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HomeMy WebLinkAboutPermit D05-232 - TRITEC HOMES - LOT CTRITEC HOMES - LOT C 16616 53 AV S D05-232 Tenant: Name: Address: Owner: TRITEC HOMES - LOT C 16616 53 AV S, TUKWILA WA Name: TRITEC HOMES INC Phone: Address: PO BOX 951, SUMNER WA Contact Person: Name: BRENT ROLLINS Phone: 253 - 863 -7708 Address: PO BOX 951, SUMNER WA Contractor: Name: TRITEC HOMES INC Phone: 253- 863 -7708 Address: PO BOX 951, SUMNER WA Contractor License No: TRITEHI983D2 Expiration Date: 03/22/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,470 SQ FT SINGLE FAMILY RESIDENCE AND A 549 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $227,147.62 Type of Fire Protection: NONE Type of Construction: VB Fees Collected: $4,053.50 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: City o. 7rukwila Steve?t M. Mullet, Mayor �vJIIA; w Curb Cut / Access / Sidewalk / CSS: o y Department of Community Development Steve Lancaster, Director Q I 0 . j 6300 Southcenter Boulevard, Suite #100 W� 1= Tukwila, Washington 98188 Land Altering: Y Volumes: Cut Phone: 206- 431 -3670 N 1908 Moving Oversize Load: Fax: 206 - 431 -3665 Start Time: Sanitary Side Sewer: N Web site: ci.tukwila.wa.its Sewer Main Extension: N Private: DEVELOPMENT PERMIT Y Parcel No.: 8858800051 Permit Number D0S-232 Address: 16616 53 AV S TUKW Issue Date: 08/17/2005 Suite No: Permit Expires On: 02/13/2006 Tenant: Name: Address: Owner: TRITEC HOMES - LOT C 16616 53 AV S, TUKWILA WA Name: TRITEC HOMES INC Phone: Address: PO BOX 951, SUMNER WA Contact Person: Name: BRENT ROLLINS Phone: 253 - 863 -7708 Address: PO BOX 951, SUMNER WA Contractor: Name: TRITEC HOMES INC Phone: 253- 863 -7708 Address: PO BOX 951, SUMNER WA Contractor License No: TRITEHI983D2 Expiration Date: 03/22/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,470 SQ FT SINGLE FAMILY RESIDENCE AND A 549 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $227,147.62 Type of Fire Protection: NONE Type of Construction: VB Fees Collected: $4,053.50 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N 70 c.y. Size (Inches): 0 End Time: Fill 70 c.y. End Time: Public: Non - Profit: N Z �.. Z Iw QQ JU UO U) 0 CO LLJ J � CO) L W O LL ¢ co = �w Z = t` H O Z F- LU5 �p O � D F- Iw w U _ 11-- ui z PM , O Z doc: IBC - Permit 005 -232 Printed: 08 -17 -2005 .ity o:lukwila lepartment of Community Development 300 Southcenter Boulevard, Suite #100 ukwila, Washington 98188 hone: 206 - 431 -3670 ax: 206 - 431 -3665 leb site: ciaulnvila.wa.us N Private: N * *continued on next page ** { Steven M. Mullet, Mayor Steve Lancaster, Director Public: D05 -232 Printed: 08 -17 -2005 Z Z W , Q om: JU 0 0, CO) 0 W =` N LL W J ` LL Q U D. =0 �W Z F... Z iH W 25. U O N; W W, U ~ O ; _ Z W N U Z City 0i ' Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -232 08/17/2005 02/13/2006 Permit Center Authorized Signature: Date: g 7 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 perfor ce of work. I am authorized to sign and obtain this development permit. Signature: Date: /7 d s Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 0 Z �W UO Co o U) UJI J � N LL W O LL ¢ �D = �w Z H. i -O. Z i-- LLJ U� :0— W LU F- t6 8 O .. Z w co O H Z doc: IBC- Permit D05 -232 Printed: 08 -17 -2005 �g City of Tukwila r9os Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8858800051 Permit Number: DOS -232 Address: 16616 53 "S TUKW Status: ISSUED Suite No: Applied Date: 07/07/2005 Tenant: TRITEC HOMES - LOT C Issue Date: 08/17/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. doc: Conditions D05 -232 Printed: 08 -17 -2005 Z w u� = 00 (00 C0 W J H N LL w U. CJ) a F- _ Z F ... 1— O Z w U� O - off wW � �. LL O .Z W co O Z ..� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum Z distance of 4- inches shall be maintained above the controls with the strapping. ? z 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of �w Public Health - Seattle and King County (206/296- 4932). v 0 N 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department w = of Labor and Industries (206/248- 6630). -J F- N LL. W O 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 5 any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila LL- shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the CO CY Building Official from requiring the correction of errors in the construction documents and other data. w z� 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** F- 0 Z UJI W 20: 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. v N O -- 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be oH w w underground. H v 22: Any material spilled onto any street shall be cleaned up immediately, w z co 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. Z 24: The Land Altering Permit Fee is based upon an estimated 70 cubic yards of cut and 70 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to 1=lnal construction approval. * *continued on next page ** doe: Conditions D05 -232 Printed: 08 -17 -2005 ... :. ?,. .:.�.+.`..:..�. rsl:cr.• �us::fL::G:a+�n ✓,ia,<�r.�. _:.7.: a.a >tlt�' ''�trw �:r�? sS:. �� :;•��'c'a "'su:'.:..r, •..a :�_...;s�.':.•,.a, s`? m��'.• xc...,+.. ...'r.;�;t,eSX:ii'irvi�,i��a':3. I g City f T ukwila o Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. C( ns Date: a h7 D S Z 2 UO � 0 C0 LL wO J ti Q CO.D = Cy FW Z ' ZO LU w D o' 0 a �o f-- =U U- F' iii Z N O Z f doc: Conditions D05 -232 Printed: 08 -17 -2005 8 ����`� - CITY OF TUKWILA ~` Community Development D,,.drtment : Public Works Department X ,� Permit Center 1906 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Btiilding Permit. Mechanical Permit. No. Public'Works Pernit No. I 'Project No.. use Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION �i King Co Assessor's Tax No.: Site Address: l Ic & 1 .b S 3 47d Ave 5, Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: mr, , tee Homes, 1NL• Mailing Address: PO 80 SU in r1 e-r W A g8390 City State Zip CONT ACT :PERSON . Name: 13 Cep% t RO WI x'15 - Day Telephone: a5 3 - 8 6 3 - 77 0 Mailing Address: P O 6 0A q 5 1 S u " vA e r W /4 583 City State Zip E -Mail Address: bcokk i h 6 rr•i tecKome 5- Co n-% Fax Number: a5 3 - 9 b 3 - 7 7 9 (o GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: rr ii t eC- 90,61 a S, / iv G. Mailing Address: PO s 0 X q 5/ ' Sumner W A • 78 3 9 0_ City State Zip Contact Person: B rent K O i l' n S Day Telephone: 6t 3 63 7 7 0 8 E -Mail Address: b rO I I i M S Q 7r i feC h 01N eS . CZ P" Fax Number: A - 9 6 3 — 7 7 9 6 Contractor Registration Number npu rENr Q 8 3 o a Expiration Date: 3/ a D 1 O 6 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT: OF RECORD.— All plans must be wet stamped by Architect of Record Company Name: Qe51ah5 uh V% M % ie cl Mailing Address 1 9 i 3 I s t A Ve 5, -5 r E F Kent w A 16 a City state Zip Contact Person: Vern ROC KW t 1 ( Day Telephone: a 5 3 - 8 7 a' A S $O E -Mail Address: Fax Number: ENGINEER OF RECORD -; All plans must be wet stamped by Engineer of Record Company Name: Cha r I e (N i t h G ( C—WA Mailing Address: * � A d� City State Zi Contact Person: C_hot r t eS VA 1 t " 1 G M.5 Day Telephone: q a 5 -- $ (' - °� 8 J3 E -Mail Address: Fax Number: \putnits plus%kc changes\pumit application (7.2004) Page 1 ft 1 Z ;= Z �w 0 00 CO H L w LL j � = w Z� �O Z~ W U O- 01-- W LL J LL O w Z 0 O Z DUII:DING Pt1tMYT. XNFORM7 �'ON ' 206 -d31 -3670 "� Valuation of Project (contractor's bid price): $ T000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Lo y%5+r y cJ new S m Al a -Pa ly w w .. a Will there be new rack storage? ❑ ..Yes 51 .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below v Floors thru Basement Accessory Structure* Attached Garage G Detached Garage 7 V Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: � Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) I ✓� *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: M.. Sprinklers ❑..Automatic Fire Alarm 04..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .. No If' yes ", attach list of materials and storage locations on a separate 8 -112 z l l paper indicating quantities and Material Safety Data Sheets. tpenniu pluslicc changa\permit application (7.2004) x1 �m;.rµia .:.1:.::u =..w. w. •✓. Ihi..: s��: a:. Z �Z �W � JU U N J CO IL WO 9 _ LL Q to = �W Z H O W �� U� O- 0 H WW H �O W Z co O Z Existing R Interior E Addition to T New e Type of T Type of 1" Floor G G,Q J J 9 9.3 2 Floor j / / . f Q Q3 3 Floor ' 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) I ✓� *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: M.. Sprinklers ❑..Automatic Fire Alarm 04..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .. No If' yes ", attach list of materials and storage locations on a separate 8 -112 z l l paper indicating quantities and Material Safety Data Sheets. tpenniu pluslicc changa\permit application (7.2004) x1 �m;.rµia .:.1:.::u =..w. w. •✓. Ihi..: s��: a:. Z �Z �W � JU U N J CO IL WO 9 _ LL Q to = �W Z H O W �� U� O- 0 H WW H �O W Z co O Z .P;UBLIC WORKS PERMIT INN .AATION -� 206 - .433 - 0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District `R Tukwila El ... Water District # 125 19.. Highline ❑ ...Renton . -Water Availability Provided Sewer District El ..Tukwila lValVue ❑ .. Renton ❑ — Seattle ❑ ...Sewer Use Certificate �' Sewer Availability Provided []..Approved Septic Plans Provided ❑ ...Septic System - For orisite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su itted with Avolication mark boxes which a 1 : ..Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Pr000sed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ..Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ✓.Construction/Excavation/Fill - Right -of -way . Non Right -of -wad _ Ej ..Total Cut cubic yards &..Total Fill cubic yards ❑ Work in Flood Zone Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " It El ... Permanent Water Meter Size... ?J 41 WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip %permits plwtice changestperrnh application (7.2004) Page 3 0 Z i� W OQQC � 30 U 0. CO) J = CO U. WO LLQ to = �W Z f- i— O Z W W U� 0 H W LLI. H �Z tll U CO O Z MECHANI . 'PE RMATION :206 -431- 3670 MECHANICAL CONTRACTOR INFORMATION Company Name: (0 \AJ A % c U r .-A ro I Mailing Address 15 l 5 S. C f fe r St. Ta eo m q Y e Y 9 City slate Zip Contact Person: M OX V W G d e- Day Telephone: 800. 5 4 6' Q55 y E -Mail Address: Fax Number: .A 3 3 8 3 — 77 3 to Contractor Registration Number: A LlW A O LV 14 C 3 Expiration Date: 5 6 /0 40 **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): $ % O 00 0 O Scope of Work (please provide detailed information): Xn S to 11 4 5 - Fumac e — 0 nd CA u CA I A , J Use: Residential: New ....9 Replacement ..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Tie Electric ..... ❑ Gas ....It Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Qty Furnace <I OOK BTU 1 Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/WaIVFloor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent 1 Hood and Duct 1 Water Heater r 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator S stem Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment .PERMIT:APPLICATION NOTES.. — Applicable to ; all p' 'mits: i;tii this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER !MHQRIZED AGENT: Signature: / / / /// nn `` `` JJ �� '' Date: Print Name: W o o &W Day Telephone: a5 63 - 7 8 Mailing Address: PO QO q5 5"rAn t°_ r W A 4 a390 City state Zip Date Application Accepted: I Date Application Expires: S trials: - 7 - 05 1 .--0 �o %pamib pWiee changeatpumit application (7.2004) Page 4 �: ;icu.. µ<: t;. srw a, uzri'• tw n;: 4J +�a�s!'..`:aiiti::.sw„t. auvzwcaw _ «�:rriizs�:, .:;i � , 1 Z Z W QQ� J 00 N J = CO LL WO La to �. = W Z� F— O Z H W W U� ON C3 I.— WW HF LL O Z W CO) O Z i f i E MLAi W TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME i'Htc Loi_ PERMIT # P05 - 232 t C 1 ' f� 4 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE r , 2. Enter total construction cost for each improvement category: 101-1,000 General Onco $49.25 a , 6Lylm i f i E MLAi W TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME i'Htc Loi_ PERMIT # P05 - 232 t C 1 ' f� 4 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: 101-1,000 General Onco $49.25 Erosion prevention , 6Lylm 100,001 - 200,000 Water AW, $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Sewer Storm water ,00 RECEIVED -QSa>Gt7 CITY OF TUKWitA Road /Parking /Access A. Total Improvements ! 9cZ.-M. JUL - 7 2005 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. CO PERMIT CENTER C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 12J::% CO (4) 5. GRADING Plan Review and Permit Fees $ 22 .!V (5) Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the Pxravatinn anri fill vnlumPS_ QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 1 W5102!32 z z �W D 00 Cl) 0 C0 W J = N LL W O 9 _ LL Cf) a = W z F ... �O z �_ �o U rn o t- WW H� u' O w z U CO), 0 H O z s i w BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit issuance'Inspecdon Fee (B +C +D) $ 1 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2-1( 10%) $1.00 0 -1 $0.00 I � 8. GRADING Permit Review Fee $ 3+ (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. i QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1S 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 i z �Z mow: 6 D 0 Cf) 0: to W J = H Tw W O 9� wQ Cl) = d, W z� H O w ~ w U� O — o H: W W 3: U` —0, w z U C H= O F . z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees w ` TUUUW" 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter- Permanent* D. Water Meter -Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) z , Q � Q � J U 0 N LU CO) L W 9a co = Co H W z M ' HO z �- W 0 W W U LL. 0 z W u z 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ I G. Other Fees $ Total A through G $ (10) 'DUE WHEN PERMIT IS ISSUED , i (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. S Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z , Q � Q � J U 0 N LU CO) L W 9a co = Co H W z M ' HO z �- W 0 W W U LL. 0 z W u z f T k 1 l y o u wl a j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 f RECEIPT t Z Z 00 CO) 0 V) (0 U_ w 0 2 J LL cf)a = w I- _ F- O. Z F-: U '0 W W H LL Z tll co O Z .., 4 Parcel No.: 8858800051 Address: 16616 53 AV S TUKW Suite No: Applicant: TRITEC HOMES - LOT C Permit Number: Status: Applied Date: Issue Date: D05-232 PENDING 07/07/2005 i l Receipt No.: ROS -01231 Payment Amount: 2 I Initials: BLH Payment Date: 08/17/2005 04:25 PM User ID: ADMIN Balance: $0.00 i Payee: TRITEC HOMES INC TRANSACTION LIST: ' 1 Type Method Description -- - - - - -- ------ P-------------- - - - - Amount. -- ------ - - - - -- ---- - - - - -- Payment Check 3291 2,281.80.. RD Pmts Re -Dist j 1 .00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - 000/322.100 -- ------ - - - - -- 2,120.30 PLAN CHECK - NONRES 000/345.830 - 1,378.20 PLAN CHECK - RES 000/345.830 1,378.20 PW LAND ALT PERMIT FEE 000/342.400 37.00 i PW PERMIT /INSPECTION FEE 000/342.400 120.00 STATE BUILDING SURCHARGE 000/386.904 4.50 I Total: 2, 281.80 t Z Z 00 CO) 0 V) (0 U_ w 0 2 J LL cf)a = w I- _ F- O. Z F-: U '0 W W H LL Z tll co O Z .., 4 ti �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT Parcel No.: 8858800051 Permit Number DOS -232 Address: 16616 53 AV S TUIKW Status: PENDING 4 Suite No: Applied Date: 07/07/2005 Applicant: TRITEC HOMES - LOT C Issue Date: i. Receipt No.: ROS -00971 Payment Amount: 1 Initials: BLH Payment Date: 07/07/2005 12:08 PM User ID: ADMIN Balance: $2,281.80 Payee: TRITEC HOMES INC i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3268 1,771.70 i { ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 1,378.20 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 120.00 Total: 1,771.70 i i doc: Receipt Printed: 07 -07 -2005 Z ;~ Z. �w UO 0 co LLI 0w w 0 1 5 L_ N H =. Z f- z O- w w Uo O N =U .U. ~O .. Z U N; H =. 0 ~. Z INSPECTION RECORD Retain a copy with permit 05- 2 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: 6L.Ai i � T L L C Address: Date Called: Spelial Instructions: ' Zo Date Wanted: a.m. p.m. Requester: M cuc CJ1 Phone NO: -) o C, (7 F� Approved per applicable codes. Corrections required prior to approval COMMENTS: L-A VO/0 0 U^ 4J A-- Inspector: Date $59.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must 156 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection Receipt No.: Date: I I '-f I z Z. LLJ J L) L) 0 Cl) C3 C0 W, W X, J CO) U. WO 2 � _J U_ CY F- W Z W W O N W UJI LLI U_ Z CO) 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION . • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: r _ 1 5 Type of In peti Qp Addrgss; , j Date Called: Special Instructions: Date Wan: p.m. Requester: Phone No: "'-nxpproved per applicable codes. r-1 Corrections required prior to approval. i �1 ei Z = H �~ W JU UO ND C0 LU J � NU WO 9- LL j c = W H I- O Z 1- 5 U� O M 0 1.- W- H LLI z CO) O Z S '� C,...✓� GAG Address � �� Date Called: Special Instructions: Date Wanted:, ' �'�� a. m. p.m. Requester: Phone No: { INSPECTION RECORD ? Retain a copy with permit 2 INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -367 Pro t: Type of Inspection: "' f'tpproved per applicable codes. 1:1 Corrections required prior to approval. V � , f S ) :1 0 Z �W c q G W 0 0 U) 0 co W J = H V) LL WO 9-1 LL � = W Z �.. H O W I— W U� O N. aH WW lL O W Z co O Z 92- D INSPECTION RECORD fttain a copy with permit INSPECT IM N0. PER CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3 7 Proje t: T Type of Ins l� ectipp - A d d r e s s - — J D Date Called: Spec F J j Z = Z fY W J U. UO .