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Permit D05-283 - TRITEC HOMES - LOT D
RITEC HOMES -LOT D 16618 53 AV S D05 -283 G Parcel No.: Address: I Suite No: City o Tukwila Deparhnent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us 8858800052 16618 53 AV S TUKW Steven M. Mullet, Mayor Steve Lancaster, Director DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D05 -283 09/09/2005 03/08/2006 Tenant: Fees Collected: $4,271.06 Name: TRITEC HOMES - LOT D Address: 16618 53 AV S, TUKWILA WA Owner: Occupancy per IBC: 22 Public Works Activities: Name: TRITEC HOMES INC Phone: 253 - 863 -7708 Address: PO BOX 951, SUMNER WA Contact Person: Curb Cut / Access / Sidewalk / CSS: N Name: BRENT ROLLINS Phone: 253- 863 -7708 Address: PO BOX 951, SUMNER WA 0 Size (Inches): 0 Contractor: N Name: TRITEC HOMES INC Phone: 253 - 863 -7708 Address: PO BOX 951, SUMNER WA Land Altering: Contractor License No: TRITEHI983D2 Expiration Date: 03/22/2006 i DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,692 SQ FT SINGLE FAMILY RESIDENCE, 464 SQ FT ATTACHED GARAGE AND 96 SQ FT UNCOVERED DECK. 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: $246,480.12 Fees Collected: $4,271.06 j Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VN Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 70 c.y. Fill 70 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: i Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non- Proflt: N doc: IBC- Permit D05 -283 Printed: 09 -09 -2005 Z U U O_ Co 0. W W. U . w 0; Q. d LL = w Z 1- 0` Z ~. w. �5 U N. O —; w 0 H O ..z w z City o)Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. its Steven M. Mullet, Mayor Steve Lancaster, Director Public: .Z QQ � W L ., J . N Os (j) w H` W 0 . J, AL a. �.d. w z � . z w w 0 cn w W 0! , w Z H =; O F; Z doc: IBC - Permit D05 -283 Printed: 09 -09 -2005 f J,�WIW, wq City ox Tukwila 1 Steven M. Mullet, Mayor o y Department of Community Developn:etit Steve Lancaster Director I l0 6300 Southcenter Boulevard, Suite #100 N2 Tukwila, Washington 98188 Phone: 206- 431 -3670 �R •'•... » «.. ... 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us f { . Permit Number DOS -283 Issue Date: 09/09/2005 Permit Expires On: 03/08/2006 cr � Permit Center Authorized Signature: U 40, 1 �- Lgj Date: I hereby certify that I have read an aml 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 performa of work. I am authorized to sign and obtain this development permit. i Signature: Date: doc: IBC- Permit D05 -283 Printed: 09 -09 -2005 �g Cit y of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8858800052 Address: 16618 53"STUKW Suite No: Tenant: TRITEC HOMES - LOT D Permit Number: Status: Applied Date: Issue Date: DOS -283 ISSUED 08/04/2005 09/09/2005 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 14: 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. 15: 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 z � Z' w QQ � JU UO (1)o C0 W J � �LL w O J U_ Nd =w Z P. F- O Z �5 UC O� � H- w �O •• Z w CO) O Z doc: Conditions D05 -283 Printed: 09 -09 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 16: 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 distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 21: 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. 22: Any material spilled onto any street shall be cleaned up immediately. 23: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 24: 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. 25: 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. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 27: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. * *continued on next page ** Z u� D JU L) 0 Co 0 U) H �L W L L �d =w 1O Z F_ 25 0 D C3 ON C3 F- wW u. Z: ui U =. O Z doc: Conditions D05 -283 Printed: 09 -09 -2005 i 4 � � C o f Ti&xv i I f 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. { v 00 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws W w regulating construction or the performance of work. NU. w 0 Signature: Date: Q --„ M Print Name: r doc: Conditions D05 -283 Printed: 09 -09 -2005 s i { I i doc: Conditions D05 -283 Printed: 09 -09 -2005 CITY OF TUKWILA 1 Community Development De..airtment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION d King Co Assessor's Tax No.: 60 60'> Vn CGS 5.. Z Site Address: ' 8 ' r Ave S . Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: Tr'i teC HOMCS, INC•. Mailing Address: ' O e? Q X 5 / .S U M r A q839 City State Zip CONTACT- PERSON .: Name: 13 t`oeiq t Ro 11 % 1 1 5 - Day Telephone: a5 3 - $ fn 3 - 77 0 6 Mailing Address: p 0 Ox Q 5 1 S e w 44 '78320 City State Zip E -Mail Address broil wl 6 rr; fecKome S. Co n Fax Number: a 5 3 - 9 to 3 - 7 7 S 6 GENERAL'CONTRACTOR - (Mechanical Contractor information on back page) Company Name: rI" i t'ec 14om a S, /iv c-• Mailing Address: P0 8 0 X c is/ S U rrlrl e. r W A . .783 City State Zip Contact Person: B r ent R o i h n S Day Telephone: 6L 3 - $ 63 - - 1 , 7 o 8 E -Mail Address: b ro l l i n S Q 't i ter_h om es . .Co Fax Number: a 5 3 - 8 (3 - 7 7 9 6 Contractor Registration Number 7 r e #r Q 8 3 o at Expiration Date: V a D, O * *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: Oe.51CXV%5 Uh V, iM t ie. C Mailing Address t 9 3 g l St A Ve 5, sr ec F Ken t w A 190311. City State Zip Contact Person: yG.rvol Roc Kw t l f Day Telephone: ;U5 3 - 9 7 A- g0 E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: r I e w i ` G C- W R Co h S a .11,11 Mailing Address: I *� city State Z' ' Contact Person: C _ka r i eS W ' 1 �� �I t:1 MS Day Telephone: t-{ a5 - S3 6 - A 8 �3 E -Mail Address: Fax Number: %permits plua\kc changtApermit application (7.2004) Z - Z '~ W tx 2 D UO CO) C0 LLI J � co u_ w 0 �a Ca D = CJ F . w z F- Zo W w D o�_ wW U !6 Ul Z U CO O Z Page I I BUII;DING PERMIT INF(JTWA "JN � 206=431 -3670 Valuation of Project (contractor's bid price): $ - 1 s lo g - O4e Existing Building Valuation: $ I Scope of Work (please provide detailed information): LoI1 S'E�`VC."� 1�1�.W - qCf M + �y t�es�dence ,,,�'� +� aka ched C�araa e- Will there be new rack storage? ❑ .. Yes M.. No If "yes ", see Handout No, for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _17" *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: ❑.. Sprinklers ❑ ..Automatic Fire Alarm 29..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes K..No If' yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. kpernths pku4cc changakp=4 application (7.2004) Page 2 Z a Q LLJ JU UO Cl) 0 CO uJ J � CO U. W O LL ?. N �W Z Z O: 5 O N. D F-: WW H LL —O. tll Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor _�13 G VA) 1 2 7 2 Floor ' Zi3Z V /_ 1 /V 3 3 Floor Floors thru Basement 130 N Accessory Structure* Attached Garage f?"! Detached Garage 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) _17" *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: ❑.. Sprinklers ❑ ..Automatic Fire Alarm 29..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes K..No If' yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. kpernths pku4cc changakp=4 application (7.2004) Page 2 Z a Q LLJ JU UO Cl) 0 CO uJ J � CO U. W O LL ?. N �W Z Z O: 5 O N. D F-: WW H LL —O. tll Z U= O Z El PUBLIC WORKS: PERMIT INFO AA 6 3 01 i ION 3 9 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 ukwila El... Water District # 125 .. Highline ❑ ...Renton ..Water Availability Provided Sewer District . .. Tukwila ,ValVue El.. Renton El ... Seattle ❑ ...Sewer Use Certificate �' , Sewer Availability Provided []..Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Suhmitted with Application mark boxes which a I : ..Civil Plans (Maximum Paper Size — 22" x 34 ") � 0—Technical Information Report (Storm Drainage) ` `1[l•• Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) E:].. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed 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 [I./Right-of-way Use - No Disturbance El .. Right -of -way Use — Potential Disturbance Construction/Excavation/Fill - Right -of -way Non Right -of -way `0 ...Total Cut 70 cubic yards R - ..Total Fill = _ cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ` ❑ Work in Flood Zone Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private ❑ .. Grease Interceptor ❑ .. Channelization � ❑ .. rench Excavation tility 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 plw%ice chanScApermit application (7 -2004) Page 3 Z w w- W� UO to 0. UJ J CO) U. W O: � LLQ = C! �W Z� ' HO Z t— W LLJ �p ON OH W 2 U. F- -O ti l Z U CO. 'O ~ Z MECHANI.��-AL PERMIT��INFORMATIQN 206431; 3670'..; MECHANICAL CONTRACTOR INFORMATION Company Name: Mk W4V A % f nA ro Mailing Address: 1 t 5 5. e—Crl f C r ,$'lr Ta co M A W /Q . 8 y 0 g City. state Zip Contact Person: MAC V W G J e- Day Telephone: 800 - 5 4 6 ' Q55 y E -Mail Address: Fax Number: _A 5 3 • 3 77 3 (a Contractor Registration Number: A LLW A AC- '1 C. 3 Expiration Date: 5 A (a "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): X S'f'a a 5 Q 5 �Fv r Aac e - a (k C. - i ACl _1A4 * Wg +cr- TQVN G et s PtpIna for ;u.- rate, aWRA E#rC-p cmck loot W c.'t e r t'anK Or S foie.. Use: Residential: New .... 9 Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel e: Electric ..... ❑ Gas .... 9 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: City Boiler/Compressor: Qty Furnace <] OOK BTU t 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/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent I Hood and Duct I Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM I I Equipment . PERMIT: APPLICATION ; :NOTES:- ..ApplicA16 to all:permitiln this :Application. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR U HARIZED AGENT: ` Signature: Date: Print Name: Q t—- �-�bl� Day Telephone: a 5 3 7 7 O g Mailing Address: P O G O)( 9 5 1 5%~ e r W A 4 a390 City State Zip Date Application Accepted: Date Application Expires: Sta 1 'tials: f� o" %permia plwlke c4nyea%permi application (7.2001) Page 4 Z - Z '~ W !Y � J0 UO Cl) W = CO) LL W O �5 LL a co),a = W H Z F.. 10 Z H � p U O - C3 I.