et, eocso. IMP NNW B I.ob • Afiy'OUq Te.u55 t, Z4 " oJt. _ REVERSE PLAN Afig 41Q I e. zt" CM' T3Xilk N't)K0= • • • I •■ AZ: ` RECEIVED CITY OFTt!KWH JAN 2 1 2004 pEAIT CENTER 1 - . + I . • #%tc.v.*IL ,• • 1 •••-•••• . . , uia prim! . poi 1 LAN FM 1 1111.... --, �- ----�► 111 • • • -I • -• . «••• • 0•11•-• • 01•1101•0000•111.11•1011101100 • • •.r.......- ..•.r.• • . • • - • • • G op au -ra FibamLy . k:rra 'Id ' JE - r r7 7rM L4 1 --r E rp der. - rto 1 - --- �M- �._.•••• •• • .• • • • •. . 0. • •. w .••�� -1111 _ 11 11... •11.. • • • • - .- ••••• ■••••■ • • • •. b 1.111111M1 6111111166 • Q • t %l4: ■ Fau - r • • Ix M. .611t 11.i $ •iC..6 02 Ogg. gyki • 14- 7 /L" �i 'bEi�.S► • 11 • ID a 'Yi?..��a►1? 3v NI. ♦v�► • 0.00 . . • .M •■•• ..11••• • • • • . • • • • • • • • • • • 0.410.. -- •••••..,. _A r1 7 #14' 2X+ bi•Cle444 N N M is S ib TYPE. x e u UM1414r ON Et vAo aAA/2LLALJ O , f " T STc.►2 sic. - noi.t ��q.'= i' -o' . • • • T • • • • e ?o WOO IgNi. • ve pac SAARI Z x•l 2 'R��'ec�y coon -e. w _ 1111. • » , 1111 _ 1111.. w �.•, • ACM b. . ..:p'111.6.:.2ict.'l tit ..• •• • • i •• • • ••••0•• • • • C. 001•111101 MOW •s Usable space. ' • under stairs shall bays walls and soffits Cara the inclosed side) prop tected as r . equired for ale-Ivarr Me-resistive ccnstructic. Scc.ticn 3306 Ca), V.B.C. • % •Fixeb i stairs: - bitumen stair stringeriii tcp aid bath and alam •run betwein itadrs, 2516 C) • V.B.C•• - • • • • Stsiitiays =' S Muc3= rise 6'. minion tva 9% lmdrmu minima 6' 6•, aia3aw width 36•. Handrails to hive ends returned and placed minima 30! swt3art. 34' abort .tread maim. !bless designated for the disabled the 1wackjrip pQrticn of handran Tall be not • less than li• nor mare than, • in Qo.s- - sacticnal disnenataA at Abe shape shall pro- vide an equivalent gripping surface. 'be Asabgrip portion of hsgdratls shall bays a swath surface with no sharp corners. Bond rails.pcojectfuss g �a a ball shall have a • space of not less then li 'between the wail and the handrail. Section 3306, Q.S.C. ' 11.11.,.. • . F .. • • - • • _ • !ft a `ts - ir• roalcAt irI �. 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O z U u) z w cn v) U 1- a Z4 J W O w z- w 4 4 4 0 0. U I U> 0 - r a 0 O u. 1 4 < 1 U 11.] • ci - n Ill r E- . tv m - u i r m a- i '. tj a I a D i X • • • • • i s tersl : a C Roof Diaphragm Schedule I Ppx. I /II Species]' 19/32" Sheathing w/ lOd Common ) Nailing Diaphragm Casa (in o.c.) Noteil SndsY Edge Dia •. 2 3 4 5 • • • • w • • • • Lei ifiz Unblocked OTHER Unblocked CASE 1 Blocked Blocked Blocked Blocked .Blocked [ Floor Diaphragm Schedule Plommia==Mr. I /II Species] 23/32" Sheathing w/ lOd Common Dia Diaphragm Case Unblocked OTHER Unblocked CASE ' 1 I Blocked' 2 Blocked 3 Blocked 4 Blocked 5 .Blocked 6 Blocked 7 Blocked 8 Blocked Nailing tin o.c.) Bndry Edge 6 4 2.5 2 4 4 2.5 2.5 • Allowable Shear (Kit) Notes 6 0.21 1 6 0.28 1 6 0.32 1 6 0.42 1 4 0.64 1,3 3 0.73 1,3 6 0.93 1,5,6 4 1.30 1 3 1.51 1 1 5,6,7 3 1.81 2,5,6,7 Diaphragm Notes GENERAL NOTES a) Staples shall be installed with crown parallel to framing prember. b) Fastners shall be driven flush with surface of sheathing. c) Space nails • 12 in oc along intermediate framing ineoabere. d) Provide boundary nailing e 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 =BO BR 1952 can also be found in Table 9.10.1.3a of the 1991 =MP Provisions and Tabie 2306.4.6.1 of the 1993 National Building Code (by BOLA). SPECIAL NOTES (apply to diaphragms opeciticaliy noted) i) ApA Rated Sheathing. STUjtD- I- FLOOR 8YP1 /87tP2/BXT or C -C /C -D Plywood. 