(093 co LLJ H CO) IL WO LL Q CO =W ? H H O' W O U F- = U. LL 0: .. Z. W U =: O Z Approved per applicable codes. ❑ Corrections required prior to approval. �l INSPECTION RECORD j)65 3 Z Retain a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -367 Pro a t: T of In ecti n: Approved per applicable codes. Corrections required prior to approval. Z W e � C UO CO 0. U) �L W O LL co j _ r` O W F- W U .O - o �- WW u. O W Z U co Z Address D Date Called: Special Instructions: D Date Wan ed: 12- 0� a.m. P Requester: Phone No: ecti n: Approved per applicable codes. Corrections required prior to approval. Z W e � C UO CO 0. U) �L W O LL co j _ r` O W F- W U .O - o �- WW u. O W Z U co Z INSPECTION RECORD Retain a copy with permit 0 5' 21 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )431 -36 O kO H N Project: --"w— , R 1 -" e Z,/ () *, ' -� Type of Insp ction: E / z '* 6 V Address: J 6 e, / G. -5 Date Called: Special Instructions* Date Wanted: z -- r" p.m. Requester: Phone No: ved per applicable codes. Corrections required prior to approval. F1 A Z I H i~ Z W J 00 (/)a w= U- W 0 LL U) U LU F- 0 Z 1--F W UJ 5 CO) 0 Z.) U F- 0 LLI Z C0 0 F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION -3� 7 ) 6431 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 2 643 Pro : Type of Inspectil , — Ado s / M; 1 6 63 Date Called: Special Instructions: Date Wante 1 2 p.m. Requester: Phone No: j cd. 11 03 0 Z F Z ' W 2 5 j Q 00 C3 M : W W M -J F- Cl) LL 0 ILL ?. N 4 W z W W 5 C3 C.) 0 CI); Q t-- ut C.) u. P 0 z CO :F 0 Z "proved per applicable codes. F1 Corrections required prior to approval. 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 Fl Approved per applicable codes. Corrections required prior to approval, 5� B w Project: lb Te Type of Inspection: Address: AAR Date Called: Special Instructions: Date Wanted: r t a.m. (/ p.m. Requester: Phone No: i i Inspector: / ^ rt� � J i Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ;$ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: 0 Z il�- W It W . -J L) 000 W H !2o W } �J ! � W z� t'— O W ~ W U � ON W W: �V !tL � W Z U CO) Z aCri•E .?fii+Sa'"v',�,pYISX.`�iR t'�. rj f� �- { ri �° '� n S`i • �i' + `,., i r ' INSPECTION RECORD 6 0 5 - Retain a copy with permit 4 INSPECTION NO. P � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -J6 0 pl per applicable codes. F1 Corrections required prior to approval. j Wpaid Date / i PECTION F REQUIR . Prior to inspection, fee must be Southcenter B d ., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro• Type of Inspection: 2 -- Address /� - S Date Called: Special Instructions: Date Wanted: m, Requester: Phone No: z z , Q W J JU UO 0 W J U O W� Ua U) d. �W W O W U� ON o F- W W M LL ~O tit z U C O� z INSPECTION RECORD.. ► �- Retain a copy with permit INS VO NO. P FO6) N 1 CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 431 -36 7 Project: Type of Inspection: Addre 9 , / Date Called: Special Instructions: Date Wanted: -m ? p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 4• SRI 9 . I � Inspecto Date: 2=1 �1 $58.0 EINSPECTIO Ff E RE IRED. Prior to inspection, fee must be r ! paid at 6300 SouthcentU Blvd., Suite 100. Call to sechedule reinspgction. i_ Receipt No.: Date: I ; 1 " u` �. i'. e.. A,.':::.•.' 1. r.., : c,: ,.;: c},u5.:' ».r..rr:xer:.r.r_.,,, ..1 ?...„ilei. ^.Li4.)' '•. �,,, ..., __ -_ _ _ r Z �Z It c W ¢ G _J L) UO CO) H W W O J LL. d CJ �_.. W Z� ZO �� U� 0 N � t— = W. H� LL 1-- W Z UN H F O Z INSPECTION RECORD Retain a copy with permit INSPECM I N NO. r P T O . CITY O�TUKWILA BUILDING DIVISION -E O 64 3 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 3 I Project- pe of Ins on: Ty 'j . Address: Date Called: Special Instructions: Date Wanted: /- Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. M MENTS: lnspector� D at V $ 58.0 IF REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenterttvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: J. z z Rim C LLI 00 CO 0 CO) UJ: W L W 0 L CO 0 Z - F W W CO) 0,— O H W W. LL 0 ed z C.) C0 px� .0 z ar '74 4 4"i INSPECTION RECORD Z I Retain a copy with permit INSPECTION NO. WERN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 981 88• ' 206)44 3670 w. Projecj;_, 7&' Type of Inspection: NS - Address: / 6 5.3 A 0 S Date Called: 1 0(- Special Instructions: Date Wanted: Q.—Ml- p.m. Requester: hone N Approved per applicable codes. Corrections required prior to approval. COMMENTS: q- N I s pec tor: Date: to inspection, fee must be IE REQUIRED. Pr ig ! t paid REINSPECTION F at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. --- 1 laficelm No.: Date z J- Z 0 0 0 (00, co UJI to U. W O 2 � U a 0 Cy W 0 z I– LLJ 5 L) CO 0— a � W (.5 U. 0 Z W CO) (L) — z INSPECTION RECORD 1�5015-23 2_ Retain a copy with permit INSPECVON NO. MI NO. CITY OF TUKWILA BUILDING DIVISIO ) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06 06) 431-3 Project: Type of Inspection: Add 6 Date Called: Special Instructions: Date Wanted: a. m. ' Requester: P one No 13 Z it Z J 00 CO 13 co W LU _J M LL W 9_5 LL Q. C' 0 16- 0, z I— III LU u(n 0 �0 H W W LL 0 Z co O Z INSPECTION RECORD Retain a copy with permit -232 INSPECT1 NO. PE CITY OAF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 PnR ect / � / Type of Inspection: — /� )q Aj Addres : 6 , 5'34o S Date Called: U /-- 3 /' Special Instructions: Date Wanted: a.m. U G P.M. Requester: Phone No: 64 -3 705 Approved per applicable codes. Corrections required prior to approval. CO ENTS: 11 PMAUI , 4ai8 00 REINSPECTION F REQUIRED. Prio to inspection, fee must be i a t 6300 Southcenter Blvd., Suite 100.,Call to sechedule reinspection. - j R ceipt No.: Date: 5 Z W. 5 U Na CO) J I. N O W� LLL' Q N� = � W z W ~ W U� .O �. � H WW (). ti O .. Z W U= O F- Z INSPECTION RECORD.' -232 Retain a copy with permit - INSPE ON NO. JE IN. CITY OF TUKWILA BUILDING DIVISION ti 6300 Blvd., #100, Tukwila, WA 98188 (206)431-3(57Q) Project: Type of Inspection: ArItAracce r)nto rniiarie Approved per applicable codes. 1 COMMENTS: -Me Y. M Corrections required prior to approval. LJOIL W r 4 �w t Z- Ir !Z -> e S r P NI T /?4 wl 110 7 29 147r - e- 14- Ajtq M4`57V-e /3*%"OW00�11t, /614TV/7 7) -Pg: Ai • ✓Y f (V I Receipt No.: TD 0 M ?qor: Date: L $58.00 REINSPATION FEE REQeIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z 5 U 0 0 (no 0) LLJ W x J F - CO LL W LL co T a Z F- 0 Z F- W UJ 5 U) 0— LLJ LU LL —0 Z U) 0 z / � 6 5'-? 9v / Sp ecial Instructions: Date Wanted: m. Requester: Phone No: 1,26 -?33 2 Approved per applicable codes. 1 Y. M Corrections required prior to approval. LJOIL COMMENTS: -Me Y. M Corrections required prior to approval. LJOIL W r 4 �w t Z- Ir !Z -> e S r P NI T /?4 wl 110 7 29 147r - e- 14- Ajtq M4`57V-e /3*%"OW00�11t, /614TV/7 7) -Pg: Ai • ✓Y f (V I Receipt No.: TD 0 M ?qor: Date: L $58.00 REINSPATION FEE REQeIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z 5 U 0 0 (no 0) LLJ W x J F - CO LL W LL co T a Z F- 0 Z F- W UJ 5 U) 0— LLJ LU LL —0 Z U) 0 z I Receipt No.: TD 0 M ?qor: Date: L $58.00 REINSPATION FEE REQeIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z 5 U 0 0 (no 0) LLJ W x J F - CO LL W LL co T a Z F- 0 Z F- W UJ 5 U) 0— LLJ LU LL —0 Z U) 0 z Proje _ Type o Inspection: r , Addre 4 .� Date Called: Special Instructions: Date Wanted- p.m. Requester: Phone No: C FOOM- I/ 1V MEMO r EMA ► _ . ' / � — z •� Z �W JU UO y0 CO w J = F- Cf) U. WO 9-1 LL Q CO = O �W z H F- O W F- �p O N 011-- LU W H ll. O tii Z U CO O z Project Z 7 y??' Type of Y; i ,- Addres Date Called: Ol Special Instructions: Date Wanted: a.m. -- M. Requester: Phone No: • l J _ s► F � 0 Z Z. ,F-• W D UO CO) CO Lu J � CO LL WO LL Q. N d: = W Z H. F- O: Z F- �5 U� O N o F- W H� LL O •Z • W CO Z Pro' .,., Type of Inspection: Address Date Called: ` Special lnstr c ions: Date Wanted: ..r06 p.m. Requester: Phone No: COMM ENTS: 1 1 IWARYAMAIMWAM I 13 Z H W U O Cj) CO) LLJ J = F-' N LL WO L L CO 2 �W Z f- Z �. W Uj U� CO O H =U LL .Z CO O Z a.+�'r�.s".d6a; 3ntip;?i+.y atF''r F+•(;.7YY �V . �, �ti fak 4^�'r»�9, s ..r r i INSPECTION RECORD Retain a copy with permit" vl INSPECT NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec 2� teL 6 Type of Inspection: C,4,,.A - 411, Z I i Address: 2 41 Date Ca Red: Spe al Instructions: /' Date Wanted: M � m. Requester: Phone No: a Approved per applicable codes. Receipt No.: Date: i required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Z 1F W J U. 0 0. O WW J N L W OO J . ILL Q = W Z �. F- O z W W U� O �. o�- W W. H� W Z Ill co O E- Z INSPECTION RECORD Retain a copy with permit �0 INSPECrION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: 17 �O ��FS -1, r) 7 Type of Inspection: .S /f�%'�2 G✓- te r' / /(' ~ / A ddres s - . &/ - �� . S' < < pecial Date Called: — o S Instructions: Date Wanted: a. f 1—f _ Gi p.m. Requester: Phone No: FI Approved per applicable codes. COMMENTS: r - Corrections required prior to approval. Of I �fl i ri i pect uate: / r0 $5 .00 REINSPECTION FEE R QUIRED. Prior inspection, fee must be ` p 'd at 6300 Southcenter Blv•., Suite 100. Call to sechedule reinspection. pt No.: Date: 0 Z Z W JU UO N J = Co U. WO LL co = Cf �W Z = H 1-- O W H-. W U� O o�- W W. l- u. O .. Z W U =: O Z INSPECTION RECORD Retain a copy with permit INSP ON NO. PERM CITY OF TUKWILA BUILDING DIVISION 63005 outhce' ter Blvd., #100, Tukwila, WA 98188 (206)431..3670 Project: of Type of-Inspection: Date Call Special Instructions:. Date W nted: — �2 a.m. 7 Requester: 7 Pho a No ::�f\ V _370�� t a f 0. i 4 D Approved per applicable codes. Corrections required prior to approval. COMMENTS. x 4 - S s' i l � 7 I 1 I i i e Inspector: Date: $58. REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Sout hcenter Blvd. Suite 100. Call to sechedule reinspection. r Receipt No.: Date: Z t` W . � �U UO W� N LL W O LL Q Ncy = �W ZF 1- O W F- fy O N O H LU w LL I-- U —0 li! h- X: Z I INSPECTION RECORD .. _ ;7 Retain a copy with permit ' INSPECTION NO. PE S ', CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct:. Tye f Inspection: Address: J Date Called: f t O Special Ins ructions: Date Wanted: O a. m. ) d" L�!5 Requester: W Pho No: , — 3 5 �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: A" l I 4 0 Z Z W 3 U O W= M W O. 9 :. U- c = W H =. H O Z I-- W U� .0 H W UJ U L O. .Z W U to O Z Pr t: G C �'YJ� S - �oe _ Type of Inspe tion: I Address: G /& 03 ., tee Date Called: l ,�- /U Special Instructions: Date Wanted Requester Phone N6. L)("7 COMMENTS: t6 SA 7 �7D � o � 6 Acv Z �~ W Wes. 00' ND co III J = H CO LL WO LL. Q CO = C>< �. W ZI-- �o W 1—. W U � O �: � F— W W :. �- O lil z. U =. O Z ., Y• i. �y ., ^{' . va+s!!!r y" Tr?! f`....;...-- a�,- w+. T'-- .n'�^tmm�- +m+ - '4 S INSPECTION RECORD Retain a copy with permit f INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Projec • Type,.,pf..ln n: .- -�-�- Address: G v Date Called: 1Y to /t °�j�✓ Special Instructions: Date Wanted: a.m. Requester: Ph on No: ),..&y --�3 Approved per applicable codes. Corrections required prior to app WENTS: J pec r ua e v 58.00 REINSPECTION FEE EQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Bl d., Suite 1 0. Call to sechedule reinspection. ceipt No.: I Date: Z ` JU 00 Co co W = �LL W O J U. = a �w Z P HO W ~ W U� 0� o F- W �� IL 0. .Z W co 0 H O Z 33iS �iNI.`.1M !'^.'; t'tY t �ni .,, c•°s... .:.s...C:.. ...N• s _ ..,. 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 Projec Type of Inspection: cjdressj � / penal Date Called: S Instructions: Instructions: Date Wanted: Date Wanted: a.m. /0 Requester: ti Pho a N�� %pproved per applicable codes r 5 i 2 f E] Corrections required prior to approval. Y COMMENTS: s s j . t � Inspect p 47.00 - REIN$ ION FEE EQUI�tir:�J. Prior to ins e Lion, fee must be aid at 6300 So y thcenter Blvd., Su�i`te'1'00. Call to s hed le reins p ection. Receipt No.: 4 Date: Z Z �W U O NO W= J N LL W O. LL Q to d Z I..' H O Z l+ W Uj O N O Fr- WW H a 111 Z co O Z s INSPECTION RECORD e Retain a co py with p ermit -- INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 S 6&k Pro'ect* _e 1 _ / _ e �( T,,e of/,fs rcctio ( Wa Address: 5 3 i r Date Called: /-� D a5 Special Instructions: Date Wanted: p.m Requester: Phone No: —' paid at 63W Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: r, 1 � 0 Z Z. JU 0 N O WX L' W O u_ Q co O = W ?H F- O Z E- W U 0. O N o ff W W. HU LL �. O .. Z W U= O ~' Z i I - INSPECTION RECORD �+ ► Retain a copy with permit INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION :✓ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Ap I proved per applicable codes. Fl Corrections required prior to approval. Pro'ect: C Type of Inspection: A d es p: S1 Date ailed: I© Special Inst u tions: Date Wanted: p.m. Requester: Phone No Receipt No.: Date: d i i s i t v s Z I� �—W IX W WU U 0. N C0 =. U) U. � O. U. �W Z� ' H O Z H. ILI 2 5 U� O t0. OH W LL tii Z U CO) H =' O Z �'—� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection t Geotechnical, Inc. 17625 —130'" Avenue NE, C -102 Woodinville, Washington 98072 Facsimile Transmittal a To: Andrew Goble Company: Tritec Homes Phone: Fax: 253 -863 -7796 From: Jeff Laub Company: Cornerstone Geotechnical, Inc. Phone: 425844 -1977 Fax: 425 -844 -1987 4tit:�i.�2 'G z 'a Z` W JU U O; ) o J = CO L wo LL CO a. = w� z� F - O z F- 2:5 U O Cf) w w . r H• U- w z' r O Z 10/03/2005 11 :30 4258441987 CORNERSTONEGEOTECHNI PAGE 02 1 Field Report Cornerstone Geotechnical, Inc. CO File N o. , r 17625 -130th Ave ND, C102 Project: _r� ��'^"" S- Tv �`'`"'� 1 Date: Woodinville, WA 98072 Weather: ^' °� S �'(' ^ �' c Report No: _ Ph: (425) 844 -1977 Purpose of Visit: �'6 "" Page: of Fax (425) 844.1987 �5�,�(�,,_ -t �Lv�.• B ^/ S i I �^ 4� W 5 r f-� - f �-v ✓'/ � + d h-- -kt n�. of arf Ar- y..�.r�Ns -C -�f' � v�.l ya..'� i ►1.y ��fi C - F,�:r�. -. c�a,�-r4•++... S� y �¢-t - - -- 7 71 U/'�t/yL �x e a t' a. r w t^R f�� w- v .g U kr fi "` k <_ �° 'f % S vG rf r.� ' : (,� C. S 1 S fr .. r-uu•.� . l fL Sr r T. x -s ' • , 01 N•G 4--1 j'd� �C ✓ / �`t~ y' v l7 vt�G�Ca. G.0 +t S 15 �.P o F j ' �j s 4 • v ��. L i•� �>� a. ! rL 1' rc. � Syr, 4r•�, Iry c� �i� C-'y to � y �` �"'Ey.. ] •� 1, 4 1•- *•�' ='fit. � . A C �cC5 0 •� a� v �• chQ (ii/`•� + n '{�•+- t^-- f ' t / j 'f "f G_ Sy�gr -�4,, �y �►+' , (- +r '+�` . 4rr_ �GE't 01etA r UGl a 1. ,�1�yv ��1/ �� �Cd�U�4.t °•`•. TXdI/�G?�.C1•�/ tJt/� �,'-' 'P i _ y 1 I U--e r h w 1 �' Vct l v.n. - -• -. Su- `f'� -e� a 54 C.G r t ^r.v � •F- - r - rt f" / f eo of pvr r-CA / CGJ✓l 'f o'.G• + R+ S 1 ' 'tC1 Y'l o�. I SL�^��:/ �, ,. "F/t 1 I Signature: '� ,,r '�1. z w WV U W NLL ! W 0 C J u r N = W Z }- W W O U� 0 F-- WW H �. —0 W z U= OF- z Site Plan CD . w N CS) m Ur w CD N 0 m .A A N tD m U 20 40 Scale V = 2V 0 O ;J z m LEGEND N O z Number and Approximate m Locatian ofTest'Pit m O m 0 z H Reference: Site Plan based on site plan by eaima and Holmberg Inc. Dated July 26, 2002 rip, -,A te t'RS3 Z/ Cornerstone + Phcfz(425) bi4197T Tritec - Tukwila %o Ge©techmcai, hic. Fax (425) 1,918T FllbNumber "gum 1762&IYA Ave NF_ C,162 • Woodadle, 4VA - M72 18$3 1 1 D G) m w NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR � -�• �� - -�►�- THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Jan 20 2006 4:38PM CWH i i i CWA CONSULTANTS, P.S, STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 360 - 871 -5633 P. �ZIq j9 ,@ 1 '5 "0 r� 8675 E. Caraway Road, Port Orchard, WA 98366 (364) 871 -5433 FAX: (360)871-5633 E -Mail: chuck,cwa@verizon.net January 20, 2006 CITY OF T TO: Andrew Goble -- Tritec Homes FEB 2 3 2006 FROM: Chuck Williams SE, CWA Consultants PERMIT CENTEh SUBJECT: Shear Wall Connection Using Sheathing Extra height sheathing, 9' for 8' high walls and 10' for 9' high walls, may be used as a substitute for the required A35 connectors prescribed for the shear wall to top plate connection. The sheathing should overlap the rim member above the shear wall a minimum of 6 ". The nailing between the sheathing and the rim member should be as required for the shear wall below. I hope this satisfies your inspector's concerns. Please don't hesitate to contact me if there are any further questions, Sincerely, Charles J. Williams, SE ?' � oF•ti c 9 Z � H 1�- Z 00 to 0 wX �LL w� U = �. w Z Z O0. �o U ON .0 H WW IL O Z 0 O z EXPIRES 03 - 16 - 0 DESIGNS UNLIMITED � STOCK PLANS ■ CUSTOM D E S I G N Gravi COIV REVIEWED FOR ODE CoN1pU CODE Load Analys * 1 AUG 16 2005 PLAN 2470A/2 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6.16 Software NDS 97 6/30/2005 uW'Uf Tukwila CITY OF TUKWNILA J U L -~ 7 2005 PERMIT CENTER i i i I 1 ■ ■ 19613.81 st Ave S - Suite Fax: (253) 872 -3649 ■ Email: designstudiogdesignsunlimited .com ■ 0 z z �w 2 W) UO . 0: W= N U w O; J u. Q S2 a = w' �O zf- 5 U� C0 O- 0 I-- w W. o: ..Z w U O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM (1) UFF Prepared by: IRINA Date: 6103105 Selection 1 -3/4x 1 1 -7/8 1.9E T) MicrollamO LVL Conditions Data Min (seari Area KI = U .6 in U.6 in [seam Span 9.0 ft TL DeFl in Ream Wt per ft 5.34 # Reaction 1 TL 474 # Reaction 2 TL 474 # Bm Wt Included 48 # Maximum V 474 # Max Moment 1067'# Max V (Reduced) 370 # TL Max DeFl L / 240 TL Actual DeFl L / > 1000 Section (in3j Shear fin TL DeFl in 41.13 20.78 0.03 4.92 1.95 0.45 OK OK OK 12% 9% 7% Uniform TL: 100 = A R1 = 474 R2 = 474 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. l Q LU U O N 0 UJ =. CO) LL W O 95 LLQ CO �. = cf. I.. W Z I=— F.. O Z I— I1! LU D Q. U O W UJ H U. H LL O. 111 Z O Z Fb (p Fv (p E (psi x mil Fc si Base Values 2600 285 1.9 750 Base Ad'usted 2604 285 1.9 750 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 100 = A R1 = 474 R2 = 474 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. l Q LU U O N 0 UJ =. CO) LL W O 95 LLQ CO �. = cf. I.. W Z I=— F.. O Z I— I1! LU D Q. U O W UJ H U. H LL O. 111 Z O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM (2) UFF Prepared by: IRINA Date: 6/03105 Selection 1 -3/4x 1 1 -7/8 2.0E BC Versa -Lamb SP { Conditions Data 1 - 1111 DCdI lllg %I Cd R 1 = I .L 111" IlL = 1 .G ill Beam Span 9.0 ft 20.78 Beam Wt per ft 5.34 # Reaction I TL 1045 # Reaction 2 TL 1097 # Bm Wt Included 48 # Maximum V 1097 # Max Moment 2907'# Max V (Reduced) 914 # TL Max DeFl L / 240 TL Actual DeFl L / > 1000 Section (i"31 Shear Pn TL DeFl in 41.13 20.78 0.10 15.84 4.81 0.45 OK OK OK 39% 23% 22% Point TL Distance B = 474 5.0 Uniform TL: 180 = I Uniform Load A I Pt loads: R1 = 1045 R2 = 1 097 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. ki Z Q 1— �W �QQ2 W D: .� U . UO CO) CO w J to ld W O. �2}} O J LL Q d'. = W Z F— O Z 1-- W LLI U0 :O N W W_ 2 LL 0 _ w CO) O Z Fb (psi) Fv (psi) E (psi x mil Fc (psi Base Values 2200 285 1.8 900 Base Ad'usted 2203 285 1.8 900 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL Distance B = 474 5.0 Uniform TL: 180 = I Uniform Load A I Pt loads: R1 = 1045 R2 = 1 097 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. ki Z Q 1— �W �QQ2 W D: .