— W H -O W Z CO) O Z �.g City o f Tukwl l a f 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 ! (206) 431 -3670 { I Parcel No.: 8858800052 Address: 16618 53 AV S TUKW I Suite No: Applicant: TRITEC HOMES - LOT D RECEIPT Permit Number: Status: Applied Date: Issue Date: DOS -283 APPROVED 08/04/2005 Receipt No.: R05 -01342 Initials: 7EM User ID: 1165 Payment Amount: 2 �. i s Payment Date: 09/09/2005 11:55 AM ~ _ Balance: $0.00 ? ~` 1- 0. Payee: TRITEC HOMES, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 3300 2,807.16, ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 2,252.16 PW BASE APPLICATION FEE 000%322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 'PW PERMIT /INSPECTION FEE 000/342.400 120.00 PW PLAN REVIEW 000/345.830 120.00 STATE. BUILDING SURCHARGE 000/386.904 4.50 C: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Parcel No.: 8858800052 Address: 16618 53 AV S TUKW Suite No: Applicant: TRITEC HOMES - LOT D Receipt No.: R05 -01148 Initials: BLH User ID: ADMIN RECEIPT Permit Number D05 -283 Status: PENDING Applied Date: 08/04/2005 Issue Date: Payment Amount: 1 Payment Date: 08/04/200511:15 AM Balance: $2 W , 0 O' �o w= W LL Q: co) _a F- O U �. a ON i i w` _O v N 0 t ck i '' t ; ,��}s� }�� � � §fit ;�1 r � z + '�a 11� n c . +1 . ( � 5 ..: � { .: t� .. -• _.,- � ,,. .. . , ^ I ' INSPECTION RECORD °? Retain a copy with permit ' INSPECTION NO. PER I N � CITY OF TUKWILA BUILDING DIVISION 630O So Blvd., #100, Tukwila, WA 98188 (206)431-36 0 c Project: ' / / Type of Inspection: Address: Gf Ax Date Called: Special Instructions: Date Wanted: a.m: M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i s , ykm "m Proje ►`Z C> Type of Inspectiorr. r I I Address: 1 (ot P, S 3 Date Called: Special Instructions: Date Wanted: <a. m. parr: Requester: Phone No: COMMENTS: U G .f .. .... , lvtl � t � .ter . i t . f _._.. .._ a..... .._ _.... ...._ ............ . 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 -3 7 a. � Project: i t i C*YIE S Type of Inspection, S wre I A Addre s: tt '' 6 G. > V Date Called: Special Instructions: Date Wan ed: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: yam .. •� I :s�ii. ' }i; a ' In tor: Date: Vrit 'lb '- r; $ 8.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be a; id at 6300 Southcenter B vd., Suite 100. Call to sechedule reinspection. eipt No.: Date: 4:.a M.. 4.; :'ll .' t'�a �. ''4�e +,/'�YSC' .. i jZ :�k r ✓: T '4 T ` � + �1 f �: *:' 3'Y "' t;,,.�.',:. ^.+' Z Z JJl ••••• W VO. W = J CO) L �. d = W Z P F- O Z� U �. O N , O H W LL — 0 CO O Z "W! tit PP INSPECTION RECORD J Retain a copy with permit INSPECTION NO. P IT No* CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3 7 _ Pr2Lecg rr I' , ()YYV Type of lnspectior�: 00 (2 E. IL I r1i 61 1 Address: _R Date Called: Special Instructions: Date Wanted: a. m . Requester: Phone No: Ei Approved applicable codes. Corrections required prior to approval. per COMMENTS: Nr W nP k F J: 4 , ' 4 Ins tor: Date: ' 8 00 REINSPECTION E REQUIRE Prior to inspection, fee must be %E r ai�atQOOSouthcenter lvd., Suite 100. Call tosechedutereinspection. 1pt No.: e: Ei 2 ' ' -E INSPECTION RECORD 1 Retain a copy with permit D�25-a - CITY OF TUKWILA BUILDING DIVISION ~~~~ ~~~ ' ^ ~'~`^~- ~'^~'` *100, '~~—WA '— — ~~'—~ ~---' — k3 l �.rl�| Project: Type of Inspection: Addr s Date Called: Special Instructions: Date Wanted: M. Phone No: � / !" t�lrov e applicable codes d per" ~ Corrections required prior to approval. i ' ' cto Date: ;iid Ins �W REINSPECTION�EE REQUIRED Prior to inspection, fee must be gr t 6300 1 It I ` . � . i .:+;�....: .tC":' „'Y,t'Lr- :.m- •' ?i:. ..•... a �._r ...... .... .�.. r..._..,.s...._.....« _ ,.. INSPECTION RECORD r >> Retain a copy with permit s a INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PEt: -Q. . Type of Inspection: Address: _ � Date Called: 4- 1 1 Special Ins ructions: Date Wanted: a.m. it p.m. Reques er: Phone No: Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: kA Y } l v ,x P Inspector: q Date: ,:; i iLA $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1#w ;;.. paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: �Y Al �V.�a INSPECTION RECORD ZY ] Retain a copy with permit bc�) w ' INSPECTION NO. PERMIT N0. = CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project;: -- - 1114 Tg�, Type of Inspection: / ( 'j s : � Add ` r Date Called: Special Inst ctions: Date Wanted: t a.m. p.m. Requester: Phone No: I i i# i. �13 �i a Approved per applicable codes. Corrections required prior to approval. F I Inspector: '•�, Date: /7\ V n $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: w.:.�•r C::/4b..WSHri«T.MF.:'� ................J .J........ ,.,>...,...: a. f. .y:+ w..