2) Struct I APA Rated Sheathing 8Xp1/8YT or Struct I Plywood. 3) Provide 3x• (76mM) at adjoining panel edges w /nafls staggered. 4) All members to be 4x minimum w/2 lines of taotaers•(IC90 8R 1952). 5) All members to be 4x minimum w/3 lines of laataers (=CEO ER 1952) . 6) special inspection is required in accordance with iCBO BA 1952. 7) Provide boundary nailing all panel edges Cases 3,4,5 4.6. 8) All members to be 3x (76mat) minimum. 4 �.o Z Ste 6 4 2.5 2 r • • 6 6 6 6 4 3 3 • . . • • • • • • • • • • . . . r . • Allowable 'Shear (Kit) • • a • 0.21 0.28 0.32 0.42 0.64 0.73 0.82 _ _ 1 1 1 1 1,3 1,3 2,3,8 • • a • bOb • • 0 • • • 0 12-24-26110 w ui 0 toler wog. &eg Iv im I im m is m i logrze ion op-ibine•ag §ais ow I SW it 1 2 3 �4 5 6 7 8 9 Shear Wall Sheathing [Thick (aide)] 1/2" 1/2" 7/16! 7/16" 7/16" 7/16" 7/16" 7/16M 7/16" GB (1) GB (2 OSB(1) OSB(1) OSB(1) OSB(1) OSB(2) OSB(2) 088(2) T for Toe Nailing; Edge 1 Anchor Nailing Bolta lie oc) pia oc) 6d • 7 64 7 lOd • 6 ioa1a lOd i 3 lOd • 2 lOdid lOd 3 lOd•2 Bottom ' Rim/131k to Plate Top plate (in oc) (in oc) 5/8" i 72 16d 112 16d • eT 5/8" • 64 16d i 6 A35132 w /12-8d 5/8 t 48 16d • 5 A35024 w /12 -8d 5/ 8" • 32' 16d i 3 A35016 wJ12 -84 5/8' 1 12 16d • 2 A35412 w /12 -8d 5/8" • 8 164 • 2 A350 9 r /12 -8d 5/8" • 24 2-164 • 3 2- A35115 w12 -8d 5/8 . • 18 2 -164 1 2 2- ]135412 w12 -84 5 /8 I 12 2-16d t 1 2-A350 9 w12 -8d GB for Gypsum Board; OSB for Oriented Allow Shear Oaf) 0.10 0.17 0.23 . 0.34 0.45 0.60 0.70 0.90 1.20 trend H ...- Shear Wall Notes GENERAL NOTES (applies to all shear walls) 1) Block all panel edges with minimum 2x (5luin) blocking. 2 f Framing to be a maximum of 24 in C 6 10i) 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) Waffle >0.60 klt 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 Z, 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 i and 2). e) Provide 3x'a (76ian) at adjoining panel edges a /nails staggered. f) APA Rated Sheathing BXp1/g7Cp2/gXT or C- C /C- D /StruCt II Plywood. 9) Provide minimum 3x (76mm) blocking or joists beneath bottom, plate with bottom plate nails staggered. f Shear Wall Schedule 3qIiravinia=====amaniGr*III Species i 7/16. Sheathing Nt/ lOd Box) � [ Holdown Schedule ] Gr III Species [ Simpson Strong -Tie Holdown C Simpson 2001 Catalog HD 1 2 3 4 5 6 7 s TYPe STHDB STHD10 STHD14 PHD6 PHDS HD10A HD14A HD15 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) in # (5) 1• Anchor Bolt Cap Detail Kips N tuber 2.21 • 2.88 4.30 5.86 6.73 9.54 11.08 15.30 Holdown Schedule I [ Gr III Species ] [ Simpson Stroing -Tie Holdown Simpson 2001 Catalog 1 2 3 4 .5 6 7 8 9 Other Levels TYPe CS18(36 ") (2) CS20 (369 (2) esia (36") (2) GS16 (48 ") MST72 2)MST48 2) MST60 2)MST72 X15 Stud 1 YPe 2x (2) 2x (2) 2x (2)2x 3x (2)3x (2)3x (2) 3x 6x Fastener to Stud (18)104 (18) 84 ea (18)104 ea (ke) ed ea (56)164 ea (4Z)16d ea (46)164 ea (56)164 ea (5) 1•f Tie Cap Detail Rod Kips Number 1.27 2.01 2.54 3.30 5.80 7.63 8.92 11.60 5 /e', 15.30 OD i i C Solddown Notes ] Qom. ii0mS 1) Minimum concrete Compsgive strength to be 2.5 kid (17.Z !!pa) 2) Refer CO manufacturers catalogs for minions distance to foundation corner; miaissts backing amber size; & anchor bolt embedment depth. 3) The anchor type boldtiouns at other levels shall have a pair, one above and one below, - tied by a threaded rod. 4) 2� and 43‘, posts at boldoias shall be of 12 grade or better, and iaL,.. posts of *1 grads or better. 5) The stud fastener for MID• • affil be lid sinkers iI Use s'1liDet6T for S'17a, =MOW for Ito, and sZIDIsarAT for Seta sobers spa joists ass installed. 7) iaais■u■s sten wil to be i• vide for 1 -sCpzy buildings, •• wide for having 2 or moss stories er .� m wk.��.. „W w- �lr. ��.. •••■■•••+ - 4 • CI � Div 2 7 r r t RECOVED CITY OF Ti KI N A JAN 2 1 2004 PEST DER Vii .-M`.ry.Yi 2tWt yet) Notes c,4 b,G, f f a, e, f a,e,f a• b, a -g a,b, a -g a•b• e_g rd 1 • WALL TO • .••• • • M• •. ••.••• •• r • . -.. • • ••.. WO •.. ••i. • .•. •• •..•f ►••111 S. ••. • .•••. ...•.. • yM • 411041, i •• - .... ..•.• go • •.• M•••• • ,..r•R ♦ gi••r •• ••.••.• • WALL CONNECTION METAL OTR P PER •TRU TI RAL SOILb P • • • •• • •. • • • •• COMPOGITION SWINGLES 0/ w PELT a/ tor cox PLIIV000 OR CEDAR a Mr MELT 0/ lit NOTING OR MOM • =4 Oa (2) .d • r C VENTED 2t• IBLOCIONS S.' led • fir• O TOENAILSIG IMMPOON I'll SEISMIC CLIP AT EACH TIES OR E IAL PLYWOOD SWEATING PER PLANS OR MR IMAM WALL SCWED LE / fit- GUS AMT. • VP 0.G, 3t• STUVO. 11110 O. SCALE: P • 1•••• SHEAR WALL PERP. t0 TRUSSES • • 1 SHEAR WALL PIARL. TO TRUSSES • . • • • • • •• • r • . ••••••• ••••■• w iw�w• .•• •40• . .r•w•' •••• .. , • 2*. TOP PLATE DEADER PER PLANS (2) 2*. STUDS ALFA RATED SWEATWING (ONE SIDE) ilbs 2410 EXPOSURE I NAIL SWEATING TO ALL HEADERS a/ Ad• • 3" OZ EACI1 WAY NAIL SWEATING TO ALL IPL.ATES V1/ ad • 3° OZ. NAIL SWEATING TO ALL STUDS w/ Ad • 3" O NAIL SWEATING TO ALL. DLOCKING s/ 8d a 3" O.G. C) TON';:b..}\ • lb" DIAMETER ANCHOR DOLT s/ 1" EMBEDMENT (2) SIMPGON 1 A'S OR EQUAL TO CAPACITY GP MOD Mme. RAISE CONCRETE STEM WALL TO MAINTAIN es-4r" MAX WALL IEICaHT (2) 6IMPOWN 88T132 'S OR EMBEDMENT EQUAL DEPTH MAY VARY 4 14 LATERAL TIES a a" O,C. WHERE STEM WALL EXCEEDS 12 ABOVE SLAB (2) 44 VERTICAL BARD CONTINUOUS CONRETE FOUNDATION rr/ (2) 44 B ARI, *IL• • ••• •• ••••KOH•r• .•• ....•►•• • •i• •lv• • . . • .. rip • .. ••• •.r• .r• •r r • • ••• .. •. • • •. •••••••100 • • • • ••• r.. • xxe. r • r-v � l., I dTFIPGI PPPATIPAIKIT • RECEIVED cm OF Ti J(WM A JAN 2 1 2004 6.7111.7..d 1P J MIN T8 PARALLEL 2*• STUD WALL 3t- BbEAR WILL '1 I • • FRAMING AND FOUNDATION DIMENSION PLYWOOD SHEATHING PER ST RJ TYPE STRAP HOLD DOLIN SEE S SEE SWEAR WALL MR R!1 TO PLATE CONNECTION �► SEE SWEAR WALL SCHEDULE FOR SIZE a SPACING OF AD JLiII SHEAR WALL PAL TO JOISTS s s z *CALEB P • 1' • • •