� U . UO CO) CO w J to ld W O. �2}} O J LL Q d'. = W Z F— O Z 1-- W LLI U0 :O N W W_ 2 LL 0 _ w CO) O Z ` BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM 5 i UFF Prepared by: I.A. Date: 6/06/05 Selection 5 -1/8x 15 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Attributes Actual Critical Status Ratio Uniform TL: 130 = A R1 = 1635 R2 = 1635 SPAN = 22 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 "1111 UCc1111%hI CQ Al = L.J 111 — RL= 4.0 111 — TL DO in Beam Span 22.0 ft 0.30 46.21 Beam Wt per ft 18.68 # Reaction I TL 1635 # Reaction 2 TL 1635 # Bm Wt Included 411 # Maximum V 1635 # Max Moment 8995 W Max V (Reduced) 1450 # TL Max DO L / 240 TL Actual DO L / 875 Section W Shear (in') TL DO in 192.19 76.88 0.30 46.21 11.44 1.10 OK OK OK 24% 15% 27% Z Z W M UO N O W =: Lt. .W O Q-j LL Q N d = W �- O Z I--. np O O H WW LL O. . Z. CO O Z Fb (psi) Fv (psi) E (psi x mil Fc (psi Base Values 2400 190 1.8 650 Base Adjusted 2336 190 1.8 650 Cv Volume 0.973 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Z Z W M UO N O W =: Lt. .W O Q-j LL Q N d = W �- O Z I--. np O O H WW LL O. . Z. CO O Z 3 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM 6 GARAGE DOOR HDR Prepared by: LA. Date: 6/06/05 Selection 6 -3/4x 18 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Data Min Bearing Area K I = 13.0 inKZ = 11.3 W Beam Span 16.5 ft TL Defl in 364.50 Beam Wt per ft 29.52 # Reaction 1 TL 8479 # Reaction 2 TL 7340 # Bm Wt Included 487 # Maximum V 8479 # Max Moment 32796'# Max V (Reduced) 7490 # TL Max Defl L / 240 TL Actual Defl L / 644 Section On Shear Onz) TL Defl in 364.50 121.50 0.31 171.3S 59.13 0.83 OK OK OK 47% 49% 37% Uniform TL: 630 = A Point TL Distance B = 1635 2.0 C = 1651 5.5 D = 1651 11.5 I untrorm Load A Pt loads: RI = 8479 R2 = 7340 SPAN = 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. 0 Z �W QQ � JU UO W= W u.: WO U. to = CY. �W Z H. !— O WH 25 U :O N. O F- WW HU U. O _ U= O ~; Z Fb (psi) Fv (psi) E (psi x mil Fc I (psi Base Values 2400 190 1.8 650 Base Adjusted 2297 190 1.8 650 Cv Volume 0.957 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 630 = A Point TL Distance B = 1635 2.0 C = 1651 5.5 D = 1651 11.5 I untrorm Load A Pt loads: RI = 8479 R2 = 7340 SPAN = 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. 0 Z �W QQ � JU UO W= W u.: WO U. to = CY. �W Z H. !— O WH 25 U :O N. O F- WW HU U. O _ U= O ~; Z BeamChek v2.4 licensed to: Desians Unlimited Rea # 8101 -1456 2470A/2 BM (7) STAIRS Date: 6 120105 Selection 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical �f atllf 1"1111 UCQlllig r1Ica — U. 111 TL DO in Beam Span Span 7.5 ft 0.22 30.51 Beam Wt per ft 6.83 # Reaction I TL 3878 # Reaction 2 TL 3669 # Bm Wt Included 5 I # Maximum V 3878 # Max Moment 6102'# Max V (Reduced) 3438 # TL Max Defl L / 240 TL Actual Deft L / 412 Section Un Shear (10 TL DO in 42.19 28.13 0.22 30.51 27.15 0.38 OK OK OK 72% 97% 58% Pt load R1 = 3878 R2 = 3669 SPAN = 7.5 FT Uniform and partial uniform loads are ibs per lineal ft. Z T . Z, �QQ � WD JU UO WC W= U) LL W Q O' oC L Q Nn = Cy �W Z H F- O Z F--, 2 5 Ua O N WW 0 u. 0 Z UN O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 HDR BONUS Prepared by: I.A. Date: 6/06105 Se lecti on 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '97 Data Min Searing Area K 1 = 't. i in` KY = -+.I in` Beam Span 6.5 ft TL Deft in Beam Wt per ft 7.87 # Reaction I TL 1651 # Reaction 2 TL 1651 # Bm Wt Included 51 # Maximum V 1651 # Max Moment 2682'# Max V (Reduced) 1259 # TL Max Deft L / 240 TL Actual Defl L / > 1000 Section DO Shear inz TL Deft in 49.91 32.38 0.07 31.55 25.18 0.33 OK OK OK 63% 78% 21% Uniform TL: 500 = A R1 =1651 R2 =165I SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. i 4 i i z i 0 ZZ Q S� if" . W WD U O J = H U) LL W O. U. ' CO) C = F- UJ Z f.. Z� Dp LLI ON O 1—. W W' H U L1. 0 Z U CO) H =. O Z Fb (psi) Fv (psi) E (psi x mil Fc (psi Base Values 850 75 1.3 405 Base Adlusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 500 = A R1 =1651 R2 =165I SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. i 4 i i z i 0 ZZ Q S� if" . W WD U O J = H U) LL W O. U. ' CO) C = F- UJ Z f.. Z� Dp LLI ON O 1—. W W' H U L1. 0 Z U CO) H =. O Z =RJ. # (title): PLAN NAME: I 3eam # - Location: Span .'hoice: Rl= R2= NIFORM LOADS CALC. BY: DATE: SHT #:� /. OF HIP & VALLEY 1 2 2 = - ft i 'UINI LUALJ-'j 'ARTIAL UNIFORM LOADS (also use to ca /c. overhangs If ;4qiSS: NIV 'oaf PUL (plf) (W (psi f ;Mcf UL (plf 25 #/Sf X1 1,2, 5 15 #/sf 15 # /sf X Vail UL (pM Vall UL (plf) 0 # /sf I x I — f %/ 10 # /sf X1 X I loor UL (plf) 40 #/sf I X I E50 #/sf I X I = i 10 #/sf 10 # /sf X I 1TOTAL LL (plf) )eck UL (plf) 60 #/sf I X TOTAL LOAD (Plf) = 1XI ITOTAL LL (plf) = TOTAL OL (plf) TOTAL LOAD (plf) CALC. BY: DATE: SHT #:� /. OF HIP & VALLEY 1 2 2 = - ft i 'UINI LUALJ-'j 'ARTIAL UNIFORM LOADS (also use to ca /c. overhangs If ;4qiSS: NIV 'oaf PUL (plf) 25 #Isf x !E4(ffig I � , 15 #/sf X U� -*"�')��: ENqiox_S ATAE�T ft � /all PUL (plf} x 0 #/sf X 15 #/sf 1 #/sf 11 ::;/sf IX Vail UL (pM 0 #4sf loor PUL (plf) 40 #/sf I X = f %/ 10 #/sf _x X1 X I 10 #/sf i x! .eck PUL (pl :ack UL (plf) E50 #/sf I X I = i 10 #/sf I X 1TOTAL LL (plf) TOTAL P lft TOTAL DL (plf) TOTAL LOAD (Plf) learn Location: )'Pan (ft.) Rl= R2= INIFORM LOADS Ea P. LL(psf)• 7RIB. CIL (Psqt -�. --, i** ;:, r ;oof UL (pM ff�*Sfj X 15 #/sf x 11 ::;/sf IX Vail UL (pM 0 #4sf Xl 1 #/sf X f %/ loor UL (piq 40 #Isf X I 10 #/sf i x! 1 :ack UL (plf) E50 #/sf I X I = i 10 #/sf X 1TOTAL LL (plf) = TOTAL DL (Plf) TOTAL LOAD (plf) , -Am I :LASS• Live-Load! Dead. Load- 7atal. :1 1 (Ibs) (lbs) 3 (1 b.9) Ina ' UNIFORM LOADS (a /so use to calc. overhanas) - A CT,-,L PUL olfl i7GTAL DL ;olfl '.',DU HIP & VALLEY 2 ft 2- ft CLASS. LL(psf)• 7RIB. DL (psT) - IRR (ft) START' =-No: (t)'- oaf PU (plf) 2 45 #/sf A 5 #/sf X loll plfl 11 ::;/sf IX 0 #/sf X . •nor PUL ,Plf) i ao :;/Sf A 1 0 ;;/sf X PUL ; f) i 30 -"/ f X f %/ z 0 U U 0 (00 C0 w J 3: J f_ S2 LL W 0 2 � LQ C0 2 d P LL Z Wo W 2 5 :313 O N W W H L ) LL 0 z LU CO) z PRJ. # (title): PLAN NAME: .%'e Seam # - Location: Span 'hoice: — Rl= R2= JNIFORM LOADS ILA ,oaf UL (plf L L' (p rTRl 25 #Isf X j = :;4 IDL (pstT -�-TR IS 15 #/sf I x 'Vall UL (plf 0 #/Sf X 1 ',oaf PUL (plt 10 #/sf X = I e'7, door UL (plf) 40 #Isf I X 1 .1 10#/Sf XI Vall PUL (pif) 0 #Isf )eck UL (plf) 60 #Isf T X — 1 = I 10 #/sf I X I 17CTAL DL ;mITI (TOTAL LOAD (t3lfl 10 #Isf 1 X! TOTAL LL (plf) = I — TOTAL DL (plf) TOTAL LOAD (plf 'DINT LOADS CALC, BY: DATE: SH7 OF HIP &VALLEY 2 2= ft Seam Location: Span (ft.) choice: Rl= —R2= MIFORM LOADS QL LL"Pst). TRIG. kft). CIL (psi) Is;. (ft) EN(2'(ft)*.. )of P UL Pl 7f) ',oaf PUL (plt 25 #Isf X 1 = I e'7, 15 #Isf X car = UL t.pif) 10 #Isf 1XI C) :;/Sf x Vall PUL (pif) 0 #Isf X 10 #Isf iXI 10 #Isf x 17CTAL DL ;mITI (TOTAL LOAD (t3lfl 10 #Isf 1 X! 9cor PUL (plf) 40 #Isf X I = 10 #Isf XI )eck PUL (Plf) 60 #Isf x 1 1 = lowsf X 1 'T TOTAL PUL (plf) = I — TOTAL DL (plf) ITOTAL LOAD (pip Seam Location: Span (ft.) choice: Rl= —R2= MIFORM LOADS QL 'UINI LUAU-'j LAS S- Uve•Load! Dead. Loa& Total. 1 1 (Ibs) (Ibs) 3 (Ibs) I 'AR'MAL UNIFORM LOADS (alsn rise 'n rair- nvmrhmnas) HIP & VALLEY 2 ft 2- ft CLASS. LL"Pst). TRIG. kft). CIL (psi) Is;. (ft) EN(2'(ft)*.. )of P UL Pl 7f) ,oaf UL (pit) 25 #Isf 1 X I Id, 1 = 3rZ,2. S 15 #/sf I X I e'7, ' UL (pit) 0 #Isf 1 X i car = UL t.pif) 10 #Isf 1XI C) :;/Sf x -!oar UL (plO 40 #Isf I X 1 = 10 #Isf iXI eck U (pit) 1 60 #Isf i x 17CTAL DL ;mITI (TOTAL LOAD (t3lfl 10 #Isf 1 X! ITOTAL LL (pif) = TOTAL DL (plf) TOTAL LOAD (Pif) 'UINI LUAU-'j LAS S- Uve•Load! Dead. Loa& Total. 1 1 (Ibs) (Ibs) 3 (Ibs) I 'AR'MAL UNIFORM LOADS (alsn rise 'n rair- nvmrhmnas) HIP & VALLEY 2 ft 2- ft CLASS. LL"Pst). TRIG. kft). CIL (psi) Is;. (ft) EN(2'(ft)*.. )of P UL Pl 7f) 5 #Isf _ - X 15 #/ .9 f X ' all P IJ L ( plf) 1 1 1 - A 0 #/sf X car = UL t.pif) 1 aO =Isf A C) :;/Sf x z a< 'RUL ;oif) 30 #sf 0 _ist A CTAL PUL ;olr) = 17CTAL DL ;mITI (TOTAL LOAD (t3lfl z Z 00 (no co w uj X rr J 0 U_ cf) : CY F- UJ Z Z 0 �_ UJ LU U C0 0 0 r_ UJ U J H - U- 8 z CO) L) — p: 3: b F- z )dLM'MAI IIIUI=InCU I MAMIQ fnlo^ nee In ^ml^ nwmr4-vnrvfye% tiS J. W� pF W A S4 i3k c® ;�V Lateral Load Analysis for: Design Unlimited j REVIEW CO DE COWLIANCE AUO 62005 Y ukwrla D IVISION RECEIVED CITY Of TUKWILA J U L - 7 2005 PERMIT CENTER Plan 247DAl2 Western Washington Default Per 2003 IBC using Qlat v 4.0 J 2 35473 C +' EXPIRES 0 3-16- Seismic Design Category D Site Class D SDs 0.865 R 6.5 (OSB) Exposure `B' Wind Speed 85 mph (3 sec) Snow Load 25 psf June 15, 2005 This lateral design has been personally reviewed by me and it is in full compliance with the 2003 International Building Code. 'p05-232 ti z Uj z V UO W =. N U. w O �a 0. u_ a �d �w Z� 1- O z I-- W UJ � o' O N � 1- w U. ..z U CO z 07 -05 -2005 247O i Storm ; 2 Y � I A — .. 1 .... 1 ��... ni B26.0 ........ ............. ...... 1.+�+�t ............ ............. . 1 1 1 1 1 1 1 1 Malls : C Ulfill Wood Structural Panel w/ 1Od Box [Gr III Species ]_ olddowns: I impson Strong -Tie Holdown] [ Gr III Species Struts : [ Simpson nnc I --- Exceeds maximum table value 3 64.0 07 -85 -2805 2478A2 i - Store 1 2 3 Y 33.0 64.0 A - ... ....... LJ LJ �_ 1 1 • 2 1 • . 1 1 1 2 1 1 B26.0 1 .........r.............. 1 • • 1 . ... • t i ...........................� 2 1 1 2 Walls : [ 7/16" Wood Structural Panel w/ 19d Box �Gr III Species ]= Holddowns: I Simpson Strong Tie Holdown] Gr I I S ecies Struts : [ Simpson Cnnctr ] *- 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. _ F C Sh ear Wall Schedule ] [Gr III Species C 7/16" Wood Structural Panel w/ lod Bo:ti] Shear Wall Edge Anchor Bottom Rim /Slk to All -- WGi11 1VVl.CS J GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2xc ( 51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in ( 610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud. bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls spec-i fically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C C /C D /Struct II Plywood. 2 ) Provide 3x' s ( 76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls X0.35 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 7 ) 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. z �Z W UO. N D. W= LL.: WO 2�: -J. LL. d' Nd =W F- _ z F-. 1- O z F-- w Do U O off W W LL —b . ui z U =` O z SW Sheathing Nailing Bolts Plate Top plate Shear Notes 4 [Thick (side)] (in oc) (in cc) (in oc) (in cc) (Klf) 1 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w/12 -8d 0.23 1 2 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 3 A35@16 w/12 -8d 1 3 7/16" OSB(1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w/12 -8d 0.45 1,3,5 g 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w/12 -8d 0.60 1,3,5 5 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 1 -6 6 7/16" OSB(2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -6 7 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -3d 1.20 1 -6 -- WGi11 1VVl.CS J GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2xc ( 51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in ( 610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud. bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls spec-i fically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C C /C D /Struct II Plywood. 2 ) Provide 3x' s ( 76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls X0.35 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 7 ) 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. z �Z W UO. N D. W= LL.: WO 2�: -J. LL. d' Nd =W F- _ z F-. 1- O z F-- w Do U O off W W LL —b . ui z U =` O z a ' c F [ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong -Tie Holdown] [ Simpson 2004 Catalog ] [ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong - Tie Holdown ] [ Simpson 2003 Catalog ] Other Levels HD Type Stud Fastener Tie Cap Detail # 1 Type to Stud Rod Kips Number 1 CS18 (36 ") 2 (2) CS20 (36 ") 3 (2) CS18 (36 ") a (2) CS16 (48 ") 5 MST72 6 2)MST48 7 2)MST60 8 2)MST72 9 HD 15 2x Foundation Level - -- HD Type Stud Fastner Anchor Cap Detail # 2.54 Type to Stud Bolt Kips Number 1 STHD8 (2)2x (24) 16d - -- 2.37 7.63 2 STHD10 (2)2x (28) 16d - -- 2.99 - -- 3' STHD14 ( 2) 2x ( 3 8 ) 16d --- 4 . 43 4 PHD6 (2) 2x (18) SDS3 7/8 5.86 5 PHD8 (2)2x (24)SDS3 7/8 6.73 6 HDQ 8 4x ( 2 0) SDS3 7/8 8.33 7 HD10A 4x (4)7/8 7/3 11 6 9.54 .8 HD14A 4x (4) 1" 0 1 11.08 9 HD15 6x (5) 1" 0 1 -1 /4"o 15.30 [ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong - Tie Holdown ] [ Simpson 2003 Catalog ] Other Levels HD Type Stud Fastener Tie Cap Detail # 1 Type to Stud Rod Kips Number 1 CS18 (36 ") 2 (2) CS20 (36 ") 3 (2) CS18 (36 ") a (2) CS16 (48 ") 5 MST72 6 2)MST48 7 2)MST60 8 2)MST72 9 HD 15 2x (18) 10d - -- 1.27 (2)-x (18) 8d ea - -- 2 .01 (2 (18) 10d ea - -- 2.54 (2)2x (28) 8d ea - -- 3.30 3x (56) 16d ea - -- 5.80 (2) 3x (42) 16d ea - -- 7.63 (2)3x (46)16d ea - -- 8.92 (2) 3x (56)!6d ea - -- 11.60 6x (5) 1 c 5/4 15.30 [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchcr bolt embedment depth. e) Posts at holddcwn: 2:: &: 4:: (28mm :: and 39mm x) - -- :,F'2 or better 51� ! 140mm :: ) - - - 41 or better f) The anchor type holddowns aE other levels shat= have a pair, one above and one be_cw, tied ;fir threaded rcd. ;xt rise 3"'t?D8R =cr ST_-�D8 , 9TuD10R, _ STHD10 and 3 .or c•rHD ; - :vhere r -m cists are _nszz"_ed. f - z e^=Y = - r amvr, 7-ha: ce -6d s '_nke, s 'n,z ^mum stem wal be :" wide =cr bu__d7nas, 3" . , iide - .or 'i - u__1-A._nas ,? mores :.J cr_es � � j Z '~ w u�= U O N 0 W= J �_ U) LL . wO }} J U. co ? d . = w Z E- O. Z 2 5 O �. 0 F- wW U �z UN F= _ O ~' z [ Drag Strut Schedule ] (Gr. I /II Species] [ Simpson Cnnctr ] [ Simpson 1996 Catalog ] DS # Conn Type Drag Strut Fastner to Cnnctr Thru Rod Cap Kips Note No. A 24" -CS16 DBL TOP PL (22) -10d -- 1.65 1 B (2)24" -CS16 DBL TOP PL (22) -10d ea -- 3.30 1 C (3) 24 -CS16 4x 6 (22) -lod ea -- 4.95 1 D 155 CMST14 4x 6 (88) -10d -- 6.79 1 E 202 CMST12 4x 6 (118) -10d -- 9.64 1 F (2) -HD14A 4x 6 ea (4) - 1" 1" 11.08 2 G (2) -HD15 6x10 ea (5)- 1" 1 -1/4 15.30 2 H (4) -HD10A 6x10 ea (4) -7/8 7/8 19.80 2 I (4) -HD15 6x10 ea (5) - 1" � 1- 1/4 30.61 2 r � L .L "L j 47 1. L U 1.. 1V V kr G z J -- GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specif noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other.beyond shear wall on the drag strut. 0 Z Q W W D JU U O U U CO) J �.. CO) IL: w O J U. d H =. z� F- O W F-. Do U O � off w _.. U — O W Z, U= O ~' Z I t �J .z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 10:08:51 File: 2470A2 Date : 07 -05 -2005 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 1 1 1 - - 2 3 1 1 - - 1 l 1 2 1 1 1 2 1 1 - - 1 3 1 2 1 1 1 3 2 2 1 1 * Exceeds table capacity SW selection based on file: W7HF10BW.TBL - None required HD.selection based on file: HCWA.TBL { i j 1 t . i OCWA.TBL E t i 1 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 10:08:51 File: 2470A2 Date : 07 -05 -2005 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story - - - -- Line Wall - - -- - - -- SW -- LtHD - - -- RtHD - - -- 2 A 1 1 - - 2 A 2 1 - - 2 A 3 1 - - 2 A 4 1 - - 2 B 1 1 1 1 2 B 2 1 1 1 2 B 3 1 1 1 .2 B 4 1 1 1 2 B 5 1 2 B 6 1 - - l A 1 1 - - 1 A 2 1 - - 1 A 3 1 - - 1 A 4 1 - - # 1 B 1 1 2 1 1 B 2 1 1 2 f. 1 B 3 1 1 1 1 B 4 1 1 1 1 B 5 1 1 - l { * Exceeds table capacity, SW selection based on file: W7HF10BW.TBL 1 - None required HD selection based on file: HCWA.TBL I i j OCWA.TBL i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:38 File: 2470A2 Date : 07 -05 -2005 Page: 1 of 5 i I SUMMARY SHEET a } i SEISMIC DATA: Manual BSF Y -Axis = 0.183 BSF X -Axis = 0.183 Snow Factor = 0.250 WIND DATA: Manual Wind Exposure = B Wind Speed = 85 Structure = Encl /Unencl Imp Factor = 1.00 Load Summary to Y to X At (ft) (K) DL Seis Wind DL Seis Wind - _- - - - - -- - Level - 2 - 30.1 7.1 0.0 27.1 6.2 0.0 8.1 - Story 2 --- - - - - -- -- 1 - 24.9 2.9 0.0 18.7 2.2 0.0 8.1 - Story 1 s Base Total 10.1 0.0 8.4 0.0 i i f t j i. i I i i i 1 `1 I Designs Unlimited Y Y X Story 2 WOODCAD QLAT (Pro V4.0) 8.1 Time : 11:27:38 0.015 5.0 11.0 0.0 File: 2470A2 1 0.0 Date : 07 -05 -2005 Wall 2 0.0 0.0 Page: 2 of 5 3 0.0 0.0 INPUT DATA - Walls 4 0.0 0.0 57.0 Line B 8.1 Calc Plot 0.015 Wall Length Wall Lt Trib Rt Wall Dis Dis Dis Ht Shear Holddown DL Span Width Span Wall (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) Wall 6 26.0 _______ _ __ WALLS Parallel to Y Axis_____ 4.5 4.5 0.015 Line A 7.0 5.0 9.0 6.0 X X Y 0.0 0.0 Wall 2 0.0 0.0 Story 2 3 0.0 0.0 31.0 Wall 4 0.0 0.0 Line 1 Line B 3.5 0.015 0.0 7.0 Wall 1 26.0 26.0 Wall 1 - 0.0 0.0 3.0 8.1 23.0 23.0 0.015 0.0 1.0 0.0 Line 3 Wall 4 26.0 25.0 35.0 Wall 5 26.0 22.0 Wall 1 64.0 64.0 0.0 8.1 22.0 22.0 0.015 0.0 1.