•.'n�(:+i.: Z Z: C . U U O: LU J S2 u-. LU W Q (1) ,�.. w: Z Z Off. W O S2: G H: W W; H fltJ Z ' z 0 q, xc IN. INSPECTION RECORD Retain a copy with permit — INSPECTION NO. PE .,C B UIL D IN G 'G DIVISION ITY OF TUKWILA BUIL N t : j , 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)43-l';6 0 src Project: lot 0.0 Type of Inspection: /- Kd I I er. Spec TaTtrittructions Date Wanted* a.m. Requester: Phone No: Z 3: i- Z 0: W : 00 V) W I W J*.� J I.- C0 U., W 0; LL U) M. CY 3: 0 Z 1-- UJI wt 5: C) 13 X W. U. "..'k W co)p 0 Approved per applicable codes. Corrections required prior to 'approval. tOMMENTS: Inspector/ z IDate: V F1 $5 8. (INSPECTION FEAEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl, to sechedule reinspection. lReceipt No.: Date: Z 3: i- Z 0: W : 00 V) W I W J*.� J I.- C0 U., W 0; LL U) M. CY 3: 0 Z 1-- UJI wt 5: C) 13 X W. U. "..'k W co)p 0 Inspector: e: $58.00-REINSPECTION F REQUIRED. Pbor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: e: E ...... .. '-- INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. PE (MIT CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)431-367 Project* Type of Inspection: Td Date Called: Special instructions: Date Wanted: P Requester: Phone No: J I pproved per applicable code S. Corrections required prior to approval. COMMENTS: T ti 7 Inspector Date: $58.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. e: ]Receipt No.: Dat INSPECTION .'RECORD Retain a co with ermit py p INSPECTION NO, PERM 0 CITY OF TUKWILA BUILDING DIVISIO 0 � 6300 Southcent r Blvd., #100, Tukwila, WA 98188 06)431-36e e 2 0 B Project: - r — /3 / 7 Ho n S Type of Inspection: �AJ 4 Address: / 66/C'? J5 3 , 9 - a S Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 iiq` Inspector: Date: 4 112 $58.00 REINSP E CTIOJEE RE&RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. Receipt No.: Dat e: INSPECTION RECORD Retain a copy with permit R. INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION z 6300 South Blvd., #100, Tukwila, WA 98188 (206)431 -3670 � Project: Type of Inspection: Address: 5 Date Called: Spedial Instructions: Date Wanted: a. — 2 — e; ' Requester: Phone No: it pproved per applicable codes. MC orrections required prior to approval. I RV si paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Z Z. , J -J L) U0 A W; W x -J CO U- W 0' Cy! � e, :,.w; ' ..t,' 'Yd;fikQ'.'dliks:'.^ne4'SK,.: ;cpf'.. ;, ?M'''. l,A '.<;.r�::':: `tM1 ;'a, %+Jr ,' :I; •; R ' t a , U y � r '�� �� J INSPECTION RECORD. Retain a copy with permit d "' INSPECTIO NO. W PERNO CITY OF TUKWiLA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 7 i Approved per applicable codes. Corrections required prior to approval. El COMMENTS: it ' I i• 1 Inspector: Date: / Gxj $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 3 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Type of Inspection: Address /: ,/ /-t & p Date Cal ed: Special Instructions: Date Wanted: .- p.m. Requester: Phone No: ����: i����C�? �• �. t �' �r��` �E`; i?.:, , ?(scT±�f`�J�i4� &,w.r Z�'+ q t �Ye �' ri �"i i S i .b INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. :. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -36 rcelpt No.: Date: S E z �w �1 U0 w= H. CO w w O J LL <, W ) C � Y w W U0 o t- : = W. LL U-- �O Z U F= .O Z 0 INSPECTION RECORD 1 a copy with permit INSPECTION NO. PERMIT #N09". CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 - 3 ti 01 J., R, Project: /Mm- Type of Inspection: ' 5 - / & Address: 6 6 tO 53 A Z/ -5 Date Called: S pecial Instructions: Date Wa n a.m. Requester: Phone No: Ap prove d per applicable codes. Corrections required prior to approval. COMMENTS: 14 4 Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedute reinspection. Receipt No.: -- Date: z LU _3 0 00 w o. CO) UJI W X: co F-' �co U. " .W 0; IL S2-a 3: F- W z 0 W ~ 25 Lu LU LL —0 tll Z CO) 0 Z 0 INSPECTION RECORD A� Retain a copy with permit INSPECTION NO. PERMIT "IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0)46431-3 6 k7 f. Project Type of In ctl Addre 7Z s' &l Date Called: Special Instructions: Date Wanted: a.m. cp Requestdr Phone No: 1�Approved per applicable codes. Corrections required prior to approval. COMMENTS:, Inspector: F� $58.00 REINSPECTIOqAeEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to sechedute reinspecd( l t Nd., Receipt -- ,�� .. G.::;� f ' 4 ilrt��.w,�JL_: <.y,yy rfrt�i ��y. " +C j .. . ,...., «....�.. ..�� ��,( W . J 0 0 LL. W 0 � kL Q. CY LU 0 Z W Lu � 5 Cow c,'�'r'��. .g•r 1ti 4 INSPECTION RECORD _ I Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION '= 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 r � Prole •�.^' �/ Type of Inspection:� I � Inspection: - A Ze;s ! p a i Date Called: Special IInst ructions: Date Wan p.m. Requester: Phone No: I ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: fi P J 1 $58 ON FEE REQUIRED. ic r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 Ca ll to sechedule reinspection. Receipt No.: Date: Z Z W U O' N 0 CO) = J CO) LL W O W ?