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 8.5 9.0 17.5 17.5 0.015 0.0 1.0 0.0 Line 2 Wall 1 38.0 38.0 12.5 9.0 11.5 11.5 0.015 0.0 1.0 0.0 Line 3 Wall 1 64.0 64.0 0.0 9.0 8.5 8.5 0.015 0.0 1.0 5.0 Wall 2 64.0 64.0 13.5 9.0 8.5 8.5 0.015 5.0 1.0 0.0 WALLS Parallel to X -Axis 8.1 14.5 Y Y X Story 2 5.0 8.1 8.5 Line A 0.015 5.0 11.0 0.0 Wall 1 0.0 0.0 5.0 Wall 2 0.0 0.0 24.5 Wall 3 0.0 0.0 45.0 Wall 4 0.0 0.0 57.0 Line B 8.1 3.5 3.5 0.015 Wall 1 26.0 26.0 0.0 Wall 2 26.0 26.0 11.5 Wall 3 26.0 26.0 27.0 Wall 4 26.0 26.0 35.0 Wall 5 26.0 22.0 44.0 Wall 6 26.0 22.0 57.0 Story 1 4.5 4.5 0.015 Line A 7.0 5.0 9.0 6.0 Wall 1 0.0 0.0 0.0 Wall 2 0.0 0.0 9.5 Wall 3 0.0 0.0 31.0 Wall 4 0.0 0.0 39.0 Line B 3.5 0.015 0.0 7.0 Wall 1 26.0 26.0 0.0 Wall 2 26.0 26.0 11.5 Wall 3 26.0 25.0 27.0 Wall 4 26.0 25.0 35.0 Wall 5 26.0 22.0 38.0 8.1 14.5 14.5 0.015 0.0 11.0 5.0 8.1 8.5 8.5 0.015 5.0 11.0 0.0 8.1 6.0 6.0 0.015 0.0 11.0 6.0 8.1 7.0 7.0 0.015 6.0 11.0 0.0 8.1 3.5 3.5 0.015 0.0 1.0 8.0 8.1 3.5 3.5 0.015 8.0 1.0 0.0 8.1 3.0 3.0 0.015 0.0 1.0 5.0 8.1 3.0 3.0 0.015 5.0 1.0 0.0 8.1 7.0 7.0 0.015 0.0 11.0 6.0 8.1 7.0 7.0 0.015 6.0 11.0 0.0 9.0 4.5 4.5 0.015 0.0 7.0 5.0 9.0 6.0 6.0 0.015 5.0 7.0 0.0 9.0 6.0 6.0 0.015 0.0 7.0 2.0 9.0 25.0 25.0 0.015 2.0 11.0 0.0 9.0 3.5 3.5 0.015 0.0 7.0 8.0 9.0 3.5 3.5 0.015 8.0 7.0 0.0 9.0 3.0 3.0 0.015 0.0 6.0 5.0 9.0 3.0 3.0 0.015 5.0 6.0 0.0 9.0 8.0 8.0 0.015 0.0 11.0 16.0 z Z w 00 N O W= J H Cf)u- w 0 ua c d F-w zF- �- O wW U 0 CO. O �- w F- �. u- O .. Z U N. P _ O ~. z a t Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:38 File: 2470A2 Date : 07 -05 -2005 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 j (ft) (Ksf ) (Ksf ) (Ksf ) (ft) (Ksf ) i t I LINES Parallel to Y -Axis I Roof Level Lines 1 3 26.0 0.015 0.000 0.000 0.0 0.010 4.2 4.2 Level 1 j Lines 1 2 26.0 0.010 0.000 0.000 0.0 0.010 0 0 i Lines 2 i 3 26.0 0.010 0.000 0.000 0.0 0.010 3.8 3.8 i LINES Parallel to X -Axis Roof Level Lines A B 64.0 0.015 0.000 0.000 0.0 0.010 3 3 Level 1 Lines A B 64.0 0.010 0.000 0.000 0.0 0.010 3 3 i t I Designs Unlimited 3.1 0.0 -- -- Wall WOODCAD QLAT (Pro V4.0) Time : 11:27:38 2 0.0 0.087 0.000 File: 2470A2 3 0.0 Date : 07 -05 -2005 Wall 4 0.2 0.087 Page: 4 of 5 OUTPUT DATA - Shear Walls - -- and Holddown Forces ------------------ 0.116 - - - - -- - - -- Wall Line Shear 0.4 Wall Shear H Drag Force Holddowns 0.000 CSeis Wind 4 CSeis Wind - -- Lt Rt Left Rght 0.116 /1.4 Wall /1.4 0.0 W (K) (K) (K) (K) WALLS Parallel to Y -Axis Ln A 0.2 - --------------------------- -- Wall Story 2 0.0 0.101 0.000 Wall 2 0.0 0.101 0.000 Ln 1 3.6 0.0 0.101 0.000 Wall 4 0.0 0.101 Wall 1 0.0 0.155 0.000 0.4 0.4 0.0 -- -- Ln 3 3.6 0.0 2 0.200 0.000 Wall 3 Wall 1 0.000 0.162 0.000 0.4 0.0 0.5 -- -- Story 1 0.200 0.000 S- Support required beneath holddown # Adjusted per Table 2305.3.3 Ln 1 4.5 0.0 Wall 1 0.258 0.000 0.5 0.3 0.0 1.3 1.3 Ln 2 1.5 0.0 Wall 1 0.128 0.000 0.8 0.7 0.0 -- -- Ln 3 4.1 0.0 Wall 1 0.241 0.000 1.1 0.0 0.0 1.8 1.7 Wall 2 0.241 0.000 1.1 0.0 0.0 1.7 1.8 WALLS Parallel to X -Axis Story 2 Ln A 0.2 3.1 0.0 -- -- Wall 1 0.4 0.087 0.000 Wall 2 0.0 0.087 0.000 Wall 3 0.0 0.087 0.000 Wall 4 0.2 0.087 0.000 Ln B 0.0 3.1 0.0 0.7 0.8 Wall 1 0.3 0.116 0.000 Wall 2 0.4 0.116 0.000 Wall 3 0.0 0.116 0.000 Wall 4 0.0 0.116 0.000 Wall 5 0.0 0.116 0.000 Wall 6 0.0 0.116 0.000 Story 1 0.2 0.0 -- -- Ln A 0.2 4.2 0.0 -- -- Wall 1 0.0 0.101 0.000 Wall 2 0.0 0.101 0.000 Wall 3 0.0 0.101 0.000 Wall 4 0.0 0.101 0.000 Ln B 0.0 4.2 0.0 1.1 -- Wall 1 # #Adjusted 0.200 0.000 Wall 2 0.200 0.000 Wall 3 0.200 0.000 Wall 4 0.200 0.000 Wall 5 0.200 0.000 S- Support required beneath holddown # Adjusted per Table 2305.3.3 0.6 0.2 0.3 -- -- 1.0 0.0 0.4 -- -- 1.4 0.2 0.0 -- -- 1.2 0.3 0.0 -- -- 2.3* 0.0 0.2 0.8 0.7 2.3* 0.0 0.0 0.7 0.8 2.7* 0.5 0.3 0.8 0.8 2.7* 0.6 0.4 0.8 0.8 1.2 0.6 0.0 -- -- 1.2 0.5 0.0 -- -- 2.0 0.0 0.0 -- -- 1.5 0.0 0.0 -- -- 1.5 0.2 0.0 -- -- 0.4 0.2 0.0 -- -- 2.6* 0.0 0.0 2.4 2.1 2.6* 0.0 0.0 2.1 2.4 3.0* 0.0 0.0 1.6 1.5 3.0* 0.0 0.0 1.5 1.6 1.1 0.0 0.3 1.1 -- M-Manaul input of holddown # #Adjusted per 2306.4.1 z Z`, � aa 2 JV cU 0 Np W= J F... CO U-, w J c = w' z� �o z I- 2 �p . 0 - N � 1- w UJ H� �O .. z w 1= � O z Designs unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:38 File: 2470A2 Date : 07-05-2005 Page: 5 of 5 OUTPUT DATA Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force --- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL LINES Parallel to Y-Axis Roof Level Lines 1 3 2.5* 7.14 0.00 0.14 -0.14 0.00 0.00 2.2 .50 Level I Lines 1 2 1.5 1.90 0.00 0.04 -0.04 0.00 0.00 0.3 .50 Lines 2 3 1.0 1.05 0.00 0.02 -0.02 0.00 0.00 0.1 .50 0.3 0.1 .50 Z W 00 W U., W 15 u. cf) W: Z 0 ,z W W D C/)'; 0 WW O. Z co O Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27 :40 File: 2470A2 Date : 07 -05 -2005 Page: 1 * * * * * * * * ** Detailed Calculations * * * * * * * * ** WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height 8.1 SW Len 23.0 HD Len 23.0 Wt 0.015 Seismic Wind Wall Force: 3.571 0.000 OTM 30.999 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.348 RT -1.348 LT 0.000 RT 0.000 Res Moment: LT 30.689 RT 30.689 LT 24.190 RT 24.190 Holddown LT 0.014 RT 0.014 LT -1.052 RT -1.052 Story 2 Line 3 Wall 1 Height 8.1 SW Len 22.0 HD Len 22.0 Wt 0.015 Seismic Wind Wall Force: 3.571 0.000 OTM 30.909 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.405 RT -1.405 LT 0.000 RT 0.000 Res Moment: LT 28.078 RT 28.078 LT 22.132 RT 22.132 Holddown LT 0.129 RT 0.129 LT -1.006 RT -1.006 Story 1 Line 1 Wall 1 Height 9.0 SW Len 17.5 HD Len 17.5 Wt 0.015 Seismic Wind Wall Force: 4.521 0.000 OTM 42.636 0.000 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -2.436 RT -2.436 LT 0.000 RT 0.000 Res Moment: LT 18.873 RT 18.873 LT 14.876 RT 14.876 Holddown LT 1,358 RT 1.358 LT -0.850 RT -0.850 Story 1 Line 2 Wall 1 Height 9.0 SW Len 11.5 HD Len 11.5 Wt 0.015 Seismic Wind Wall Force: 1.475 0.000 OTM 14.555 0.000 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.266 RT -1.266 LT 0.000 RT 0.000 Res Moment: LT 8.150 RT 8.150 LT 6.424 RT 6.424 Holddown LT 0.557 RT 0.557 LT -0.559 RT -0.559 Story 1 Line 3 Wall 1 Height 9.0 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 2.048 0.000 OTM 19.379 0.000 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.025 LT 0.000 RT 0.025 Max Down LT -2.280 RT -2.305 LT 0.000 RT -0.025 Res Moment: LT 4.452 RT 4.633 LT 3.510 RT 3.652 Holddown LT 1.756 RT 1.735 LT -0.413 RT -0.430 z �w JU UO c J � CO U WO oC = cJ, z� !- O z �-- w U J Do U N . 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O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 2 WALLS Parallel to Y -Axis Story 1 Line 3 Wall 2 Height 9.0 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 2.048 0.000 OTM 19.379 0.000 Uniform DL: 0.010 0.010 Header DL LT 0.025 RT 0.000 LT 0.025 RT 0 000 Max Down LT -2.305 RT -2.280 LT -0.025 RT 0.000 Res Moment: LT 4.633 RT 4.452 LT 3.652 RT 3.510 j Holddown LT 1.735 RT 1.756 LT -0.430 RT -0.413 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 3 WALLS Parallel to X -Axis --------------------------- Story 2 Line A Wall 1 Height 8.1 SW Len 14.5 HD Len 14.5 Wt 0.015 Seismic Wind Wall Force: 1.256 0.000 OTM 11.485 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.412 LT 0.000 RT 0.412 Max Down LT -0.792 RT -1.205 LT 0.000 RT -0.412 Res Moment: LT 25.601 RT 30.685 LT 20.179 RT 24.187 Holddown LT -0.974 RT -1.324 LT -1.392 RT -1.668 Story 2 Line A Wall 2 Height 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 0.736 0.000 OTM 6.732 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.412 RT 0.000 LT 0.412 RT 0.000 Max Down LT -1.205 RT -0.792 LT -0.412 RT 0.000 Res Moment: LT 11.778 RT 8.797 LT 9.284 RT 6.934 Holddown LT -0.594 RT -0.243 LT -1.092 RT -0.816 Story 2 Line A Wall 3 Height 8.1 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.520 0.000 OTM 4.752 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.495 LT 0.000 RT 0.495 Max Down LT -0.792 RT -1.287 LT 0.000 RT -0.495 Res Moment: LT 4.383 RT 6.908 LT 3.455 RT 5.445 Holddown LT 0.061 RT -0.359 LT -0.576 RT -0.908 Story 2 Line A Wall 4 Height 8.1 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.607 0.000 OTM 5.544 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.495 RT 0.000 LT 0.495 RT 0.000 Max Down LT -1.287 RT -0.792 LT -0.495 RT 0.000 Res Moment: LT 8.912 RT 5.966 LT 7.024 RT 4.703 Holddown LT -0.481 RT -0.060 LT -1.003 RT -0.672 Story 2 Line H Wall 1 Height 8.1 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.404 0.000 OTM 3.591 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.060 LT 0.000 RT 0.060 Max Down LT -1.026 RT -1.086 LT 0.000 RT -0.060 Res Moment: LT 0.711 RT 0.889 LT 0.560 RT 0.701 Holddown LT 0.823 RT 0.772 LT -0.160 RT -0.200 0 z �Z '~ w � QQ 2. 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CO W W O u- CO D = �-W z� 1- O z t- w w U� O� o E- W W tL O z: U= O F- z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 11:27:40 File: 2470A2 Date 07 -05 -2005 Page: 4 WALLS Parallel to X -Axis Story 2 Line B Wall 2 Height 8.1 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic wind Wall Force: 0.404 0.000 OTM 3.591 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.060 RT 0.000 LT 0.060 RT 0.000 Max Down LT -1.086 RT -1.026 LT -0.060 RT 0.000 Res Moment: LT 0.889 RT 0.711 LT 0.701 RT 0.560 Holddown LT 0.772 RT 0.823 LT -0.200 RT -0.160 Story 2 Line B Wall 3 Height 8.1 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.347 0.000 OTM 3.078 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.038 LT 0.000 RT 0.038 Max Down LT -1.026 RT -1.063 LT 0.000 RT -0.038 Res Moment: LT 0.522 RT 0.618 LT 0.412 RT 0.487 Holddown LT 0.852 RT 0.820 LT -0.137 RT -0.162 Story 2 Line B Wall 4 Height 8.1 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.347 0.000 OTM 3.078 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.038 RT 0.000 LT 0.038 RT 0.000 Max Down LT -1.063 RT -1.026 LT -0.038 RT 0.000 Res Moment: LT 0.618 RT 0.522 LT 0.487 RT 0.412 Holddown LT 0.820 RT 0.852 LT -0.162 RT -0.137 Story 2 Line B Wall 5 Height 8.1 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.809 0.000 OTM 7.182 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.495 LT 0.000 RT 0.495 Max Down LT -1.026 RT -1.521 LT 0.000 RT -0.495 Res Moment: LT 5.966 RT 8.912 LT 4.703 RT 7.024 Holddown LT 0.174 RT -0.247 LT -0.672 RT -1.003 Story 2 Line B Wall 6 Height 8.1 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.809 0.000 OTM 7.182 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.495 RT 0.000 LT 0.495 RT 0.000 Max Down LT -1.521 RT -1.026 LT -0.495 RT 0.000 Res Moment: LT 8.912 RT 5..966 LT 7.024 RT 4.703 Holddown LT -0.247 RT 0.174 LT -1.003 RT -0.672 Z W p. 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N =w z �.. w 5 �p O� wW �U LL O ui z U N' p _ O �.. z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 5 WALLS Parallel to X -Axis - ---------- - - - - -- ---------------- - - - - -- Story 1 Line A Wall 1 Height 9.0 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.455 0.000 OTM 4.599 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.000 RT 0.175 LT 0.000 RT 0.175 Max Down LT -1.022 RT -1.197 LT 0.000 RT -0.175 Res Moment: LT 1.764 RT 2.434 LT 1.391 RT 1.918 Holddown LT 0.630 RT 0.481 LT -0.309 RT -0.426 Story 1 Line A Wall 2 Height 9.0 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.607 0.000 OTM 6.133 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.175 RT 0.000 LT 0.175 RT 0.000 Max Down LT -1.197 RT -1.022 LT -0.175 RT 0.000 Res Moment: LT 4.029 RT 3.136 LT 3.176 RT 2.472 Holddown LT 0.351 RT 0.499 LT -0.529 RT -0.412 Story 1 Line A Wall 3 Height 9.0 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.607 0.000 OTM 6.133 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.000 RT 0.070 LT 0.000 RT 0.070 Max Down LT -1.022 RT -1.092 LT 0.000 RT -0.070 Res Moment: LT 3.136 RT 3.493 LT 2.472 RT 2.754 Holddown LT 0.499 RT 0.440 LT -0.412 RT -0.459 Story 1 Line A Wall 4 Height 9.0 SW Len 25.0 HD Len 25.0 Wt 0.015 Seismic Wind Wall Force: 2.530 0.000 OTM 25.552 0.000 Uniform DL: 0.110 0.110 Header DL : LT 0.110 RT 0.000 LT 0.110 RT 0.000 Max Down LT -1.132 RT -1.022 LT -0.110 RT 0.000 Res Moment: LT 67.416 RT 65.078 LT 53.139 RT 51.297 Holddown LT -1.675 RT -1.581 LT -2.126 RT -2.052 Story 1 Line B Wall 1 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.700 0.000 OTM 6.689 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.000 RT 0.280 LT 0.000 RT 0.280 Max Down LT -1.911 RT -2.191 LT 0.000 RT -0.280 Res Moment: LT 1.067 RT 1.900 LT 0.841 RT 1.498 Holddown LT 1.606 RT 1.368 LT -0.240 RT -0.428 It z �w D 00 moo CO W J = H CO LL w O. La CI) = �w z� ►= O. z I- uJ 5 U� O N wW uO ui Z. U= ~ O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 6 WALLS Parallel to X -Axis Story 1 Line B Wall 2 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.700 0.000 OTM 6.689 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.280 RT 0.000 LT 0.280 RT 0.000 Max Down LT -2.191 RT -1.911 LT -0.280 RT 0.000 Res Moment: LT 1.900 RT 1.067 LT 1.498 RT 0.841 Holddown LT 1.368 RT 1.606 LT -0.428 RT -0.240 Story 1 Line B Wall 3 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.600 0.000 OTM 5.733 0.000 Uniform DL: 0.060 0.060 Header DL : LT 0.000 RT 0.150 LT 0.000 RT 0.150 Max Down LT -1.911 RT -2.061 LT 0.000 RT -0.150 Res Moment: LT 0.746 RT 1.128 LT 0.588 RT 0.889 I Holddown LT 1.662 RT 1.535 LT -0.196 RT -0.296 Story 1 Line B Wall 4 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.600 0.000 OTM 5.733 0.000 } Uniform DL: 0.060 0.060 ? Header DL : LT 0.150 RT 0.000 LT 0.150 RT 0.000 Max Down LT -2.061 RT -1.911 LT -0.150 RT 0.000 Res Moment: LT 1.128 RT 0.746 LT 0.889 RT 0.588 Holddown LT 1.535 RT 1.662 LT -0.296 RT -0.196 t 1 1 Story 1 Line B Wall 5 Height 9.0 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind i Wall Force: 1.600 0.000 OTM 15.289 0.000 Uniform DL: 0.110 0.110 Header DL : LT 0.000 RT 0.880 LT 0.000 RT 0.880 Max Down LT -1.911 RT -2.791 LT 0.000 RT -0.880 { Res Moment: LT 6.664 RT 12.648 LT 5.253 RT 9.970 Holddown I LT 1.078 RT 0.330 LT -0.657 RT -1.246 0 z �z �w aa JU 00 CO) 0, U) cn H . L w O 2� L L CI) d =w Z �. F- O z F- w U a f-- w I � LL Z Lu U= O z 1 i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:42 File: 2470A2 Date : 07 -05 -2005 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL 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 3 1 64.00 0.00 0.13 0.00 } } i 1 3 1 1 64.00 0.00 1.88 0.00 i j i i l . 4 Z Z'' W WI U O, W =' J 1- CO) LL w o.. 2� 95 LL j. d F .. w Z H-; Z O• W o N W - w Z r Designs Unlimited WOODCAD QLAT (Pro,V4.0) Time : 11:27:42 File: 2470A.2 Date : 07-05-2005 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD Story Line Wall ---- ---- ft ------- ------- ft ------- K ------- K 2 1 1 0.00 26.00 0.01 0.00 1 1 1 0.00 26.00 1.37 0.00 2 3 1 64.00 22.00 0.13 0.00 3 2 64.00 22.00 1.88 0.00 UJI 0 : W= 0 LL., - Uj 0' LL u) :3 T cy Z +_ 0; Z f-: LLI 2 =Y D a u : :0 W CY LL ~O, z­- , B 2 11.50 26.00 0.77 Designs Unlimited l B 2 WOODCAD QLAT (Pro V4.0) 26.00 Time : 11:27 :42 0.00 2. B File: 2470A2 44.00 Date : 07 -05 -2005 0.17 0.00 1 }} l 'j t , Page: 3 5 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL 0.00 k . i Walls Parallel to X axis LEFT END SETS WIND i X Y Lt Lt Dis Dis HD HD . 7 Story Line Wall ----- - - - - - - - - ft - - - - - - - - ft - - - - - - - K - - - - - - K - - - - - - - 2 A 3 45.00 0.00 0.06 0.00 2 B 1 0.00 26.00 0.82 0.00 l B 1 0.00 26.00 2.43 0.00 2 B 2 11.50 26.00 0.77 0.00 l B 2 11.50 26.00 2.14 0.00 2. B 5 44.00 22.00 0.17 0.00 1 }} l 'j t , B 5 38.00 22.00 1.12 0.00 { i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11 :27:42 File: 2470A2 Date : 07 -05 -2005 Page: 4 I SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL t Walls Parallel to X axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD Story Line Wall - -_ - -- ---- - - -- - - -- ft - - - - - -- - - ft - - - -- - K - - - - -- K - - - - - -- 9 � 1 A 3 37.00 0.00 0.20 0.00 2 B 1: 26.00 0.77 0.00 1 B 1 3.50 26.00 2.14 0.00 i 2 B 2 15.00 26.00 0.82 0.00 1 B 2 i s , is j.. 15.00 26.00 2.43 0.00 i .. s .. j .. f. J; r iS Z Z W. u� D UO W = cn ~ U., �O U_ = d: F-- _. Z� Z D p; O N: .W W. U- F O� li.l Z; U N O Z f: { REVIEWED FOR CODE COMPLIANCE AUG 16 2005 -- Ci Of Tukwila 3t JlLDTl`lG OTTISTON Racsm TUfJF KWltA J U L - 7 2005 PERMIT CENTER Dos- 2� P.O. Box 1007 PHONE: (253) 833.7967 AUIU WASHINGTON 98071 -1007 FAX: (253) 735.2867 SPEARS ENGINEERING & TECHNICAL SERVICES FRE COPY ? `i`r.'• r .•�t11L':ja ?, ..r,,� rl �;' 'y. '`•'" �4,•;.IX: rtir�r � n'l :�,;C3' {:rt? �•S{{ "�;f l • • �� ' ��,,' ,;.k!J��F� .rC ••i.. � �� : {;3!'�::�;.'..�: St'..� tj `J,tT: z iF W UO c') J = F. tU U. W 0; J' LL D cy = W Z F.. z o. W U 1 WW H U' lL Z. UN o z INSPECTION & T ESnNo SERVICES SPEARS GE oTECFI mENo1NEER1N0 C ONSTAMnON MATERIALS ENOINEENNO ENGINEERING & CONSMtWnON/PROJECT MANAGEMENT TECHNICAL S►ECWILNo IN ROADS & BRIDOE3 M V: //WWW.WLMSf W114F. RINO.COM/ SERVICES TA IE Of CONTENTS Titble Of CO rrtovTS 2 Su bsurs[Aa WMWi4AAON 3 hdrodudion: 3 Purpose: 3 Scope: 3 General: 3 Geology Of Area: 3 Climate Of Area: 3 PwGjEcT DEscopnon 4 Fidd ExpbwtTioN 4 General Notes 4 Drilling dt Sampling Procedures: 4 Laboratory Testing Program: 4 SubsuRbxE Conditions 4 General Notes: 4 Description Of Foundation Materials: s FGUNdATIOn DISCUSSION AM REcoMMENdA]ion5 5 General Notes: 3 Foundation Design Recommendations: S Slope Stability Modeling do Analysis: s Slope Recommendations: 6 ConommioN CoN9dEw►iiom b EuthwodL 6 Structural rural Fill: 6 Excavations: 7 Lateral Earth Pressures: 7 Floor Slab.on- Grade: 7 Groundwater Control: 7 Geoseismic Sating: 8 Liquefaction Potential: g Sut#taARy g GEoucktkA Ga*YA NoTES 9 Sail Property Symbols 9 Drilling And Sampling Symbols 9 Relative Density And Consistency Classification 9 Partide Size 9 SITE P6 widt Bottinc L:og LocATions 10 S LoWWN I I ayThric Slope ST,+Nk Amlos 12 Boliwc Loq # 1 13 Bola Loq # 13 ShE Mow # 1 14 S Ph oTo # 2 1 5 SITE Photo # 3 16 SITE Mow #4 17 P.O. Box 1007 PHONE: (253) 833 -7967 Report # 00001.037 AijwkN, WA5HINOTON 98071 - 1007 FAx: (253) 735 -2867 Page 2 of 17 z ;3: z Ili dd JU UO CO co LLJ J :c CO LL WO 2� U.Q N D =a �_ Z f.- H O z H W U� ON O !+ W LLl F- LL —0 .z W U =. O z ' INSPECTION & TESTINo S EsIvICEs ` GEOTECHNICAL EN GINEERING CONSTRUCTION MATERlAu ENOINEENNO CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEMSfNOINEERING.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES SUBSURFACE INVEACIATIUN Z � INTRODUcnom w This report presents the results of a soils exploration and foundation analysis for the proposed short plat at 16628 53` Avenue South in 2 Tukwila , Washington. This investigation was conducted for Mr. Gilbert Chin. Authorization to perform this exploration and analysis I L) was in the form of a verbal authorization to proceed from Mr. Chin. N 0 PURPOSE: J F- CO LL The purpose of this foundation exploration and analysis was to determine the various soil profile components, the engineering W O characteristics of the foundation materials and to provide criteria for use by the design engineers and architects in preparing or 2 verifying the suitability of the foundation design. 9 tod SCOPE: W The scope of the exploration and analysis included a review of geological maps of the area and a review of geologic and related Z = _ t— literature; a reconnaissance of the immediate site; the subsurface exploration; field and laboratory testing; and an engineering analysis H O and evaluation of the foundation materials. W � 25 We were not requested to provide an Environmental Site Assessment for this property Any comments concerning onsite conditions U 0 0 and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not O intended to describe, quantify or evaluate any environmental concern or situation. 