•. CO) W Z • L O' Z F— U� O CO.. D F—: W W' H W —O wZ O H` Z pp M �YV , �:.......... � t...- ...emu:. «r......- �..- .s= ':L.+. ti:...�t t 1 r ... ..... ..: ;..,: INSPECTION RECORD Retain a copy with permit INSPEqTION NO. PE IT N CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ' Corrections required prior to approval. COM )q NTS: ec r: Date: 8.00 REINSPECTIO FEE REQUIRED. MAO inspection, fee must be aid at 6300 Southce er Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 7'NE... 1` Type of Ins ction: Address: 6 * v � Date Called: Special Instructions: Date Wanted: _ a.m. p.m. Requester: Phone No: 7'NE... 1` INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 PrgjW- Type of Insp§,MoD; ^J Addr ss: Date Called: Special Instructions: Date Wante a.m. p.m. Requester: Phone No: y. 57 _.._ INSPECTION RECORD - Az:) Retain a copy with permit PECTION NO. PE (OF TUKWILA BUILDING DIVISION �. Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Project: f Type of Inspection: /M r � f � Date Called: Special Instructions: Date Wanted: _ a. m. Requester: Phone No: COMMENTS: JAW 0 Prect: i l ee. Type of Ins ec 'on: 1�. J A j Date Called: Special Instructions: Date Wanted: M. Requester: Phone No: COMMENTS: l� % ate �aG�G- . Si r✓ INSPECTION RECORD R etain a copy with permit L—a5 INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pro' -jW Type of Inspection: Address: 00, 0 Q Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 4 1 00, Inspec Date: h 62 K 8.010 REINSPECAON FEE E UTRE D o inspection, fee must be pai ( at 6300 Southcenter B1 .�Sulte� Call, to sechedule reinspection. Receipt No.: Date: �z Z W. C.)0 0 W U. LU 0, J. u_ N_ 0 . W z 4— 0, Z W W. , =y 0 �0 W W: INSPECTION RECORD '2 Retain a copy with permit 0 INSPEPON NO. PER 0 ' CITY OFTUKWILA BUILDING DIVISION .630OSouthcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 Project: - I - kk \7 E Type of lnjRiFt�iopij A k k C. Address: It 61� J S Date Called: ' X - I - 0 ,Special Instructions: Date Wanted a.m p.m. Requester: Mone qd� z; 83 Approve&per codes. Corrections required prior to approval. El COIV1 NTs: 1 7 In pec Date: 1 8 00 RIEINSPECTIONf EE REQUIRED P or to inspection, fee must be 0. R 0. Call, to sechedule reinspection. - P or aid at 6300 Suthcent6r Blvd. Suite T , REQUIRED. Receipt No.: Date: z W _3 0 U CO) W X: -J 'Cr) LL : WC 9:3 LL 3: W 0 Z W L U: 5 0 W LLJ' C.): u. Z '' W C0 tq ttrl0. fi 34e 4iYr%' t { t�s se.: « t t .:.' 'INSPECTION RECORD . 6 1 � Retain a copy with permit Zb s INSPECMN NO. P T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Projec • Type of Inspectio Addres 03 53 z-G- Date Called: Special Instr ct ons: Date Wanted: m, Requester: Phone No: Receipt No.: Date: $58.00 REINSPECTION- FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. �afit;'F� °�ci"c���"� r .i�7y3N"7L , y �t t ^r +il� {.. �'r �:w .p�4._ _ • �� ., . ``. ..��r . .. _. r.�r . i � >1 e > . ,.7,�.�i�q ♦� Y. eta .. Special .Instructions: Date Wanted: p.m. Requester: ? INSPECTION RECORD Retain a copy with permit r S� INSPECTION NO. PERMIT :} CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 t. r� S ct: �� Tv f Inspection: 4M-1 W2eL& A dress: pate Called: Special .Instructions: Date Wanted: p.m. Requester: Phonq N� off- .._ .�� Approved per applicable codes. Corrections required prior to approval. n ; ;. CO ENTS: t :tl t S � Date: 5 1nspeZW. .00 REINSPECTION FEE SQUIRED. PH r to inspection, fee must be 'd at 6300 Southcenter B d., Suite 100. Call to sechedute reinspection. t'y a No.: Dat e: :. Y INSPECTION RECORD Retain a copy with permit h��ti " INSPEgrION NO. PER MI CITY OF TUKWILA BUILDING DIVISION X 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0�6431-3670 Projec Type of Insp ction: Address: ho Date Called: Specifal Instructions. Date Wanted: a.m. Requester: Phone No: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: I Receipt No.: r: Z Z W 00 � N 0: CO) 111, W J (/) W 9-1 U- Z H O. Z F- - ILU Uj CO) 4 0 W U U. 0; LLI Z Z j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspectio INSPECTION RECORD P05 Retain a copy w ith permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: — rieifex, Homes ,e of Inspection: e N 4�owri- out P-9 .. Addre s. 1bb1L3 5_3AVe 'S Date Called: Special Instructions: Uimn Lot D Date Wanted: a. m. p.m. Requester: Phone No: 20(o-234-3838 App roved per Applicable codes. Corrections required prior to approval. F� ' COMMENTS: T- e, Qk, A M y A J Inspector: Date: I QL . I I Receipt No.: 17 I F $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. I INSPECTION RECORD Retain a copy with permit INSPECTION NO'. PERMI O. CI OF TUKWILA BUILDING DIVISION 63'00 Southcenter Blvd., #1.00, Tukwila, WA 98188 ( 06)431 -3670 Proje Type of ftLspection: Address: ,�p.zG Date Called 70 i Special Instructions: Date Wanted: a.m. ; P -m- Req ester• r 4 P ne o: �3X Approved.per applicable codes. O Corrections required prior to approviF f COMMENTS: I i I , - I I, Inspect r Date: �.� i $58.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: l } Sf ... I t, „`" r ,v t .,,�,l. d+ " ,� y;tn : !" u - R+, hY:`:::r .''.'Y ??f;.:ai:�.�1` -.'};: :�t;�'�� FS,T. i.•,, - .�� Z J-Z ILI JU U O N O Cl) =. J � W O LL Q. N_d = W H =. Z F . W ~• W. �p U O N O Fr- W W. H F' L 111 Z U N Z 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 i f S Pro ject : / Type o Inspection: ress: � Date Calle d: Special Ifinstructions: Date Wanted:. �,�r p p.m. Requester: Phone N�o: 1 ❑Approved per.applicable codes. Corrections required prior to approva� COMMENTS: Receipt No.: Date. '}�, �,~ �Il�;: �l' �tiCTT�. i�'. 1�t. L����'• �1.' Zq�fi�° L' wil ll. i/ � '4li {T..l.��x�rACY4a.�l��'�tii LP' Y. • �^" I `'+ :/. W., A..� �Yi..Tf['.� I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Po et % r' * . , 7 r(.jr — wf pe of I f M o A ss. 12 (Y/ Date Called: r (o Special Instructions: Bate Wanted: a.m. Requester: Phone No: W�p xq Aj C orrections required prior to approval. M Approved per applicable codes. COMMENTS: t E l Inspector Date M $ EINSPECTI 3 E RVQUIRED. Prior to inspection, fee must be paid at 6300 Southc nter FEE Blvd., Suite 100. Call to schedule reinspection. rt A 0 i Cornerstone / Geotechnical, Inc. 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 1� 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425. 8441977 Fax: 425. 8441987 RFCEIVED , APR 0 1 2006 COMMUNIT pEVELOPm 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. I f 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 i 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 i Q Z W �D J LY U O M a W = N LL: W O LL Q' � = W' z �.. E- O' Z LU Do U O ;c) H. W W_ ui Z Z Cornerstone Geotechnical, Inc. i i w, U; U0- ' W =' . J H; CO LL; w O; !L Q _ UJ Z z P;. w w' 5o o ku u. ~O ui Z; U N O Z CWA 360 - 871 -5633 P..1 23� CWA CONSULTANTS, P.S.IZ� STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E. Caraway Road, Port Orchard, WA 98366 (360) 871 -5433 FAX (360)871 -5633 E -Mail: chuck.cwa@verizon.net January 0,2006 RECEI ry CITY OF TUKWILA 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' hi h walls may be used 9 9 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 i. 35473 ,r �SrnNAL h � EXPIRES 03 -16 - 0 j i t. r Z .. W � U U O �n w w z. N LL: W O d w, F z o,. 5 . o w LL 0; ui z. U_ :o ~ z } I.,UKNtttb I UNLULU I LUHN l UQ flame - �- I � Cornerstone �'�y 04 Field Report to Geotechnical, Inc. CG File No. , �S 17625 -130th Ave NE, C 102 Project: ► r ► Tt° 41 - - T- � `"' l �` Date: 0 6 Woodinville, WA 98072 Weather: 5 5 / L k `^ ) Report No: 5 Ph: (425) 844.1977 Purpose of Visit: "�r� y Page:_ of 3 Fax: (425) 844 -1987 L2,-1 B y,. W P ry five) \* AE r ei -te J Ah) 4a evalk&5le'' �zo di3— S u� 74f Lo'y D , 0if\ ao,ivo o6.tero) ,` 41 Lo e. .x t '-- 1 l A` 6 S9;` iVC 10r `` j t heoi57 car pK +k' rt,'JVpu or zows fac ir. ��aCe , W�'Th a �•�1M)f�1 � 1pc�. ,x• c�vv, �c��C '�o ;f,�, Can�j •��o�„ ;or Ohc�P�' ¢ Al rec)rAVACO A A-1 wa�pr - i�� sehi) Sl atA It, �0 C7h(r('E 13��GPM 5 %141) ��n,'f C�h ��� � evO gV4Ti0\.. Q tF C � wt wt Ph el�n�dAj c�r;�r u`r tfs•��r� � e A� (:Oath. . ( g� Fi La's' .) is -� � � r 1,1 a fat �','O�. �► e ;s4;V-\ e avc lia � ie e 4 e N e,( - c( ;5mrr e � 1•�s �f lie �7Wlr� �I�w Chn 1, 1,5e� OV\ pfey'�,5. e�A� ro Lt i it t'J -w f 09 I t V)? 1n S)gnature: eGY beer; k 1 k �n z F- � JU U CO O J �LL w o �a CO) D z d. I .-w z �. ZO �O U 10 CO O F- wW �U � Q ..z W U= o� z . U, U I I �UU� i U. JU 44 J0441 7p / UUKNLHb 1 UNLULu I EUHN1 PAGE X15 �Or c .Field Report Cornerstone fto Geotechnical, Inc 1, CG File No 5 3 17825 - 130th Ave NE, C102 project: �� � ` �`� Kv'"� C, Date; Iq 0 Woodinville, WA 98072 Weather: S', L 1J� Report No: Ph: (425) 844 -1977 Purpose of Visit: Page of 3 Fax; (425) 844 -1987 ev s1�; o• LA � 1' �• �� -�'� I� s�)S ��atr� �►. I;�� 04 �c1�1 '�wt�o� ►� sIF�E' C'n�. Oc�;�t R S„;�'�I•� >I`A() T4 �`�%+1-)o �`���i�A5Y W e fQCaPAMt f�r& ALX Signature; Z Z �w U O N0. CA = _J N LL WO } J . U- ?. N = W Z F- 2 00.. �5 U O N. 0 F- WW �O .. Z' W O Z S t �Reterence: Sne Plan based or, s to plan by Baima and Holmberg Inc Oatea July 26. 2002 Site Plan �CaSe Val oilo �krt, base a 20 40 L Scale I'= 20' Pav{ 3 ' 3 1914105 LEGEND TP -1 Number and Approximate Location of Test Pit z NOTICE: IF THE DOCUMENT IN THIS FRAME AN THIS NOTICE IT IS DUE TO THE QUALI Y L C r C t S ' r L G C C rT _V C rr ri rr r� Z D r, Cr Ire -F Z Z iY U0, QQ 0 JU 00 w= J � N U- w O. u- ? � �w z O . Z H_ W DO O N OH WW U. -0 w Z O ~. Z Aft eonpe.-c-4e ' Field Report Cornerstone No Geotechnical, Inc CG File No. 7;, ife &oya Date: 17625 - 130th Ave NE, C102 Project: r- Woodinville, WA 90072 Weather: S ✓ Report No: Ph: (425) 844 -1977 Purpose of Visit: � C { ` �' '� ` "` Page : - of Fax: (425) 044.1987 By: .✓rl c i t •f -n 4 4 .,4 r C'A' <ko l h off- � L a -t D . � rr� vc.. l /..iC /J �,�,�1 ciCt/I �`�t � t� f o•..ct/�- �' x,1'4,.1 / `i. C- 'A k^ f w c-/ v .' .