0 1�- W T-U G ENERAL: 6 0 The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a w Z �? reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report v should be brought to the attention of the soils engineer so that he. may determine if changes in the foundation recommendations are 0 H required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the Z attention of the soils engineer. The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed This report has been prepared for the exclusive use of Mr. Gilbert Chin and his retained design consultants. The findings and recommendations within this report are for specific application to the proposed project. All recommendations are according to generally accepted soils and foundation engineering practices. G EOLOGY OF AREA: The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Arents of the Alderwood association of soils. These soils have been so disturbed from urban development that they can no longer be classified as Alderwood series. Permeability in the upper soils in this area is moderately rapid and the erosion hazard is low. CU MATE OF AREA: The climate of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of an annual precipitation of 45 to 55 inches per year, and a mean annual temperature of 50'F with a frost free season of about 200 days per year. P.O. Box 1007 PHONE (2531833-7967 Report # 00001 -037 Aueum, WASHINGTON 9 807 1 -1 007 FAx: (2531735-2867 Page 3 of 17 $ TESTING SERVICES SPEARS GE OMHNICAL ENGINEERING VS INS PECTION C oNsnucnoN MATERIALS ENGINEERING ENGINEERING & CONsT RucnoN/PROJECT MANAGEMENT SPECV►uLNG IN ROADS & BRIDGES TECHNICAL HM ://WWW.SPEAMfNGINEEIUNG.COM/ S ERVICES PROJECT DESCRipTiON The purpose of this section is to enumerate details of the proposed structures. The following information was provided by the owner. The site is currently a single family residence which the owner is in the process of short platting into 5 single family residential lots. Conventional spread footings and slab -on -grade floors are contemplated Differential settlements are limited to % inch. The site of the proposed short plat upon which this soils exploration has been made is located at 16628 53°' Ave South in Tukwila, Washington. The site topography consists of a terraced site with a slope towards the east. There is a drop of 25 -30 from the west property line to the east property line. The site drainage consists of normal runoff infiltration. The site vegetation consist of a maintained residential yard with some fruit trees and then blackberry bushes along the east '/, of the site. East of the property the hillside drops down to Interstate 5 with a steep slope profile. It is our understanding that the proposed lots be on city sewer for both storm and sanitary sewers. Therefore, we did not perform any percolation tests for the site. FIdd FJ(P[ORATION GENERAL NOTES: The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site, excavating the test boring, performing field penetrometer and vane shear tests and recovering disturbed grab samples. A total of two test borings were placed on the site. The test borings were advanced to 6 feet below the existing ground surface. The test borings was located by the field crew as shown on the site plan. A site plan supplied by the owner was used to locate the proposed building orientation and position the excavations. The test borings were located by the field technician by means of normal taping and pacing procedures and are presumed to be accurate to within a few feet. After completion, the test borings was backfilled with excavated soils and the site cleaned and leveled as required DRILLING & SAMPLING PROCEDURES: The soil boring was performed with a conventional hand auger. Representative samples were obtained from the borings. The samples obtained by this procedure were classified in the field by a soils technician, identified according to test boring number and depth, placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. UsORATORY TESTING PROGRAM: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structures. The laboratory testing program included supplementary visual classification and water content determinations on all samples. In addition, selected samples were subjected to Atterburg Limits Tests - ASTM designation D4318, and Grain Size Analysis - ASTM designation C -117, C -136. All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found on the accompanying Logs located in the Appendix. SUbSURfACE CON(IITIONS GENERAL NOTES: The types of foundation materials encountered have been visually classified and are described in detail on the test boring logs provided in the Appendix. The results of the field penetrometer and vane shear tests, moisture contents and other laboratory tests are presented on the logs. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. P.O. Box I o07 PHONE: (253) 833 -7967 Report # 00001 -037 AU BURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 4 of 17 Z z W UO CJ) 0 N LL, WO �Q Nd = to t= O zR U� O N 0 H 111 W u O Z U= F- Z INSPECTION & TESTING SERVICES SPEARS GEOTECHNICAL ENGINEERING CONSTRUMONMATER1AMENGINEERING ENGINEERING & CONSTRUCflON/PROUEcr MANAGEMENT SPECIAUZING IN ROADS & BIUDGES TECHNICAL HM: / /WWW.SKARS-ENGINEEI UNG.COM/ SERVICES DESCRIPTION OF FOUNDATION MATERIALS: The surface of the proposed construction site is covered with 6 to 12 inches of topsoil that should be removed prior to the start of any due to the high these Light Z construction compressibility of soils. brown gravelly silty sand to sandy gravel with silt was encountered 2 beneath the existing topsoil and extended to about 3 to 4 feet. Beneath this we encountered a very dense glacial till that extended to '~ w depths beyond the scope of this investigation JU Lines of demarcation represent the approximate boundary between the soil types, but the transition may be gradual. It is to be noted to 0 that, whereas the test borings ere laced and sampled gs p p by an experienced technician, it is sometimes difficult to record changes in y w strati5cation within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and _ 1— clean soil fills. It is recommended that the to not to be used for estimating ties due to hi interpretive logs g quanti ' highly inte relive results. u� u- 0 F oMdATION DISCUSSION ANd R ECOMMEN&TIONS D I Cl) = GENERAL NOTES: H w _ Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled ? f" in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain Z O0 r stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. UJ ' The allowable Settlement is usually exceeded before bearing capacity considerations became important; thus, the allowable bearing pressure is normally controlled by settlement considerations. U � O -- Considering the subsurface conditions and the proposed construction, it is recommended that the structures be founded upon 0 H W conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design = I and construction recommendations are observed u ~ Z FOUNDATION DESIGN RECOMMENDATIONS: U On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the p following guidelines be used for the net allowable soils bearing capacity. Z All drainage must be directed away from the slope to the east of the property. Any roof drains and catch basins should be tight -lined into the existing storm sewer system. Net Allowable Footing ASTM D 1557 Soils Bearing Depth Subgrade Compaction Capacity 18 inches Firm & Unyielding 2,5001bs/fL The footings should be proportioned to meet the stated bearing capacity and/or the Uniform Building Mode 1994 minimum requirements. Total settlement should be limited to 1 inch total with differential settlement of /, inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over - excavation and bacldlling with at least 2 feet of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. SLOPE STABILITY MODELING & ANALYSIS: Slopes may fail by a number of mechanisms, depending on the nature of the soil involved and the arrangement of natural earth materials at the site in question slope failures occur because forces tending to cause instability exceed those tending to resist it. Generally, the driving forces are represented by a component of soil weight down slope, and the resisting forces are represented by the soil strength acting in the opposite direction. The factor of safety (FS) of the slope is expressed as the ratio of the resisting forces or "moments" to the driving forces or "moments ". When the FS is 1 or less, the slope must fail. when the FS exceeds 1, the slope is theoretically stable. When estimating the FS for the slopes encountered, we considered the following types of information: P.O. Box 1007 PHONE (253) 833.7967 Report # 00001 -037 AusuRN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Pago 5 of 17 • INSPECTION & TEsnNo SERVICES GEOTECHNLCJAL. ENOINEERINO CONSTRUCTION MATERIALS ENOINEERINO CONSTRucnoN/PRW ECT MANAGEMENT SPECLAUMNO IN ROADS do BRLDOES HTTP: / /WW W.SPEARS ENOINEEPJNG.COM/ 1) The soil and water profiles. 2) The kinematics of the potential slope failure. 3) The strength and weight of the soil. 4) The proposed slope geometry. 5) Static and seismic (dynamic) loading conditions. SPEARS ENGINEERING & TECHNICAL SERVICES The site was modeled using Geo-Slope's Slope/W program (version 4) and we have included the dynamic (seismic) loading of the model later in this report. The native soils were modeled using 1201bs. /fl unit weight with a phi angle of 34° and no cohesion. A ground acceleration of 0.20g's was used in both the vertical and horizontal direction for the dynamic loading conditions. We have calculated various "worst case" scenarios and have found that the site shows no indications of any deep seated instability of the slope under either static or dynamic loading conditions. There are indications however that the existing slope to the east of the property may have some slight shallow surface slides under dynamic loading conditions. We would expect over time that there may be small surface failures on this area of the slope as it drops down to Interstate 5. SLOPE RECOMMENDATIONS: We recommend that the proposed structures be built using a minimum setback of 35 feet from the top of the slope at the east property line. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed into the existing storm drainage system. Any drain fields should be setback a minimum of 100 feet from the top of the slope at the east property line. The important item for maintaining the slope stability on the site is to minimis or completely eliminate any drainage that would saturate the slope to the east of the property. The terracing that is on the project site should be maintained and it may be necessary to reinforce the terracing with rockeries or segmental block retaining walls. CONSTRUCTION CONSICIERATIONS EARTHWORK: Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6-12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgrade conditions (i.e., moisture content) and the placement & compaction of new fill (if required) should be maintained by a representative of the soils engineer. The recommendations for structural fill presented within this report, can be utilized to minimiT the volume changes and differential settlements that are detrimental to the behavior of footings, and floor slabs. Enough density tests should be taken to monitor proper compaction. For structural fill beneath building structures one in -place density test per lift for every 1,000 square feet is recommended. In parking and driveway areas this can be increased to two tests per lift for every 1,000 square feet. Excavation equipment may disturb the bearing soils and loose pockets can occur at the bearing level that were not disclosed by the soils borings. For this reason, it is recommended that the bottoms of the excavations be compacted in -place by vibratory compactors. The upper 12 inches should be recompacted to achieve an in -place density of not less than 95% of the maximum dry density as determined by ASTM D -1557. STRUCTURAL FILL: Structural fill should consist of a 3 inch minus select, clean, granular soil with no more than 5 % fines (4200). The fill should be placed in lifts not to exceed 12 inches in thickness. Each layer of structural fill should be compacted to a minimum density of 95 % of the maximum dry density as determined by ASTM designation D -1557. For structural fill below footings, the area of the compacted bacldill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. If i t is elected to utilize a compacted backfill for the support of foundations, the subgmde P.O. Box 1007 PHONE (253) 833.7967 Report # 00001 -037 AU BURN, WASHNOTON 9 8071 -1 007 FAX: (253) 735.2867 Page 6 of 17 Z J_ Z �w 00 CO Cl) Cl Nu- w �QQ LL = � =w Z t— ZO 2� U O� wW O w Z U= O Z WspEcION & TESTING SERVICES SPEARS GEOTECHNICAL E NGINEERING CONSTRucnoNMATEwAuENGINEERINO ENGINEERING & C ONSTRU m ON/PROJECT MANAG S ►ECIAUZJNG IN ROADS & BRIDGES T ECHNICAL wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a Hm: //WWW.WEARS ENOINEERINO.COM/ SERVICES preparation and the placing of the backfill should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. Z The use of on site soils as structural fill is recommended provided that placement and compaction of these soils is feasible (during the W wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a M long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort U difficult to control. v O N EXCAVATIONS: Shallow excavations required for construction of foundations that do not exceed four feet in rea depth may constructed with side slopes u W O approaching vertical. Below this depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. u- co d Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted H W according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from Z H these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe worldng conditions is O the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and ♦-- equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, W g = state and federal requirements. U p �. O LATERAL EARTH PRESSURES: W W Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand �? and vel mixtures that are fine draining are recommended for backfillin walls Bra g g greater than four feet tall. There are below grade �- 0 O retaining walls or walls designed for retaining earthen fills on this project. The following values may be used for this site. Z til UN Active Earth Pressure: 30 lbs. /f?/ft depth F- Passive Earth Pressure: 400 lbs.W /ft depth Z FLOOR SLAB -ON- GRADE: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed. The subgrade should then be proof rolled to confirm that the subgrade contains no soft or deflecting areas. Areas of excessive yielding should be excavated and backfilled with structural fill. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95% of the maxim dry density as determined by ASTM designation D -1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickmess and properly compacted The mat should consist of sand or a sand and gravel mixture with non - plastic fines. The material should all pass a 3 /+ inch sieve and should contain less than ten percent passing the #200 sieve. GROUNDWATER CONTROL: Groundwater was not encountered at the time the field exploration was conducted Groundwater is not expected to cause any difficulties during construction of this project. It is recommended that runoff caused by wet weather be directed away from all open excavations. The on site silty soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 AU BURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 7 of 17 IN SPECnON & T E=NO SERVICES GEONCHNICAI ENOINEENNO SPEARS ' Cc*4= CnCIN MAnwu ENOINEERINO ENGINEERING & Cc*i=uCnoN /P=Ea MANAOEMEW TECHNICAL SPECWM?40 RO ADS & BwoOEs Hm //Www. SMMSENOINEEIUNG.COM/ SERVICES GEOSEISMIC SETTING: Z Q This project site is located within a "Zone 3 Area" as per the 1997 edition of the Uniform Building Code. All building structures on ; z this project should be designed as per the U.B.C. Requirement for such a seismic classification. Additionally the on -site soils should 2 be classified as type SD per the 1997 U.B.C. Table 16 -J. These types of soils have a shear wave velocity in the range of 600 to 1,200 t� v ft/sec and an undrained shear strength of 1,000 -2,000 psf with blow counts in the range of 15 -50 blows per foot. The following may 00 be used for the seismic coefficients. co 0 W= Seismic Coefficient Z-0.3 C. 0.36 N LL W O C, 0.54 Q LIQUEFACTION POTENTIAL: C/) D In our review we found no evidence of liquefaction of the soils in the immediate area. Additionally, with the type of soils found on = w the site, it is considered that the site has little to no susceptibility to liquefaction of the native soils. Z H H O SUMMARY Z t— WW D `, CO. o When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to = W submit supplementary recommendations. It is recommended that the services of a qualified soils engineering firm be engaged to test }" and evaluate the soils in the footing excavations before placing concrete to determine that the soils meet the compaction requirements. LL Z Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly W m placed and compacted. V = b t- Z P.O. Box 1007 PHONE (253) 833.7967 Report # 00001 -037 Audum, W ASIi1NOTON 98071 -1007 FAX: (253) 735 -2867 Page 8 of 17 j. SEA I NSPECTION & TEmNo SERVICES GEOTECHNICAL EN oINEENNO C ONSTRuCnON MATENALS EN GINEENNO CONSTRucnoN/PP=Ecr MANAGEMENT S PECLAUZINO IN ROADS & dNDOES tw: / /WWW.WE03 fNOINEEIUNG.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES GEOTECIiNICAL GENERAL NOTES SOIL PROPERTY SYMBOLS N: Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split spoon. Q.: Unconfined compressive strength, tons/ft %., Penetrometer value, unconfined compressive strength, lbs/ft V: Vane value, ultimate shearing strength, lbs/ft M: Water content, % LL: Liquid limit, % PL Plasticity index, % D: Natural dry density, lbs/fts WT: Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: Split -Spoon - 13/8" 1.D., 2" O.D., except where noted. ST: Shelby Tube - 3" O.D., except where noted AU: Auger Sample. GB: Grab Sample. DB: Diamond Bit. CB: Carbide Bit. WS: Washed Sample, RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Terms (Non - Cohesive Soils) Very Loose Loose Slightly Compact Medium Dense Very Dense Terms (Cohesive Soils) Very Soft Soft Firm (Medium) Stiff Very Stiff Hard PARTICLE SIZE Standard Penetration Resistance 0 -2 2 -4 4 -8 8 -16 16-26 Over 26 Boulders 8 in. + Coarse Sand Cobbles 8 in. - 3 in. Medium Sand Gravel 3 in. - 5 mm fine Sand Q. - (tons/ft 0 - .0.25 0.25-0.50 0.50-1.00 1.00-2.00 2.00-4.00 4.00+ 5 mm - 0.6 mm Silts 0.6 mm - 0.2 mm Clays 0.2 mm - 0.074 mm 0.074 mm - 0.005 mm 0.005 mm 8t Smaller P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001.037 Autum, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 9 of 17 z i� u � J U. U O m 0 w W. J � Lo w w O U. co Z d; I.. W Z ZO w U� O N .O H WW LLO LLJ z: U =. O ~. z INSPECTION $ TESTING SERVICES GE OTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W.SPEAJ S- ENGINEERING.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES SITE PIAN WITIi BORINCi LOCH LOCATIONS 53RD ''AVC-. � a. S. \ Boring #2 I� ' CA - -k• v .�. u:�;_v ... - . '� . I cif • , p r' ( t N'cros'se• c oa�i�� � �\ � �m� � (�. ._:p ~, -- - -� ��• ,,; -..- -. - -may - NI I+at•arg r 16!49 — P.O. BOX 1007 PHONE (253) 833 -7967 Report # 00001.037 AueuRN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 10 of 17 z Z �w aa JU 00 N O w J H to LL w 0 I CY =w z ' WO w U ON O F-- =w I-- LL o w � U O z INSPECTION & TESTIN0 SERVICES GEOTECHNICAL EN GINEERING CONSTRUCTION MATERIALS EN GINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZINO IN ROADS $ BRIDGES HTTP:/ /W W W.SPEARS- ENGtNEE;UNG.COM/ SITE LOCATION SPEARS ENGINEERING & TECHNICAL SERVICES P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735.2867 Page 1 1 of 17 z z �W .JI U . UO Cl) J� N LL W U - in D �W Z H Z� LLJ 25 U O N. Cl H WW H� u. O z W U =: O z Project Site S E P INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERms ENGINEERING CONSTRUCTION f PRRCUECT MANAGEMENT SPECIALIZING IN ROADS & B RIDGES MP: //W WW.SPEkLWNGINEEIUNO.COM/ SPEARS ENGINEERING & T ECHNICAL. SERVICES DYNAMIC SIOPE STAbl1liy ANA1ySIS E%8 1.940 1.636 1.829 1.964 1.860 1.728 1.441 1.313 1.222 1.236 1.224 1.276 E998 0 1.912 0 1.830 0 1.834 0 1.976 0 .688 .717 J .394 * 1,2b4/ .222 .236 .221 .278 E998 1.885 1.832 1.843 1.985 1.892 1.700/ 1.337 1.258 1.219 1.234 1.218 1.277 , 2.216 1.857 1.847 1.854 1.996 1.900 1.67 1.262] ter 1.232 1.215 1.231 1.214 1.276 " 173 .831 .6e .866 a 009 .908 .668 .376 �� X 1.222 + 1.248 .228 .261 .275 2.1 1.809 1.864 1.867 2 1 1.913 1.62 1.339 1.223 1.245 1.225 1.259 1275 1 ..795 .869 .866 & 1 .921 .. .296 .222 .243 1221 .257 0 .275 007 1.802 1.874 1.98?! 2 1.93 i 478 1.259 1216 1.240 1.216 1.253 1.289 1 .. i .933 1843 .881 077 1.506 .228 - .238 :26D % .249 �E9. 96 1.847 1.867 1.891 000 2.091 1.93 1.458 1.225 1. 1.232 1.259% 1.243 E995 1.744 1.876 1905 . 2028 2098 1. 1.399 1227 1. 1.228 12; 7 1234 E996 53rd Ave S 1 .620 .891 1.928 / Z059 2 103 .334 ..711 .219 PU 1.218 1995 310 .1.682� .920 0 1. 9 1 /0 . . • . . . . . 2111 2114 1.91M 1.269 1.321 1.250 1.299 1. --- 0 1.381 6995 300 260 Description: Wait' Chin Short Piat site Comments: 16628 53rd Avenue S. 260 Anal Method: Morgenstern-Price c 240 Direction of Slip Movement Left to Right p - us � 22D -- - Description: Alderwood Aren1S Slip Surface Option: Grid and Radius d SoiiMode4a -Mir- Coulomb P.W.P. Option: Piezometric Lines / Ru 200 Unit Weight 120 Seismic Coefficient Horizontal and Vertical ,so Phi: 34 �:. �. ` 1-5 4 I 140 ry� 1� 1 20 0 50 1o0 150 200 250 300 350 400 450 500 550 600 Distance The slope analysis above includes ground acceleration of 0.20g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with a factor of safety which is 1.248 indicating that the section is stable under severe seismic conditions. Analysis was performed using Geo- Slope's Slope/W program (version 4). The analysis process examines slope stability using the method of slices procedure for determining slope stability (safety factor must be greater than 1.0). We reviewed the slope stability using the Ordinary, Bishop, 7anbu, and Morgenstern -Price methods for slope stability. The minimum factor of safety in the analysis was 1.214. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 AU BURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 12 of 17 Z z� ' w W JI 0 UO W N LI-• WO L N = W Z �- ZO 5 0 to 0 t- WW HL) u- - 0 .. Z W 0) F= _ O Z ' 4 i SE IN SPECTION & Tmmo SERVICES GEOTECHNICAL ENOINEERINO CONSTRUCTION MATERIALS E NOINEENNO CONSTRUCTION/PROJECT MANAOEMENT SPECIAnNO IN ROADS & B RIDOES HIT /: //WW W.SPEARSENOINEEIUNG.COM/ BORING', LOC # 1 SPEARS ENGINEERING & TECHNICAL SERVICES File #: 00001 -037 Client: Gilbert thin Depth Drilled: 6 feet %M Qp % -'/4" Date: 9/23/00 6.7% 1.5 94% Boring Log M 1 . ......... ....................:.......... ., .. Boring7ype: Hand Auger Depth Field Change (Ft) Description in Soils 1.0 Topsoil 2.0 Silty Sand wGravel 3 .• 0 ...... . 4.0 5.0 Dense Till 6.0. ...:.... end Boring ................. File #: 00001 -037 Client: Gilbert thin Depth Drilled: 6 feet %M Qp % -'/4" %44 %4200 Comments 6.7% 1.5 94% 71% 11% AU, some organics, dry . ......... ....................:.......... ., .. light Brown, medium dense ................. ....... 9.1'/0 2.5 92% 58% 13% ;AU, dark browns, dry, .... ... ....... :. ....... .. ... ... ..... .. ........... ... ...... ............. ......... homogenous, very dense BORING LOCH #2 File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 feet %M Qp % %44 %4200 Comments 7.8% 1.5 98% 88% 14% AU, some organics, dry light Brown, medium dense 8.9% 2.0 95% 67% 15% AU, dark brown, dry, homogenous, very dense z " w tY g �U UO to Cl F- LL WO U. CO ?. C%: H =. z �— z0 �5 U� O N t] t— wW �O w Z. U =� O z Date: 9/23/00 Boring Leg #-. 2 Boring Type: Hand Auger Depth Field Change (Ft) Description in Soils 1.0 ...................... Topsoil 2.0 My Send wGravel 3.0 4.0 5.0 Dense Till 6.0 end Boring File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 feet %M Qp % %44 %4200 Comments 7.8% 1.5 98% 88% 14% AU, some organics, dry light Brown, medium dense 8.9% 2.0 95% 67% 15% AU, dark brown, dry, homogenous, very dense z " w tY g �U UO to Cl F- LL WO U. CO ?. C%: H =. z �— z0 �5 U� O N t] t— wW �O w Z. U =� O z INSPECTION & TESTING SERVICES GE OTECHNICAL ENOINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZINO IN ROADS do BRIDGES "TTP: / /WW W.SPEARS-ENGINEEPJNG.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES SITE PI10T0 # I This photo was taken looking south along the west property line of the site. In this photo you can see the sloped terrace and rockery on the west side of the property. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 Au eu RN, WASHINGTON 98071.1007 FAx: (253) 735 -2867 Page 14 of 17 z D JU UO TN a J H CO W WO L_ (4) =) = W 1- _ Z F- t- O z }- W UJ D0 U O� Ww H� LL O .. z W U= O z 17 t. t:.. . }'. L'.• �• ;�•:►. {i'�j;pv:_:h'= .•r.:r�ti: 't.f , '.? • ♦. .`'r a• • 1•.;1 j, ,.•.•••,% - .�`� vt•�,��1•C SSt�t'�, �.'�L •�S :♦ ;` ��' .y `. ♦` .', •, j � � � . • •�. 'fir INSPECTION & TESTING SERVICES GEOTECHNICAI ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP : / /WWW.SPEARSENOINEEPJNG.COM/ SITE PHO # 3 P.O. Box 1007 PHONE: (253) 833.7967 Report # 00001.037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735.2867 Page 16 of 17 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking west from the east side about 50 feet west of east property line. Here you can see the terracing in the back yard area. z ~ w JU UO CO -J_ (D LL W U = W i- _ Z F- F- O z I•- W �p U O� p F- WW F- LL O z W U= O z t E t. 'ilillliv, NOW ;r_� �, r lt, ✓�1�! Z �'.. �'' r t a l fA. �• y. • �L ��i ��f . ' �� .• '� / .' ". `C � �? te r ' -. . ' �. 't � I \I ' •�• � 4 t •�• Il k 0 11 Kv li I A I 'rte - 41 9 , _ Q •4 , y •� •• 1 ,1, z ,' i O . Z n. 'N m ,0 "n n =, m rn. =� v c, c� rnm -•a z o -1 =z rn� 'c N , -n Ir ,; m m u C) N '00 cT m X . ,zi D . z t C,VN t �\ SPEARS ENGINEERING & TECHNICAL SERVICES i i . i i t! _i :, .••ly. • . ' :;. ' r �''�' ' • • , } j tr; 1 t ti�z 1 II '1. �t +'••' '•• ... � i P.O, Box 1007 PHONE (253) 833.7967 Ausum, WASHINGTON 98071 -1007 F NE : (253) 735.2867 CITY OF TUKWILA - BUILDING DIVISION Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition '�!"� Climate Zone 1)` -- _ Site Information( ,� r Lot: 511x Pi-7 * LC 3 " 070 Address: 10 6 06 5 0 A Ve S. city: Tv Kw'% A State: W A Zip: 18/8 Contact:. - g f n 9 01(i h S Phone: J kS3 -9 Phone 2: ZO 6 36 3 - I l 3 0 Fax: A53 F Building Department Use Only Permit #: Notes: Table 6-1 PRESCRIPTIVE REQUIREMENTS ° ' r FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Unlimited Glazine Option Onl Option Glazing Area Glazin U- Factor Door U- Ceiling Vaulted Wall Above Wall int Wall Ext Floor Slab On of Floor Vertical Overhead" factor Ceiling Grade Below Below Grade Grade Grade itI Unlimited Group R -3 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Occupancy Onl See the code text for footnote references This project complies with the following: FIECE1YED ✓ The project is a single family residence or duplex. CITY OF TUKWILA ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. J U L - 7 2005 ✓ All building components meet the requirements listed in Table 6 -1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. PERMIT CENTER The project will take advantage of the following exceptions to the prescriptive option: 0 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception 0 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option II I only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program Prescriptive - Simple Form - Climate Zone 1 7/26/2004 W Z z ~. '~ w u� D JU UO 0 W= H TLL WO U.Q !2 D = a �W Z ZO W W U� ON 0 F- W H5 U O . .• Z W U= O Z X05-232 See the code text for footnote references This project complies with the following: FIECE1YED ✓ The project is a single family residence or duplex. CITY OF TUKWILA ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. J U L - 7 2005 ✓ All building components meet the requirements listed in Table 6 -1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. PERMIT CENTER The project will take advantage of the following exceptions to the prescriptive option: 0 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception 0 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option II I only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program Prescriptive - Simple Form - Climate Zone 1 7/26/2004 W Z z ~. '~ w u� D JU UO 0 W= H TLL WO U.Q !2 D = a �W Z ZO W W U� ON 0 F- W H5 U O . .• Z W U= O Z X05-232 r' Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 1 Select One Option e 4 Cond/t/oned Floor Area Glazing Area Area Weighted Feet? U- Factor Vertical Glazing Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Glazing To Floor Area Ratio Glazing Area Total / Conditioned Floor Area 602.7.2 Exception Ratio 802.7,2 Glazing Area Total / Condrt one oor Area, not to exceed 1 % TABLE 6-1 PRESCRIPTIVE REQUIREMENTS* FOR GROUP R OCCUPANCY CLIMATE ZONE 1 See code text for footnote references Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 1 of 3 L Z iF Z W UO C O 0. J H Co LL WO J tL ?. to 3 = W Z F-. t-- O Z F- W UJ �p U O N WW U_ O Z UN F- _ O ~, Z Glazin�q Glazin U- Factor Watl �2 Wall* Wally b Slab' OpUon Area , Door ° Cellln 2 g Vaulted Above int ext` Floor} on % of Floor Vertical Overhead" U- Factor Celling Grade Below Below Grade Grade Grade I. 12 %S 0.35 0.58 0.20 R•38 R -30 R15 R -15 R -10 R -30 R -10 II.* 15: 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 II. 25% 0.40 0.58 0.20 R -38 R -30i R 21 > R -15 R -10 R -30: R -10 Group R -1 U -0.031 U -0.034 U -0,060 U -0.029 and R -2 Occupancies Only V. Unlimited 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R•10 R -30 R -10 Group R -3 and R-4 Occupancies Only Y. Unlimited 0.35 0.58 0.20 R -38.' R-30.; R -21 i R -15 R -10 R -30: F -10 Group R -1 U -0.031 U -0.034 U -0.060 U -0.029 and R -2 Occupancies Onl • See code text for footnote references Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 1 of 3 L Z iF Z W UO C O 0. J H Co LL WO J tL ?. to 3 = W Z F-. t-- O Z F- W UJ �p U O N WW U_ O Z UN F- _ O ~, Z f Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1104 Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U Glazed Qt. Feet l " c ' Feet inch Area Area UA U A =UXA One Exempt Door, If 24 Square Feet or Less. 1 Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area i Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component Glazing Width Height Glazing r r I 1 i i ID Description Ref. U U tat. r-eet r-eet Sum of Area and UA Area Weighted U = UA/Area Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) Area UA L A =UXA 7/28/2004 2 of 3 Z Z Q � lu1 W U0 CO W= J CO W WO U . CO D = a �W Z F- F- O Z F-, W U� O =W �U u' O W Z U CO H� O Z . S Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 0 f 1' 1 i l Overhead Glazing Plan Component Glazing Width Height ,t. Feet "—' Feet t "`" Area UA ���Iptlon Ref. M11 Section 602.7.2 Exception Plan Component ID Description Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet i " Feet inch Sum of Area and Area X3 Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) A =UXA Area Area X3 7/28/2004 3 of 3 a ZZ SZ WD UO ' CO O W= CO LL W O 9: W Q CO = C'! W H Z �. � Z Dp O CO 0 F- W UJ O .. Z W U N. O Z �IILA w Cit v Tukwila Steven M. Mullet, Mayor -J_ f W J "' �' `••. Department of Community Development Steve Lancaster, Director . 1908 09 -05 -2006 BRENT ROLLINS PO BOX 951 SUMNER WA 98390 RE: Permit No. D05 -232 16616 53 AV S TUKW Dear Permit Holder: In. reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building. Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building, or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or: final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. j If such determination is made, the Building Code does allow the Building Official to approve one or, more extensions of time for i additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/09/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e r arshall, Permit hnician xc: Permit File No. D05.232 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 -431 -3670 Fax. 206. 431 -3665 li Z ;�- Z u� D J U UO NO W= J �— C')LL W O. �a co) = F— W ' Z M 1-- O Z F—. W U O N. � h— WW U �O .. Z W U COY' F= _ O F- Z Cornerstone 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Geotechnical, Inc Phone: 425.8441977 Fax: 425.8441987 s April 6, 2006 Mr. Andrew Goble Tritec Homes P.O. Box 951 Sumner, Washington 98390 Geotechnical Summary Letter Lots B, C, D, and E 16628 — 53` Avenue South Tukwila, Washington CG File No. 1853 REC F1VED APR 0 1 20 col"AM UNIT T DEVELO Dear Mr. Goble: This letter summarizes our geotechnical construction observations for Lots B, C, D, and E at your residential development located at 16628 — 53` Avenue South in Tukwila, Washington. For our use in preparing this letter, we have been provided with a Geotechnical Report prepared by Spears Engineering & Technical Services. This report was undated, but included explorations dated September 23, 2000, and a building setback recommendation of 35 feet from the steep slope located to the east of the project site. We understand that the City of Tukwila requires an evaluation for slopes greater than 20 percent at the site. We provided geotechnical construction observation services on a part-time basis from August 30 through October 11, 2005. Our observations have been documented in Field Reports 1 through 6. During our site visits, we evaluated the foundation subgrades for the residences at Lots B, C, D, and E. We returned to the site on April 5, 2006, to observe conditions. We observed that the four residences have been substantially completed. Landscaping, including grass sod, bark dust, and shrubbery was being installed around the residences. Based on our observations, it is our opinion that the above described geotechnical aspects of construction have been completed in general accordance with our recommendations. It is also our opinion that the risk posed to the residences at Lots B, C, D, and E by the 5H:1 V (20 %) to Z — Z � JU UO CO U co w J = CO U_ WO Ei U. Q co d =w Z ZO w U� O N o F-: W ui U- Z ui U= O Z Lots B, C, D, and E 16628 — 53' Avenue South Tukwila, Washington April 6, 2006 CG File No. 1853 Page 2 2H:1 V slopes at the site is minimal. We observed that the setback from the steep slope east of the site, as recommended by the Spears report, is satisfied. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our services have been completed in accordance with generally accepted practices followed in this region at the time this letter was prepared. No other conditions, expressed or implied, should be understood. We appreciate the opportunity to be of service to you. If there are any questions concerning this letter or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. 30530 .PS, OVAL ZXMRFS e8/16Jac Rick B. Powell, PE Principal Engineer Three Copies Submitted JPL:RBP:nt cc: Mr. James Dunaway — City of Tukwila Cornerstone Geotechnical, Inc. z Z' �w UO W= U. w O; u_ Q = H O z� w L U �o AU w' u~. 0 _ CO ui z 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 accented throu,eli the mail i or by a messenger service. i If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Si erely, f Brenda Holt, Permit Coordinator Enclosures File: Permit File No. D05 -232 ! p: \planning \brenda\D05 -232 — incomplete Itr tkl ,doe bh 6300 Southcenter Boulevard, Suite #100 •Tukwila, Washington 98188 •Phone: 206 - 431 -3670 •Fax: 206 - 431 -3665 vJ ILA, �_� .t2 City of Tukwila Steven M. Mullet, -j .: ; C,1 Mayor Department of Community Development Steve Lancaster, Director •''•• ............... j11E 1908 I Z a July 13, 2005 W. 2 . UO (n o Brent Rollins W 3: PO Box 951 CO ILL Sumner, WA 98390 o RE: Letter of Incomplete Application # 1 LL Q Development Permit Application D05 -232 N Tritec Homes — Lot C — 16616 — 53` Avenue S W. I Dear Mr. Rollins Z 3: F— 1--0 This letter is to inform you that your application received at the City of Tukwila Permit Center on July 7, 2005, is Z F— determined to be incomplete. Before your application can continue the plan review process the following items need U o to be addressed: O CO W i Building Department: Allen Johannessen, at 206 433 -7163, if you have questions concerning the attached. LL O ' Z W N . 