•e .L A C'G. �►r r� yr a c i hl n-A eelr% 9- ip A5/ -i 2 4 f L e-jW, Ire -F Z Z iY U0, QQ 0 JU 00 w= J � N U- w O. u- ? � �w z O . Z H_ W DO O N OH WW U. -0 w Z O ~. Z Aft eonpe.-c-4e r c c L b- c c r I r r 0 t t r Q C C L R z U_ C Z rr a rr C_ rr C S Z Z rr rr A NOTICE: IF THE DOCUMENT IN THIS FRAME IS T N THIS NOTICE IT IS DUE TO THE QUALITY O F THE DOCUMEN - A , DESIGNS UNLIMITED STOCK PLANS CUSTOM DESIGN FILE COPY Gravity Load Analysis PLAN 2692B/DB/2 Beam Calculations using Beam Chek 2.4 Software and/or TJBearn 6.16 Software NDS 97 8/2/2005 C4%%"" AUG - 4 2 PERMIT CF-M REVIEWED FOR CODE COMPLIANCE SEP - 63 2005 CWY Of Tukwila F . I f 7.., IVVT TO J, :WFf�YAW§@'-PJIPIQ�t!t�Mcff�'§-2580 • Fax: (253) 872-3649 ■ 19613-81stAve S - Suite F Y X Email: designstudio @designsunlimited.com El J BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2692B/BD/2 BM I R M. BED Prepared by: I.A. Date: 8/01 /05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '97 Min [searing Area K = .S.0 in`K- = Z.b inz Beam Span 6.5 ft Section 601 Beam Wt per ft 7.87 # Reaction I TL 1213 # Reaction 2 TL Bm Wt Included 51 # Maximum V 1213 # Max Moment 2878 '# Max V (Reduced) 1084 # TL Max DO L / 240 TL Actual DO L / > 1000 1118# I Attributes Section 601 Shear inz TL DO in {) Actual 49.91 32.38 0.07 Base Adjusted Critical 33.85 21.68 0.33 CF Size Factor Status OK OK OK Cd Duration Ratio 68% 67% 22% L oads Point TL 4 _ B = 1240 Distance 3.0 R2 = 11 18 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv (psi) E (psi x mil Fc ► (psi Base Values 850 75 1.3 405 Base Adjusted 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 L oads Point TL 4 _ B = 1240 Distance 3.0 R2 = 11 18 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 26920/BD/2 BM 2 LIVING Prepared by: I.A. Date: 8/01 /05 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS '97 1 - 111 1 UCc11111Y,/'11CA 1 \1 J•J 111 - 1 \L— J.J III Section ins Beam Span 5.5 ft .Base Values Actual Beam Wt per ft 6.17 # Reaction I TL 1337 # Reaction 2 TL Bm Wt Included 34 # Maximum V 1337 # Max Moment 1838 Max V (Reduced) 1043 # TL Max DeFl L / 240 TL Actual DeFl L / 954 1337 # 1 Attributes Section ins Shear Onfl TL DeFl in .Base Values Actual 30.66 25.38 0.07 Base Adiusted Critical 19.96 20.86 0.28 CF Size Factor Status OK OK OK Cd Duration Ratio 65% 82% 25% Uniform TL: 480 = A Fb (psi) Fv (psi) E (psi x mil Fc 1 (psi .Base Values 850 75 1.3 405 Base Adiusted 110.5 75 1.3 405 CF Size Factor 1.300 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: 480 = A BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2692B/BD/2 BM 3 LIVING /FOYER Prepared by: I.A. Date: 8/01 /05 Selection 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions n ' 1 - 1111 UCd1111 hI Cd n1 — J.V 111 - 1 \L— J.V 111 - Section in Beam Span S.0 ft Base Values Actual Beam Wt per ft 6.83 # Reaction I TL 1947 # Reaction 2 TL Bm Wt Included 55 # Maximum V 1947 # Max Moment 3895 W Max V (Reduced) 1,582# TL Max Defl L / 240 TL Actual DeFl L / 732 1947 # Uniform TL: 480 = A Z Z ` W . Q `. U0 ca cl;, CO) W ; .N LL: W 0., . _U LL a. CO) D: I-0. Z W W '` iO W W;. U- W to ` Z Uniform Load A Z r R1 1947 RZ = 1947 j SPAN = 8 FT i Uniform and partial uniform loads are lbs per lineal ft. Attributes Section in Shear inz TL Deft in Base Values Actual 42.19 28.13 0.13 Base Ad'usted Critical 19.47 12.49 0.40 Cv Volume Status OK OK OK Cd Duration Ratio 46% 44% 33% Uniform TL: 480 = A Z Z ` W . Q `. U0 ca cl;, CO) W ; .N LL: W 0., . _U LL a. CO) D: I-0. Z W W '` iO W W;. U- W to ` Z Uniform Load A Z r R1 1947 RZ = 1947 j SPAN = 8 FT i Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi] E (psi x mil Fc (psi Base Values 2400 190 1.8 650 Base Ad'usted 2400 190 1.8 650 Cv Volume 1.000 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 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2692B/BD/2 BM 4 GARAGE Prepared by: I.A. Date: 8/01 /05 t Selection 6 -3/4x 15 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions rein isearmg Area K i = /.0 m° KL = /.O in" Beam Span 16.5 ft Section On Shear Onz) Beam Wt per ft 24.6 # Reaction I TL 4947 # Reaction 2 TL Om Wt Included 406 # Maximum V 4947 # Max Moment 20405 W Max V (Reduced) 4197 # TL Max DeFl L / 240 TL Actual DeFl L / 678 4947 # I Uniform TL: 575 =A Uniform Load A R1 = 4947 R2 = 4947 SPAN = 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. t Attributes Section On Shear Onz) TL DeFl in Base Values Actual 253.13 101.25 0.29 Base Adjusted Critical 104.69 33.14 0.83 Cv Volume Status OK OK OK Cd Duration Ratio 41% 33% 35 0 /a Uniform TL: 575 =A Uniform Load A R1 = 4947 R2 = 4947 SPAN = 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. t Fb (psi) Fv (psi) E ( x mil ) Fc (psi Base Values 2400 190 1.8 650 Base Adjusted 2339 190 1.8 650 Cv Volume 0.975 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: 575 =A Uniform Load A R1 = 4947 R2 = 4947 SPAN = 