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 0 documentation be resubmitted with the appropriate ro riate revision block. Z 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 accented throu,eli the mail i or by a messenger service. i If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Si erely, f Brenda Holt, Permit Coordinator Enclosures File: Permit File No. D05 -232 ! p: \planning \brenda\D05 -232 — incomplete Itr tkl ,doe bh 6300 Southcenter Boulevard, Suite #100 •Tukwila, Washington 98188 •Phone: 206 - 431 -3670 •Fax: 206 - 431 -3665 Tukwila • • 1 • i N� i i Z LU D C U O N Tukwila • • 1 • i r Allen • P lan Examiner Z LU C U O N � Determination of Completeness Memo w =. J CO U- Date: July 12, 2005 Project Name: Tritec Homes - Lot C a Permit #: D05 -232 U- �_ D Plan Review: Allen Johannessen, Plans Examiner = w �- _ { 1— O. A Building Division has deemed the subject permit application incomplete. To assist the W L applicant in expediting the Department plan review process, please forward the following v o I comments. O U) o� PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same W v size). O (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) W N 1 The site plan does not show a footing or roof discharge system. Provide additional plan details to z ~ identify a footing drain or a crawl space water discharge system. The discharge system will generally be ' separate from the roof drain system. Refer to the geotech report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. Should there be questions concerning the above requirements, contact the Building Division at 206-431 - 3670. No further comments at this time. 11 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS DUE DATE: B Approved ❑ Approved with Conditions d Not Approved (attach comments) El Pp Notation: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D05-232 DATE: 7 -14 -05 PR03ECT NAME TRITEC HOMES — LOT C SITE ADDRESS 16616 53 " S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS cz BGilg` d vision Fire Prevention ❑ Planning Division Public Works Structural ❑ Permit Coordinator b 1M Awc �3 7S-Os" DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-19-05 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7?TING: Please Route Structural Review Required 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 z �z �w �U 0 N CO W J = H N !L w LLQ �D =d �-w z Wo w UC3 CO off w W LL O w U= z PLAN REVIE IT CO /R�UTING SLIP I ACTIVITY NUMBER D05 -232 DATE: 7 -7 -05 PROJECT NAME TRITEC HOMES - LOT C SITE ADDRESS 16616 53 " S X Original Plan Submittal Response to Incomplete Letter ,# Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 11Z'0,' Buil g ivision Fire Prevention Planning Division Public Works Ix Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7 - 12 - 05 Complete ❑ Incomplete d Not Applicable ❑ Comments: Permit Center Use Only r INCOMPLETE LETTER MAILED: --I��� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 14— Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 8-9-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 z Z �w Q D JU UO Cl) C3 CO LU J = F- 9w w� LLQ Cf) D = �. w z w� �: UC3 O �' o� w F- LL O z .. w CO) O z Y "REVI5ION SUBMITTAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht112:11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: . 4 4 Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre, Contact Persol Or rY OF TUKWIIA J U L 1 4 20U5 i2pu l r CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: - Ile Entered in Permits Plus on pp ications orms- applications on Ime evision submittal Created: 8 -13 -2004 Revised: Z Z �W D JU 0 0 W= � w O IL � =w ? 1—. HO z t— w U� O- 0 F- LU W u O .. Z. Ii i U= O F- z ' • rt 1 aryoF rum 'GA Permit Center /Buz' --- Division: Community Developn. —it Department .J6.431.3670 Permit Center Public Works Department: 6300 Soulhcenter Blvd., Suite 100 206 - 433.0179 Tukwila, WA 98188 Planning Division: 206.431.3670 CERTIFICATE OF WATER AVAILABILITY Required only If outside of City of Tukwila Water District PERMIT NO.: Pp'rtA "piglet `d +tiy appllcan� 3 g} � � �;3r,F,.'.`Y`'u�rM��`�;'� #: rj'i,'.i -;,��``''!� s ' t , r ' `�;t• � �"'' � l••.Y.If.A l.tl Y,�i.. -!, :,,� .YI;t.K+ti;t�;k].�.2... -V'; Yrf 4`1 '.`, .: t, Site Address: 166XX 53rd Ave So (attach map and legal description showing hydrant location and size ojmaln)r. • ti , cr • . Owii I" fo "r .: tx: , •:r <. 'Y°,;r; ,r„ �rs?c.i "" v, rt y ± yw �tj a tk: A e'tLG"o "tRCher ni• •: y.;t v.;;: u; :;:: :' ,: fH`,s ,.; , :;: 0 . .!g'ta i•+ ::.� C, � ,.Vr o r :5r ... �`.ntk'- it!'r'{�+LYY C *t: :jJ,'; r; n . }s, "'r; •4 s • 4: ; 1 Owner Name: Tritcc Homes Agent/Contact: Andrew Goble Owner Address: P.O. Box 951 Sumner, WA 98390 Agent Address: i Owner Phone: 206- 383.3705 Contact Phone: 206.383 -3705 1 i This certificate is for the purposes of: Four - SFR © BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION RECEM C" TUKWLA ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER J U L - 7 2005 f Estimated number of service connection and water meter size(s): Four • 3/4" services Vehicular distance from nearest hydrant to the closest point of structure is on site PER MIT CENTER j Area is served by (Water Utility District:) HIGHLINE WAT DIS Owner /Agent Signature Date PARCB:To'Be,com ' letedti • water, ritzil "disricf'2t<` °: i` _4 W � ;�t: « y, ; � . ¢' ., �.� ,.�. , p . . ,1 y.. . ; .t,• •.'7 ;.� 15;7'S t'r:.:r5.... k:(±•? ,L ��. aF�y�jtl i� � � '�� � S ,� �C�'.' ti�' I. The proposed project is within TUKWILA /King (City /County) 2. ® No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: later main, fire hydrant, water services and related appurtenances were installed and the project approved according to District construction andards. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3243.75 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow Information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow Information available for Customer's Intended use. The general Information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer Is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs, 5. Water Availability: ® Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correct. f 5/4n005 HIGHLINE WATER DISTRICT / 206 -824 -037 �X- Agency/Phone MIKE TUNGSVIK Date CONSTRUCTION SUPFRVISOR low Z32 D Z k W � 0 0, N o co W= J � fn LL WO 9_. U j � = W I` _ Z CF- F_ O W W Uj3 O� 0 H W LL O iii U= Z �IGHLINE WATER DISTRICT wfeterApplication /Statement of Charges FUTURE Date: 5/4/2005 Section # NW 26.23.04 Pa e # 82 Service Installation L-1 Size Meter Han Size 3/a # ERU's 4 See Notes �7 iervice Address I 166XX 53rd Ave So Tukwila 98188 Plat Name Chin Extension Lot # B. C, D, & E Owner Tritec Homes Phone# 206. 383.3705 E•Mail Address Fax # Agent Andrew Gobel Phone# 206. 383.3705 Mailing Address City zi Service Installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: No LFC. Water main Installed through Chin DE project. Price per meter hang: $2,555.00 Service Installation $ 0.00 See Attached Estimate General Facility Charge Cha Local Facility 9 $8,400.00 $0.00 4 ERU's X $2,100.00 0 _ SF X $.40 per SF Meter Hang Fee $860.00 MXU $940.00 Other $ Total Due: $10,220.00 Customer Notified By Polly PROPOSED USE SFFi NOTES: Prepared By Polly Daigle 4e Date 5/4/2005 Reviewed By: of Tom Keown Date c/ Thomas Keown, P,E., Const ction/Operations Department Manager Z W UO N t7 C0 UJ J N LL.. WO LL. j = W H =, ZF_ ►— O Z h- 5. WW U LLO ul Z. U Co. P O Z Z —4 2 C/) O� m m =� v N O CC mm -4 0 =Z > M CCl) D - n r � m n m t C N n r C� Z Z i Ml 4214 34 .25 '�• 16449 ` 16440 �� 16428 317 7 M13543 ,01`� 11440 14 �� M14��9 6 4 4 1614215'A 80080 12 16453 jr, M 14345 ���� 8 16436 - M 4298 1 6456 16452 Mi 16448 M14216 M14623 13 15 40348 9 11 HEIGHTS 114451 135.59 90 120 90.17 V1772 3b 150.18 150 19 2S' 16461 2 M7955 199.03 140 882 5166 5190 5310 16449 184$ 127981 M10839 M11188 I V3769 V3768 117.60 H258 AV011 105.81 F 8 1 H2 42 75 / D1 9 75155 51 65 8 "Di v377 CO TRACT: 83- 3,p.12 ' 90 LOT LOT 4 0 j M20830 I M20831 0 o 1 M2 799 1 1 ~ 1 0.01 " 20' M27 .01 i. 5140 LOT I o o (f 16615 q 2 2 a o W 12800 ^ 16612 M2796 1 V4437 5139 U 1 6625 3° 10 N^ co LOT B "? 9 LOT C LOT 4 o 0 N ~ 503 H 111.36 J 1166 9 `m 83.73 27. LOT D I 115 4. ° U LOT A UW 802 ~ (/j 1- M2794 LOT E 9 f- ¢ 83.73 4 1:100 45 -82041 0367 W � ~ tM2835 5 N `r < 0 u 16634 Le ti LOT 2 M2793 Ld > M m co t0 16645 o 6 M LC) 6 `- M10263 ^ = i M2 115 v 89 d' O 75.0 > N xLn 16655 7 o � I M2805 ib o 7 16650 co M2788 ® 12 N o o n 0 0 r o 16659 1 5 o LOT 1 LUi 1 2 0 � �, M2806 ° P. ti aaa _ Print Re port for 16 - 53rd Ave. S. @ hydrant #H2929 — T Static Fire -Flow Residual Available Flow Available Flow ID Pressure Demand Pressure @Hydrant Pressure _ I ! (Psi) (9Pm) (Psi) (9Pm) (Psi) 1 J40 124.25 _ 1,00 11 1_65 3,2 43.75 20.11 - - -- -� -- -1- t ',': � ' ;:. :'.. i•Di � h 41 j+..�4FX�riG• P.O. Bo) )550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Eff Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propose , d Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 1"rG Phone: c Property Address or Approxirpate Location: Tax Lot Number: Legal Description(Attach Map and Legal Description necessary): C" pF TUKWILA L 3 -- O'� 6 iAt S P. = J U L- 7 2005 L_0+ /► PERMIT CENTER Part B: (To Be Completed by Sewer Agency) d 1. a. Sewer Service will be provided by side sewer connection only to an existing size sewer OW fee449w the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. E a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /00. GO a. District Connection Charges due prior to connection: GFC: $ E3 SO SFC: $ Q 5 5 .3Z UNIT: $ TOTAL: $ .5 0D9. Z (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required ❑ Maybe Required c. Other: i I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date f signature. 7 By Title Date Z �Z �W QQ WV UO W= H N LL W J LL Q = �W z� �O Z�_ 2� U O - o�_ WW -O Z U= O Z f"1 A17ACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as i the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that, service is available to the Property through sewer systems that exist or that may be "extended "by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City , of .SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachmgnt, arld fully understand the terms and conditions herein. Applicant's Signature 895391001 X270798.01 ISSY601 L DOC (1 /26/04) i 0 k •y! 13i �p� � Yy� srr T: 7, -1- S Date I+ Z �z '~ w J U' 00 0 w� CO U. W u. ¢ U) C = d �w Z �0 z� LU w. U� 0 - W u. O .z w CO O Z DEPART,NIENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ;REGZ EXP. CCO1 EFFECTIVE DATE 03/22/2002 TRITEC HOMES INC P 0 BOX 951 SUMNER WA 98390 ui 0 0 cf) o' co) ui, UJ 3:� LL ui J. LL cy F- Ul 0 z uJ N` io w w L 0 z co O Z Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License TRlTEHI983D2 Licensee Name TRITEC HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601563418 Ind. Ins. Account Id Business Type CORPORATION Address 1 P O BOX 951 Address 2 Cancel City SUMNER County PIERCE State WA Zip 98390 Phone 2538637708 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/22/2002 Expiration Date 3/22/2006 Suspend Date #1 Separation Date SE3158 Parent Company Cancelled Previous License ASGCO * *084D4 Next License Associated License Business Owner Information Name Role Effective Date I Expiration Date GOBLE, ANDREW PRESIDENT 03/22/2002 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date . Date Date Date Amount Date Until #1 CBIC SE3158 03/21/2002 Cancelled 1 $12,000.00 1 03/22/2002 Savings Information Page 1 of 2 �2h1 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= TRITEHI983D2 08/17/2005 2 Z '~ W UO . to a J H NW W } O 9J W Q Nd = W I— O Z 1-- W 5 U� O co, 0 i•- W W: H LL O i►i Z' U =. O Z • V c� ',A .. LIMITED ACCESS LINE VGDOT SR-5 � / 120' SANITARY SEM EASEMENT 588° 5'53 "E 111.44' \� REC. NO. 62050010445 TD 1:9 VACA TED / / / Q, 7 -------- Jj t 000l ila/ 0 ool'- P ROPOSED i i � 0 - PLAN 241C 00 � ' In i i / 0- 00 ro !ion •', / l.°�� � � !� � , � Via., i� � i -- � - -=�'� E35 JLJ IF PR VATE \ ' 0001/ I 1, � 7.a 6 N ry�0 �- -sue � F)RE HYDRANT z z z z \ oolo� Z OO" '.001� \> 0 SCALE: I 101-011 LOT GOVERAGE: AREA OF SITE 6�500 SO. f-7. COVERJVVE :2 50. FT. LOT COVERA&E, 5:2% LEGAL DESCRIPTION LOT 0 THAT PORTION OF LOTS 5 AND 4, BLOCK 2, VALLEY VIEW HOMES, IN& TO THE PLAT THEREOF RECORZW IN V0LUt*lE 56 OF PLATS, PAG 6I, RECORD5 OF KING COUNTY, YIA5141146TON T06ETHER AITH THAT PORTION OF THE RIGHT OF r4AY OF 54TH AVENUE 50. VACATED AC4oORVI% TO ORDINANCE NUMBER 1236 DATED NOVEMBER 5, IqDl CITY OF T"ILA, HHICH ABUTS LOTS 5 AND 4 IN BLOCK 2 OF VALLEY VIER HOMES. DE50RIBM AS FOLLOWS: OOM14ENCIN6 AT THE NOR THVT:rvT CORNER OF SAID LOT 5 AND PRZ)CEMIN6 ALONG THE NORTH LINE 11T SW160553T 111.44 FT. TO THE TRUE POINT OF BE&INNIN6 THENCE CoONTINUIN6 ALONG SAID NOIM LINE 586605537E 111.44 FT. TO THE EASTERLY MAR&IN OF VACATED 54TH AVENUE SO. THENCZ ALONG SAID EASTERLY MAR&IN 5408WmA 5836 f=T- NW445WOA 11136 FT,: THEW..rE N14 0556T 5836 FT. TO THE TRUE POINT OF INNIN6. T *-c--,-c con , 7 T7 4 '"777 S. A cc 26*7�led sm or oj -&- r T r4 , f77 uh-e adeqtmcr, of tE.- � o this c:2LC &:s a ZI feq MYOFTUM" juL 4 . 4 W 0-vWcoffm w INC0WILETE LT FR I m �Li A lU 7 0 cZ .. A 3 �� g 11 j ma= bE- imPt a bia im cr wax w g bF-" CPL'l to trim ,--= W a WWRATE PgtpC-o - Wus &W med - 7 W aewtcz: WpPkntt-* Wo Qs Flpir, My (y TAIltza WIUMV3 rolvisim. �OS .. - -low 14a- G 1661 5 �I,� S L &A 47 11 I I qb � —WEST LIMITED AGGE55 LINE I WSDOT 5R -5 O in O 0 0 r. , N I 120 1 SANITARY EASEMENT REG. NO. 82030404 tQ Cr VACATED DRAJ= / T 1 � �O ry oequm �...' . '�- • ,... a p�ora mac, ;er+ =�' +�- 1 0 SCALE: D l� H 111=101-00 0 LOT COVERAGE: AREA OF 51TE COVERA6E LOT COVERAGE 6; 500 50. FT. 2 50. FT. 32% LEGAL DESCRIPTION LOT G THAT PORTION OF LOTS 3 AND 4, BLOCK 2, VALLEY VIEW HOMES, ACCORV TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, IHA5HINGTON; T WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE 50. VACATED �RDIN 17 TO ORDINANCE NUMSER 1236 DATED NOVEMBER 3, Ia81, CITY OF TUKWILA, WHICH A3UT5 LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. DE BED AS FOLLOWS: COMMEWI5 AT THE NORTHWEST CORNER OF SAID LOT 3 AND PROCEEDINC-7 ALONG THE NORTH LINE THEREOF 585160553T 111.44 FT. TO THE TRUE POINT OF BE&INNIN&; THENCE CONTINUING ALONS SAID NORTH LINE 586605WT 111.44 FT. TO THE EASTERLY MAR&IN OF VACATED 54TH A\49A E 50.; THENCE ALON6 SAID EASTERLY MARGIN 51-t60853 5836 FT.;THEW.I N8840553 0 W 11136 FT.; THENCE N4035WE 5836 FT. TO THE TRJE POINT OF BE6INNIN6. 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I b, < o ,; B 1. < • J 0 F 1� 0 I i ta t 7 Sp k y �Y� j g48 �g F� Y PIK d } q Y � p 0 v 4 ti x � 1goA It IT IN �� 5 F8 „ 1858 � �tltlCNtl�'flaaa a 8 3 td JdL Out .. 0 I tip 8 w � O R � d< OC Z lu OUlu J s s is s qw 9 i�� fY7 Z o 0 0100 0 � A R1AkR i1 e x w • x� s It IT IN �� 5 F8 „ 1858 � �tltlCNtl�'flaaa a 8 3 td JdL Out .. 0 I tip 8 w � O R � d< OC Z lu OUlu J a z lt i � e 9 g a a 3 IS L 1�- L< h C o x '994 8 § � lu ID VIS s it � a �s. S� LCI Wit it It gg 8k gzf MW Oka Lu lu mil Lu us g It N < 121 0 68 6M8 ��Ti It lip �0 a r 10 F pp 98 $ 0 11 , V r a 8 4 8� f� ji g r jailass s s is s qw i�� fY7 Z say : e a�a e8 I lRail �T9 4 a z lt i � e 9 g a a 3 IS L 1�- L< h C o x '994 8 § � lu ID VIS s it � a �s. S� LCI Wit it It gg 8k gzf MW Oka Lu lu mil Lu us g It N < 121 0 68 6M8 ��Ti It lip �0 a r 10 F pp 98 $ 0 11 , V r a 8 4 8� f� ji g r jailass s s is s qw i�� fY7 Z say : fill I I lRail I7 a 1101 1 1 1 !88 era H A e 1 pg �QS�i z �Ao9Y9�A 9A g � �� g R jgQ4j� LIN 7 1 f � i c I r' t i s i r rA t r I 1 � t 1 i t! • • to rOVNDATION NQT S I. MRITT!N DIM�ONS TAKE PRECEDENCE oven SCALED DIMeNSIOHS, 2. ALL FOOTINSS TO HAVE A MINIMUM VePTH or ID" BCLOW FINISHM 6RADE. 'S. !STEP FOUNDATIONS F!R SITE CONDITIONS 4. ALL CCONCRCTR P OTIN" TO REST ON FIRM UNDISTURBED EARTH MOTH MINIMUM 2.000 PSF S ARINS PRL58UR'E t'ItEFER TO SOILS lIEPORT Pow N RLQUIRI ). 5. ALL P 0M IN CONTACT WITH COWRETE OR MASONRY OR EXPOSED TO EARTH OR MEATIER TO DE F!lgSIl3URF TREATED. b. VOUPY ALL DHENSIONS AND FIELD COWITIONS. 1. F' XMDE RY BRACING AS REQUIRED. UNTIL ALL PL404ANENT 00000TIONS AND STIFFENING HAVE BEEN INSTALLED. 6. PROVIDE DOIJDL.L LVUJOIST OR BLOCKING AT PARTITIONS ABOVE. O. PROVIDE 113 " m FOUNDATION VENTS WITH I /4' 0000 OSION RI!SISTANT WIRE 14MM AS REWIRED FEFt CODE. 10. ■ DENOTE DE a pt" i 9 POINT IN 2X4 POW MALL. F"OVIDE MIN. (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED OTHOWNSE. II. GRANT. SPAGL TO BE A MINIMUM OF 16" BELOW FLOOR JOIST AND 12' BELOW BEAMS OR 61 WfTH MIN. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12' AT SEAMS AN? EXT rmitor w UP FOUNVATION W/1LL TO SILL PLATE TYPICAL. 12. ALL REAMS TO BE 4x10 •DF (SEE SHEET I FOR L.LJ 4M9t SWENOTH VALUES). UNLESS NOTED OTfERYISE. M3. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLICE'S) TYPICAL UNLESS NOTED O'TTi•EERMOSE:. TYP 0 ISOLATED REAM RUNS. 14. ALL 190"TW SPREAD FOOTINSS TO BE 24Qx24 'TW.,K WITH (2) 04 BARS BOTTOM EACH MAY, UN MS NOTED OTHIM" L. N.S. M"ATION ANCHOR BOLTS ItMOLIRL A MINMH OF 5NS*)d /4' PLATE Wlta1 WtS. 1'RG 8602.11.1 t=nnT l wry <:;r".wt =n1 11 t= 24' DIA 4ffTM X 10' THICK Cow.00mTE FOOTING MOTH (2J 04 BARS EACH MAY. SO DIAM E X 12 THICK CONCRETE FOOTIN& MATH 03) 04 BARS EACH MAY. so 24"W THIICK CONTINUOUS COW.,. FOOTING WITH 03) 04 BARS. FOUNDATION VENT CAL05. q8b SF./ 150 = 657 S.F. FIML VENT REGGO. 105 / 144 x .15 541 S.F. PER VEW. 651 SF. / 541 s 12 FVK VENTS RED. 0 N z a. fA. •'CE i � t I e �t qb MAIN FLOOR FRAMI N6 NQTES I. W,ITTZN DIN&IONS TAKE PRECEDENCE OVER, SCALM DIM&OONS 2. PLATE FINNY W-0' THIS FLOOR UN.O. S. ALL HEAVE" TO BE 4XIO. D.M. 02 UNLESS OTHERMSE NOTEV, C tZK PLAN. 15WIVAL.ENT PARALL.AM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS • Mp". 4. BOTTOM OF HEADl.'1!!S TO BE 1 THIS FLOOR UNLESS NOTED OUSE. 5. ALL EXTeRIOR WALLS 2xb MTN R -21 INSULATION UNA. b. ALL FRANC! NAILIN , TO SATISFY 04AP1 "R b M DLOGK ALL VOLYV40M EDOM. ALL EXTZRiOR SiEATHIN6 NA1LM MTN IOd AT b' O.G. (W&W AND 12' 04. MIELP), UNLESS NOTED OTf INWISE. TITICAL. 'T. P1tXMtX DOUBLE JOISTS OR BL.rOCKINb Mw!'RE PARTITIONS OCCUR ABOVE. D. PROVIDE SOLID BLOCKINS OVER SUPPORTS. 4. MIRE BLOOKINb AT ALL PLU E WNS PENEMATION3 10. ALL STORAGE AND SPAC425 UNDER STAIRC ASM TO BE FINISHW MNT14 5/6 I If 'X' bYP'SUM BOARD. 1I. 111 0040115 SOLID WARINb UNDER GONOMIRATED LOADS VW (2) 2x6 AT 6' MtALL.'S. UM (2) 2x4 AT 4' WALLS UN UMS NOTED OTHERMISE. 12. FINISH ALL GEILIN&S MTN 3/S' 6YP3UW1 BOARD. IS. AT OARA6E USE "I TYPE 'X' OYP. ev. AT ALL COMMON WALLS, ALL CEILING AND ALL E>0 BEAMS. 14. PR MVE 26- 60LI&E OALVANIZED SHEET METAL FLALMNS ABOVE MMNDOM S AND W7ORS. (TYP> LAP SALVO* PAF"t ON19k IS. HOLD SMMNS b' ABOVE FINISHED GRADE, TYPICAL.. Ib. NMNDOm SPWIFIED ARE MMW BYE SUN OR EGKkN.. U * PER 50tMA LE CAONTRAO TO VMPY ALL ROUSH OPENINGS. FASTEN MtLT1 -LAM 2X W-M- y PER 1Jt G. STANDARDS, CaiAPTCR b, TABLE R602 -%), TYPICAL ID. HANGERS AT POSITIVE GGIME5CTIONS TO BE 'SIMP91ON OR EGLVM- K CEILINS JOISTS TO BE 2mb AT 24 04„ TYPICAL UXO., PLAN SHOM JOIST rnptwTkx 20. ALL VOIDS TO BE PIRPJbRAFT MLOCXM PER M SUCTION 1!602.6. 21. INSTALL MATER, NEATER Pet M61 N NW,A, SEE SHEET 1. PROTBGT FROM IMPACT PER 2005 NNG 22. rt*MAGE TO BE PLACED 10 ARV. ML.00K ON I HOIN, PUIRNU1GE PLATFORM W/ (2) 9/4' LAYERS PLYY4000. PROTECT FROM IMPACT PER 2C )O5 W. 25. DOOR I*TYRM NOIRE AND OARAGE TO 99E 20 MIN RATW, SOLID 001M TW fT FITTING, VM SELF CLOSURE 24. INSTALL ORMT VENT' PIRP . PER TERMS OF LIST INS AND M IN605 SPECS. F t SGTION RIOOI lit c. 25. rWADV VE C.ONT. AT STAIRS A MIN OF I L/2 FROM MIft.1„ TO DETAIL I ON SHWr NO. S. 26. STRAP IM /"IATELR fE/ATL'I['s AT POINTS KM IN TIE UPPER IP3 A V LOMM US OF ns VERTICAL. O Lopm P121W 5MAL1 BE ANN 4' A9k7VE CONTROLS 21. 1"IAL -S VM bRE TH Mi'.Iw" 1lLfaIJ�L A M1INWiArt OF A 'SK M!?ME1, AT AaUrnNS PAWL ZWOM A#D SIL.L PLAITS. FOR WALLS BEn tM 950 AMP 600 PLt. AW-HOR DOLT SPAC41410 HAS 11M —1 MAISM BY 1r2 ASE 2x SLL PLATEN. PER R MIA I JRrC. _Z f 20. LM*"I li CONTROLS POR WTotm STAN0 ?4)ST BE AT THE TON" AND BOTTOM i OF THE STAR r� r r r •r 50. ALL 9wtX E TO BE 110 VOLT #VTW BATTOW BACAUP. WTWW4W45aTW. St. 1ZW Abp SHOP29M +� F•!E aLa co" W I I S1w5. • L.M'T gt%X gt FWP I TO 23 0 PJ� • 1�1�► /W,L TO rgT"K 1w AppVE DR/1M rKC'T'_ • ALL iL WMW FW"WI 1W A OVE DRAB ILtT TO w So or" ILA@& • VA RM eweea, eQ•o dvtlmgw op. t t NOM SPACING WWCM in 101104EP i 1/X 4 Iww TO BE A F�VM OF 4' Cl.t/1R. SUCH TF1AT GONT. A 5PtlJNE OF 4' ERAFCIM SHALL NOT PAW TNpOILW AW OP060. - SALUSTEM TO TO N•iG aw. It! Z 3E O w -1 LAYER Vr OPM. 91E.ON STA M FNlE • IAN • • f%IALL ALONS ST1!l16B, lIETY!'t!! 311 5 AND AT TOP Alit BOTTOM OF S►TAMM "m To scoftz 1) T**rP, INTERIOR STAIR sGALE . IW s 1'60' SQUARE FOOTAGE SUMMARY MAIN IPTCR f' om 1/184 St. TOTAL r%QSHIW AIRS^ ?,x4'10 Sri. t` 4 St. A" S.F. eSARASE 544 S.F. G�.1►- A F I i� ' WCErwow TY QF TUKW1LA Ju l z cL 2 -C�3 ©� IRE 0 3� t f i l l e� sil pommogrim not% 0^16 66 2 4 E! ZAMIN¢ NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM EMONS 2. PLATE M16W 4'-O" THIS FLOOR UNLESS NOTED OTHIMSE. S. ALL LAVERS TO BE 4x10. OP. 02 UNLJ!Sb OTflRWIaE NOTED, Ch*ZK PLAN. ECi1JIVALtNT PARALLAM OEAM MAY BE eijwi Imnw iN PLACE OF BEAMS t HDRs. 4. BOTTOM OF HEADERS TO BE `T' THIS FLOOR UN U!" Nolm OTHERWISE. S. ALL EXIINOR WALLS 2x6 WITH R -21 INSULATION UNL.EW NOTED OTHERASE. 6. ALL FRAME NAILINS TO SATISFY SECTIONS R502; 8602 t 8602 I.R - DLOC•K ALL PLYWOOD EDGES AND NAIL WITH IOd AT b' O.C. TYPIC ALL EXT. WALLS. 'T. PROVIDE DOIIDLZ JOISTS OR BLOCKING Vfe t PARTITIONS OCCUR ABOVE. a. PROVIDE SOLID NLOCKIN& OVER SUPPORTS. 4. FIRE t1„OOMNS AT ALL FL"IN6 PENETRATIONS 10. ALL STORA6E AND SPACES UNDER STAIRCoASES TO BE FINISHED HITH 5/6' TYPE 'X' 6Yft" BOARD. II. ■ DENOTES SOLID BEARING IMOM COMICENTRATED LOADS USE (2) 2x6 AT b' HALLS. USE (2) 2x4 AT 4" WALLS UM4ESB NOTED OT1• "RW1SE. 12. FINISH ALL COLIN" WITH '.f' /a" GYPSUM BOARD. 13. AT OARAbE USE '&Z" TYPE 'X" GYP. BD. AT ALL GOMlMM WALLS, ALL CEILING AND ALL E)GOOSED BEAMS. 14. FASTEN KLTI -LAM 2X 19E54%I`0 PER Mt o STANDARDS, CHAP`119t 6. TAME R602.J(I), TYMCAL IJ3. HANGERS AT FITIVE CONNECTIONS TO IW SIMPSON OR EGUAL. 16. ALL YOiDS TO BE FI IVRAPT M .O =W Pmt. MSC r TION 8602.6. h. PROVIDE C.OW. HANDRAIL AT STAIRS A MIN OF I IfX MOM WALL, RL9'�R TO DETAIL I ON SHEET NO. S. 16. law LOGATIOM OF FLOOR WZWSTERS M. IPPER FLOM FRAMING TO BE 4-V2" TJI 110 FLOOR JOISTS • 14.2 D.C., TYPICAL UNLESS NOTED PLAN .SHOWS Di1Rl.5CTION. A a I I I I A a qr . cirf jlit �►,es • - - �.�_ s.� .s.�.� � ��1e -- +lam �..� .l..� y . �...� ��� /�.. �.i �. r .Y.s' V��. � -'�— .' r ,�.� _ ...�� i. �. -�! —�.l.t ^� ..w -� � � ^•R - � � _ ► �!�/•►.�. - ...,�. ...t A.... •.� - M."�.w�r. ��. - - �. V.w .►.V. w �..." �"' •�.�.�1. -.�... �! -!� �7. ..► I z q 'X.ALE a V4' • 1'-0' V!FCR FL0Q9 FRAM I NC? NQM I. MTTL'N DINIR*WOKS TAKE PRECAMMWE OVER SCALED DIWNSIONS 2. PLATE I4196HT TO W W -I' THIS FLOOR U.N.O. S. ALL WdWE.RS TO DE 4x10 D.P. MZ, V.N.O. 4. BOTTOM OP HEADERS TO BE W THIS FLOOR UtrL. W 07HMKW NOTED s. ALL ExTMOK WALLS 2x6 MTH R -ZI INSULATION UNLESS OTHERWISE NOTED 6. ALL I" RAMS NAILINO TO SATISFY CHAPTL'It 6 "M BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATIANS WAILED MTN 10d AT 6' O.G. (E!D61) AND 12" O.G. (FIELD), UNLESS NOTED OTHMAI'SE, I Y'PiCAL. 1. PWZME E GOWLE JOISTS OR SOLID BL.OGKIN& OVER SUPPORT'S. D. FIRE BI.rOG JN& AT ALL PLUMMNS P194E MAT10NS. 4. ALL 'STORAGE AND SPACoM UNDER STAIIRCA' ES TO OE FINISHED WITH S/S" TYPE "X' &Yr" BOARD. 10. 2 DENOTZS 'SOLID SEARING UNDER TEP LOADS. USE (2) 2x4 AT 4" WALLS UNLESS OTHE1t1" m NOTED. 11. FINISH ALL CEILIN&S WITH 6YPSUM BOARD. 12. PROVIDE 26-b^)W 0 AL V ANIZED SHEET t4ffAL PLA4046 ABOVE MWDOHS AND DOORS. (`TYP LAP EUILDINB► PAPER ovm IS. 10000M SFWW4W ARE W6WL BYo SUMNAT OR !' MALL U • PER 0"RAGTOK TO VERIFY ALL ROUGH OPMONS. 14. FASTEN KLLTI -LAM 2x BEAMS Pet IRC STANDARDS, CHAPTER 6, TYPIGAL. PJ CEILING JOISTS TO BE 2x6 AT 24" 0.0 , TYPICAL U)W , PLAN SHOMS JOIST DIRECTION. 16. ALL VOIDS TO BE I I!!E/PPAPT Al.�Or,ICED F t M, SECTION R602A. 11. ALL TUBS AND SHOME'RS� 6 1 - DI GKINS W"ViS M STUDS. 0 LIMIT 9HOKK M.OW TO 23 GPM. 0 MIATE P'ROOP WALL TO KTHIN 10 A!'SOVE DRAIN PAXr. ALL GLAZIN& WITHIN ?O" ABOVE GRAIN INLET TO DE QTY GLASB. * VA o t DAIRRIER E 5*w GYP. BD. 18. I LL *40KE DC15071C1lS TO EE 110 VOLT MTN SAT' '1%11C.K -UP, IN I T ®. 14. F%0V`IDE C.CW. 0 PfRAIL AT SrAJRg A MIN OF 1 1/2" I"ROM 104A L, REI TO DETAIL 1 ON SHEET NO. S. 20. LWWTIN& CONTROLS FOR INTERIOR STAN4 NEST DE VU21M AT THE TOP AND BOTTOM OF THE STAIR 21. V44L LS METH GREATER THM 950 PLF RZOLPI RE A OF A 9x hEMBER AT AaVTTM4i PAI~EL E049M AM SILL PLATES. FOR 106N..S EETY*04 960 AND 600 PLF, AWWOlt BOLT SPAGMrb H" INM DIECAREA6Efl 19Y V2 (dW 2x . Mi+G, TiB.L R60251 22. HANEERS AT POSITIVE G 14NECTION TO 19E SIMP ON OR EoLvd . 29. (25 • LOCATION OF R. OR 0 , . _ . -.. 1r.. ---- -r . --mw� — .ate.. i �"- "..^+�^.f�i..•... -- + mow• �+.... i.�ww+._ ft • • i t juvowww C" OFtAV" JUL �V 0 �V z 2100 ��c 0 m Is rib M SCALE I ve a P-0" 1,4!!'4 5F. O I PA I. 'SHADED AREAS DEMOTE OUMMY FRAMIN3 OVER ROOT" I'RAMINS BeLOK 2. • DENOTES SOLID D AKINS UNDER G X4C&4 TRATED LOADS. S. SEE M-00It PLANS FOR STRUCTURAL BEAMS AND LEADERS. 4. ALL IRAfTERS TO DEt 2xa W 02 AT 24" 0.0. TYPICAL U.N.D. �3. ALL TRLISGES TO DE AT 24' O.G. TYPICAL ULNA. 6. PROVIAE ROOT' VENTS PER SEC. 8606 IRG. 1. Roor PITCH TO DE 6t 12, TYPICAL LH-Eft OTH!'lR M NOTED. a. 1S" O.N. TYPICAL • EAVES 4 6' O.H. TYMAL • &AELE ENDS, RAKE. 4. APPNOVW ANCHORS SHA.I. BE USED AT ALL C4*#iWTIC" OP RAFT'S!", JACK OR HIP TWL"Ja S TO MAIN 011tDER TROS n"ER T'RIJ5S MAKJPJ YWW9 APPLICADLE. PROVIDE 'SOAPSOW N PIlAMINS ANCHORS AT !VERY RAP1290PLOS AT EACH 00 AND AT OADLE END TRUSSES. 11. CHIMNEY fEIOW TO BE 2' -0' MIN. ABOVE ANY PtWTION OF MALVIN& WITHIN 10'-O' PER Mt+G SECTION MtI001k 12. DRACINSt (STICK FWA- RD AREAS C*LY) • (2) 2x4 UP TO 10' LODE. • (2) 2x6 10' TO 14' LONS. • (S) 2x6 OVER 14' LONS. 19. PLATE W69M ' MAIN FLOOR a'-1', TYP. U.N.O. • Lrwm PLOOK W - 1 0 , TYP. U" 14. Tlt CARRY M WP.. STAMP. • DO NOT ALTER MTHOU'T MALVIN& VCPAKTII— T APPROVAL • INSTALL AND BRACE PER MF K Srea. NON- OEARINS NIALL*.S SHALL BE HELD pom PROM TEE TRUS6 BOTTOM CHORDS WITH AN APP Z VW PASTENM (SUCH AS SIMP'SON STC). IS. C4RTRACTOIlt TO VlRI1RY LOGATION OR ALL ROOF SUPPORT EIRAC.IN& OR PIOSTINS AND PROVIDE ADEGUATE DE.APUNS TO ftXl PATION. 16. HANSERS AT POSITIVE GOWNWTIONS TO Be SwvSON OR BaluAL- IT. NAIL ROOF SHEATTNS W/ 8D WMMON 0 6' OjG AT PAfA!L ED45M AND AT WALL PLAT AND OW 04 FOLD, TYPICAL PER IRC, R6O"J. • TRUSS ENWI�QRM�►t PPR IRG R80210J TpLas or IREr,ORV "W Y41LL PZVW% APPROVE AIV NOTE ON TW THAT THEY HAVE POIJNV TO THE DESWN OF T H E N III DIN& THE t V41LL TEEN BE FORNAPUMV TO THE BU LDINb OI FWAAL FOR PEVIM AN7 APPROVAL. T"RJOR TO FRA 4M 01NOWT IOW. CITY SHALL BE ON THE JOB SITE AT *4995GTIOM . T RIJW EN6 RSi6 SHALL JNGLAM SPECIFIC IWJJ 5 BRAC4N& A D I A 8 COMP. 5i#N6 es O/ IS La. M O/ I t2' GDX PLY>r40w O/ lac RAFTEM OR TMS OWS 0 24' O.G. xKz , r • rte" 1) PLATE AT ROOF/FLAT %...rll. Roof= \/EW o& W "6f /Wo wSW Va"mlow. S SF / 2 • "SP. %9WW PWO AT AOM MGM 23 S.F / J8 • a VNIM NO=. LWXT. A viml. 1 N 1 N Q 1 E O T A ul _ -7 MCA; �n 0 OEM o -_ —� _ _ — - _. _ �� � -_._. --`_ _.._ __ ._- �. �.- _��_ � �- w— �_ _ 'w_- � r. ^.+.mot .. ... . +�..�...,. w ��.. -�.... -.._r r'�._' ....- _ _ - �— _ ..� .. - s -... _ - . - �'+�.1�, we.r�.�� ..� ► �. _ ►l+..a++•_� Ali.. .. -. a _- � a. � � �...� �.+.► ���... +���r «�.I. _ J '!_.� r '4b y �_.� .,�.. _ .�.�.y'�," �l�wL..�.'� s .'mss- .'�1..- �'�.L.�' +'`.� w 1....w.r. r. -. '.��+' �.!'. -r,,•� q SCALE t 4/4* a I' -0" IF m • dov . r •_ - _ - xKz , r • rte" 1) PLATE AT ROOF/FLAT %...rll. Roof= \/EW o& W "6f /Wo wSW Va"mlow. S SF / 2 • "SP. %9WW PWO AT AOM MGM 23 S.F / J8 • a VNIM NO=. LWXT. A viml. 1 N 1 N Q 1 E O T A ul _ -7 MCA; �n 0 OEM o -_ —� _ _ — - _. _ �� � -_._. --`_ _.._ __ ._- �. �.- _��_ � �- w— �_ _ 'w_- � r. ^.+.mot .. ... . +�..�...,. w ��.. -�.... -.._r r'�._' ....- _ _ - �— _ ..� .. - s -... _ - . - �'+�.1�, we.r�.�� ..� ► �. _ ►l+..a++•_� Ali.. .. -. a _- � a. � � �...� �.+.► ���... +���r «�.I. _ J '!_.� r '4b y �_.� .,�.. _ .�.�.y'�," �l�wL..�.'� s .'mss- .'�1..- �'�.L.�' +'`.� w 1....w.r. r. -. '.��+' �.!'. -r,,•� q SCALE t 4/4* a I' -0" qb V4' a 1'-0* I I I I EWA r U O 1 1� FRO Eli - iE virlin Nt.- SCINX A L/4' in 1'-W Sc *A. e a a &-6110N.+OTM 1. mwvm c4wlmxm "-" & TVVW^%. I Z FROVM moor vm" rm m zMa"m PUW*.1 rfrw,^I- FROVwe &*A.Vmazw Om" W"A. F%44 f" MV COL MrM rl-Ad~ AT A" Rmw rem"tAnom *wjw** 04MM". 4. VOWM W SWTM Pao" M. rM CA *W 5. M%WM AT A" ~ rwm^,ww. C*%" A" my vou_ 6. on" TO Im '.X1rrIC�R7�D STAY. LNG MS MV W"LL RIOT W.JW M At"y rl"4 CWLX)M AT A SLOM OF AT A 04*04M Cr 5 ME I a. PVS1 AfRMOVW NL64E"M OR ACXXNMW ON IM VVIMIAW. 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M" N >4W 0 94 140LJpjc r-M PLAN P T v AND ATION ux LAP exTERJOR OCAMNS OYM mm J&T. OR NAIL LTP4 'N • 920 OZ. 1 04 CONT. PICK M ALD. x W - FOR OM 4 lIP GM PLAN POR rtVV,-*& SWAA WALLS 4 HOMZOWAI. 4 WAL*o SM MAN a Typ. Noym PA M* W MOTH UM 7%W 4'-Om LAP PLYVWM ovm rim joar %EAR KALL o FOLNo. KALL on sHrim M" 90tw" FOR — 0011 N PL. tAALJW 16d - •' 04. 2x 0L0C4CM----*--. r 9405M 61OLDOM - e- a PLAN FM Type AND LOCATION LAP ZxTeptlm I swrATHM .*T. OR NAL Ll"4 e ar 0-4. *4 COW POK AD. x 100 - FM SM 4 GFA44N* IM PLAN thM ftft TVPW.AL SHE nft.LS 4 HORIZONTAL PLAPMAM NA&WO SM PLAN 4 TYF. N&M 0 FOR PAN" W/ PWIN I T�" W-00 LAP FLYV40W ONVint K" JOIST ?) SHEA K WALL 0 FOUND. WALL ftOM JOIST PARALAJL TO V44W 2 X 97W KA"- Sm PLM ffoLzx**6-Gw PLM FM LADCATM 4 TYM C14W.4cm an am • 460 o4w. Lr FW,04 K&" EN". tAoL M C4Nr.,. KALL - PLAN N.T.S. if) sw.AFt miALL o r-ojw. Y"■L mom rum SNFAA nALL (!)am I SPLrrT** 0 mm - rpk"M EEL =A PAPAL LM w PM �AAW ho&A r , nALL. DOMM FL. MA LM lad - 0. 104, anw) (9) kmd 4 V . . Ilm WW VbOr.�uM smem ow" - — I WAMMS 4 T SLOC40M kk W--O O.C., MA&M W lQd - OR Or^ sm 904muz Lo MM ftM rMclo%. SM&A rt%.Lo s owwarmTA& 1 TYPICAL SHEAR WALL CJCPWr PAPAAAAL MM nALL) WrAL a= nAW 2K SM Pt%.L GGNEV" FM oc"Tam PL "AAA* 16d - W OIC06 SLOJAJ mom VCR 2K BLA" =4 0d 0 60 091� IM MP a 0 -W Or- � MAP DA = 40W - =E PLAN ------ rm sm 4 0 44 !!r. CUP ML SOUP Air M L277 CaL 99wo • dkd * I "K Ov Cw..L scomm I VW a 1'-W t-z. I. LATERAL AMM.YSS PM.20M no. p4"wW SMSMr ., ZONEX .56 S"WM TIM C.Cmwrwx* FM C.^TM.D* C---WM. 2- M TT81 V*404510M TAM OVM GGALW Vmmiow QL C S. 5451C, "M apt= zom 4. 7PUNWAdW pwart, VL • 2P LL • 41P TOTAL ftCCM MP VL • 408 LL MP TOTAL V%AAA-St 00 VL * — • 80 TOTAL W A" MAM N^LJOW TO SATMor CmAPPMt 29 WC, gLXXK # %.L VNLYPKWP MGM ALL IM f W %ALEP MM 10d AT 60 OZ., dM)M AMP tr Or f9M.W toLgM NoMp Tyr. cavils S7*Apmmpzcl it • wow WILMD Map 9 ON I No -Now ob pv" &r-, 1. FOR MANDUAL S PLMEAMW am '9wr aL /000� 634 a. Pvtovwl! THICK SIM V%MMClt AT ALL 'ANG640t !'MT LOGAMM P 20M M. SECTM Za0 010 00 dL Kft■Ls "M OW 9A M or MM OM AT AMM" FWAOM eDGM AM S" PLAIM PM MALS Wlr 29W AM dmW Mr. *4406 *M EMT WDACoM b" 9M c PC NW V2 AM 2K L IW TAME 25 S 10. AT ALL FMMN UP CoQP9M LrOrC,AT1o1 PLACE WRAP HMV V CX 11 So 7t4►T 4. or mmv vom a ar im rwz*4 camcK Typwo^L. mm ^ VOUXE SINAP IS PLACE 90 TWAT 00 STRAP 4L 0 it " MOM COOPINM Typ. IL AT ALL VW9XM LOGATUM& PLACE STRAP HMP VC1 11 So 7t6►T 4. Or #cLV OWN 1 a b-&w owr Pvw" apm or low- Tic #4L ft!51 A VOLUX WRAP 10 PLACE 90 7K%T so S7WAP 4L so 1.1 a Plum low or Tvp. M AT olllkiL ALLM r-&w To qwmm* I Do= p9mum ap POWN 15 2-W POWN VOCK NOW ON PLAML oww "M ALUM r rat DaOR rm"a pom A Vamom SMW a PLAM 90 "WT MW *~ 4L a J-W a FWAN FA� CWVNM r 7v W. ,w iv A� -�-- -"W-- --- --- - - - - - �-- - - - - .. -- - - - , - -fir - - � - �. -. - - - -'. -- - . I - -- - - 46 • 0 fAlb . ............ ( A 4 �04 <i �V 9 llox" CWC* n;. p t _ 1 . rema cep" a S �i � �3 ��6 �� Y e�" silF 6 *1 L Is HOLDom flt. III sPeGles al�sa 1 1541wow To HOLD" �IhPdON 20�'! GAT/ILOi - 149"-M VIALM FOUNDATION L kvTL HD M HOLDOIM4 TY STUD Type FASTENER TO STUD ANCHOR BOLT GAP KIPS DETAIL NINEER I STH06 2X_ 24 Ibd - 2.37 0.25 I STHDIO IA6 051 26 Ibd "0 . 52 2Aq ASS 0 16 r4A2- 034 STH014 2X_ b 16d _ _ _ 4.48 16d • 2 A55 • 12 nA2 PHD6 2 2X... ID 7 /D' • 5.8b 5/D • D I6d • 2 PHDD 2X_ 24 7 /D' ♦ 6.13 lOd • 4 5 • 24 HDab 4X_ (20) 5058 7/D' M 8.33 T/I b 058 IOd • 5 H DIOA 4X_ (4) - 1 /D` • 1/6 9.54 7 - TAW OSB HD14A 5/D • 12 (4) 1" • 1 ♦ 11.08 1 HDI5 is wom N MINIMUM CONCRETE GOMPRE5IVE STRENOTH TO BE 2.5 KSI 07.2 MPa). B) REEFER TO MANUFACTURERS' GATAL065 FOR MINIMUM DISTANCE TO FOUNDATION C4RNER G) REFER TO MANJFAG7IJROW GATAL06S FOR MINIMUM 5AGKIN6 NEHOM 51ZE. D) REFER TO MANUFACTURERS' GATAL0 55 FOR ANCAM BOLT EMBEDMENT E) POSTS AT HOLDOMg 2X t 4X (S mrnX ! 69mmX) _ _ _ 02 OR BETTER 6X ( 140mrnX ) _ _ _ *I OR BETTER F) THE AWA40R TYPE HOLDOWNS AT OTHER LEVMS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOMt TIED BY A THIMMADED ROD. b) USE STmoomJ FOR STwo, STHDIORi FOR STHDIO, AND STHDI4ru FOR ST 014 "f9W RIM JOI5TS ARJc INSTALLED. H THE STUD FASTENER FOR STHD'5 SHALL BE Ibd 51NCER5. (1) MINIMUM STEM WALL TO BE 6 WIDE FOR I -STORY BUILDINGS, be MADE FOR BUILaIN&S HAVINS 2 OR MORE STORJES►. Mm om.wras"W.& eAR wALt >du�u.e «� III WON= -vw- ry Made Sox 5W • EATHNNb rN AR WALL CK (SIDE) EDSE NAUNS (IN 0G) AWHIOR BOLTS (IN OG) BOTTOM PLATE (IN OG) RIK43L.K TO TOP PLATE (IN OG) (KL.F) NOTES I b' ose IO d • b 5/8' • 48 Ibd • 3 A55 • 24 w/ 12 -Dd 0.25 I 2 IA6 051 10d • 4 "0 . 52 lbd t 9 ASS 0 16 r4A2- 034 I 5 1/16' OSB 10d • 5 5/6 16d • 2 A55 • 12 nA2 0.45 4 106' 060 W 10d • 2 5/D • D I6d • 2 A55 • 4 mA2-8d 0.60 1A,95 5 1/16 058 lOd • 4 5 • 24 2 -I6d • 5 2 -A55 • 15 nA2-8d 0.10 1-6 b T/I b 058 IOd • 5 "m • 18 1 2-16d • 2 2 -A55 • 12 r*A2 -6d 0.40 1-6 7 - TAW OSB IOd • 2 5/D • 12 2-I6d • 2 2-A95 • q m/12 - ad 1.20 1 Sam "ML NO= d0dK4L NO= (APPLY TO ALL WWR MAUS) A) FOR RATID SIEATHMrb PAf EL56 SPACE NAILS • 112 IN 0.305 04. AL.ONS WTERMEDIATE FWAMINS H!4EIER& 13) L3 4M ALL PAILS. W6E5 NM MM HUM 2x (51 14" KOGKll46. Co) APPLY 1iAL.M6 TO ALL STUDS, TOP AND 50TTOM PLATES AND BLOC A046. P) f1iAHM TO W A MAX KN Of 24 IN (6110 MU 04. E) FASTENERS SHALL BE ORIM4 I UGH METH SIURFACE OF SHEATH INS. F) PROVIVE SMV 13.00 M161111DER 7HE SEAR MiAL.LS AT THE DLAPH RAMS TO ACGOMMOPATE 7W BOTTOM PLATE ATTACI#43iT. 6) OFFSET PAID. JOKF'S ON EAC.N 51M OF MIALL H HKH ONE S7W !'JAY. VVICAAL.NOM !TOTE OHM Pft" OfPUV W MALLS OLLY NP=@ 1) APA RAT® SHEATHM EXPI / EXP2 / EXT OR G-G / C.-D / 5TRWT. II PLY1r XV. 2) PROVVE 9c5 (16 MW AT AD DINIINb PANEL EIDSE5 W NALS STA66ERED. 5) PROVIDE 0004IM 5x Chi I4" OUXKN6 OR JOISM OME -ATH BOTTOM PLATE WM 80TT0M PLATE HAWS STA66ORM. 4) MOLLS HM 6RFJITER TWAIN 0 W USE A HNK" OF A'.Jbc SL L FOR VV".5 FOR MIAL.LS BETHEE i 025 AND 0.60 kt. ANGH110R BOLT SPAC4H& M06 EIWI BY V2 OW ac Fes. 5) FRA~ TO BE A HU14JK OF 16 M (6110 H4" O.C. FOR SHEAR V4%15 I AND 2 - 6) PROVIDE NAL DO AT INI 04MI^llf 51.111 TFf SAM AS E#E NA6.N6 IN SHEAR tr1AL S TIAT UZ GM (SHEAR I Mr AS I AHD 2J. 'U FOR SHEAR VW "S 2. 1, O, AND 1 PAID. JOKIS SW LL 9W OPFSEI TO FALL ON !'RAfl16 M40M OR PRAImpa 5NALL !E'!' NOMAL OR T4IGKE'R AND WAS ON EACH r 5ii1" BE S NA TA66MM. awa.r.w�e.� WvALE • 114• = 1'-0" C -Z -1 F�CK M^TmptLAL 5TIt8i6T1!'�, PLE AeE am SHE CT OL I. L.AT!!!AL ANALYSIS PER Zood LpG. IhET1i 20 104m). SE3040 ZOm A 50 PUM STROM TIC COINNEIGT10M FEW GATAL 00 G- 201109. 6- FRO1/DE 2 THIM'.fIM F049 1M AT ALL A :oHM DOLT &.00AT1ML'IA_ FM 2CXM M. fd5GTWH JO 2 M'R1TT=4 Dl IONS TA/M PNECEPOCE OVQt 9GALL9 'q_ V% .LAS PM 6REATM l" 19W KP 01520C A MlMU1 GP Sc * ;vo !'� AT A LgTM P/MiL B70M 1M SWL .• FLATM FM PWAJ S S. Sl1u�'iG POW 1111W = a IeETfe ID rN 90 A 600 PL.F, A04CO �e DOLT SFAClI6 M06 slur cA !y 1W V2 00 2x - M TAKE 2504 4. TWlWrARY LQADNLr. RGOPti 200 OL + ?P LL • 450 TOTAL rtaoR. AP OL + 400 LL • 'MW TOTAL. !'VIL.L & LDS flL NP TOTAL S_ ALL F"**#E "AAA S TO S^TLT+r CHA rwt 29 =a_ gLgX c ALT. MY PC= loom ALj. 'J145rh I1 001, F11 &W PW M IOd AT 6' OL- d WWW AHD Cr OLD 09ELa) LOLANIS NO1EP T1T. 10. AT AL.L C 0111 9t LOG,ATWW PLUNGE STRAP H" OiC1 " 'JO THAT C OP MOLD I5 !r IN PMSOMq GOMaIR T V%CAt, Foam ^ POURA STRM IS vqmmml W PLACE 90 71AT aW STP A!' 0. 15 'Jr IN P! xwf CA CK TY*. R. AT ALL I IM I PIBCXM L0CoAT%2ft PLJA Z STRAP M01J;P DOfN so THAT fL HOP tcw Di0/MI 0 F -1/2' CW PROW IWW OF GPINM. TVIC.AL. roQI A PCLGLE STRAW a .' AAM SD MWT 00 STRAP E IS 6-4w N "111001 Upw 112E TIT. CL AT ALL Zkom - 1A4 A149W F-W 7O SlRM4 MKIM AOOR "am" GPQam& /!KM LZ 24AW PRO" DrZ7= OPM 4011 PLAM • #! � K. l D ~ r r CVY _ 1 A 0 N V N z Q �l5 A lb . 4