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. t BeamChek v2.4 licensed to: Designs Unlimited Re; # 8101 -1456 2692B/BD/2 BM 5 REC.RM Prepared by: I.A. Date: 8 /01 /05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '97 Min Bearing Area R 1 = 4.0 in = 4.0 inz I Attributes ! Actual Critical Status Ratio BeamChek v2.4 licensed to: Designs Unlimited Re; # 8101 -1456 2692B/BD/2 BM 6 DECK Prepared by: I.A. Date: 8/01 /05 Selection 3 -1 /8x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions 1 \1 - J.1 111 - 1\L- J.1 111 12.0 Ft 7.97 # Reaction 1 TL 2028 # Reaction 2 TL 96 # Maximum V 2028 # 6084'# Max V (Reduced) 1732 # L / 240 TL Actual DeFl L / 496 2028 # Attributes Section in' Shear (in') TL Dell in Actual 57.42 32.81 0.29 Critical 30.42 13.67 0.60 Status OK OK OK Ratio 53% 42% 48% Fb (psi) Fv (psi) E (psi x mil Fc (psi Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 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 0 ,CITY OF TUKWILA — BUILDING DIVISION Prescriptive Approach — Simple Form I For the Washington State Energy Code (2003 Edition, Climate Zone 1 �" Site information Lot: 0 s► s� PIS *LC3 --070 Address: t (P 6 AS 5 0 6 Ve s, City: Tv Kvis%A State: k) A Zip: q 819 Contact: erent R011 i ✓ . Phone e 2, 53- 8 63- 7708 Phone 2: Z.0 6 -36 3 - 10 0 Fax: A 53 - 863-779116 Building Department Use Only Permit #: C1. K CODE CO MP'LIANCE Table 6-1 PRESCRIPTIVE REQUIREMENTS 0 -1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 numuea u Option Glazing Area Glazing U- Factor Door U- Ceiling Vaulted Wall Above Wall int Wall Ext Floor Slab On Table 6-1 PRESCRIPTIVE REQUIREMENTS 0 -1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 numuea u Option Glazing Area Glazing 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 ill 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 compiles with the following: RECEIVED ✓ The project is a single family residence or duplex. CI1Y OF TUKIMtA ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. AUG -- 4 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: ❑ 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 ❑ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program Z Z W D -J U UQ LU CO U. W O U. Q N:3 �w Z F— W �p .O Cl) W W. U. O W Z CO 0 F— Z Prescriptive — Simple Form — Climate Zone 1 7/26/2004 3 Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1104 Select One Option r5Z e Condltioned 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 602,7,2 Glazing Area Total / Cond one oor Area, not to exceed I% 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 G Glazin Glazin U- Factor Wall= Wa41• 1r+Ja0• Sl Option Area • Door ° Cellln a g Vaulted Above int ext Floor*" on •.6 of Floor Vertical Overhead" U- Factor Celling Grade Below Below Grade Grade Grade 1. 12 %t 0.35 0.58 0.20 R -38 R -30 R13 R -15 R -10 R -30 R -10 Iv 1 15% 0.40 0.58 1 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 I R -30 r 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 Onl 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-1 Occupancies Only Unlimited 0.35 0.58 0.20 R -38.' R -30! 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 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 G �i7 Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Exterior Doors Plan Component. Door Percent Width Height Glazing Door Door ID Description Ref. U Glazed Qt: Feet "`" Feet "�' Area Area UA i t r 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 Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component. Glazing Width Height Glazing ID Description Ref. U Qt. Feet inch Feet inch Area UA U I T -� I A I UXA 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) 7/28/2004 2 of 3 Z Z� F W W J U. 00 0)0' to Lu J = H CO u_ W O U. 0) 0. _ W Z I h- O Z I—. LU � p O co. O !— W W` F- U U. 0 ' liJ Z U= Z Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 i Overhead Glazing Plan Component. Glazing Width Height It. Feet inch Feet i " Sum of Area and UA Area Weighted U = UA/Area Section 602.7.2 Exception Plan Component Width Height ID Description Qt. Feet inch Feet inch I i j" _Sum of Area and Area X3 krea UA A Area Area X3 7/28/2004 3 of 3 Z QQ iE- Z U 00 CO W W =:. J LL W O' LL <. H W:. Z !— W ~. fy D p; W W' IL O ' w Z U N, Z 1� L, fY cue a �n�ev R _�pN C � rN)F t. This lateral design has been personally reviewed by me and it is in full compliance with the 2003 International Building Code. PO! z . U' U O�. COD' N W' H: W 0, E O N W W.. Z V N `Z x A — B 20.0 3 3 .... 2 1 Walls [ 7/16" Wood Structural Panel wf 18d Box E Gv III ecies S tuts w � s ' [ i M +rpson Cnnctr ]ie Holdown] *-- Exceeds MaxilAuM table value M X d W O O 1 �� Storg 2 2. Y 24.0 32.0 i 13 3 2 2 2 2 3 3 B 20.0 .c ............ 1 1 1 1 1 1 ' 5 5 C 40.0 2 ............. 2 , .............. _ D 42.0 ................. ,........ Walls : L 7/16" Wood Structural Panel w/ 18d Box [Gr III Species ]_ Holddowns: [ Simpson Strong -Tie Holdown] C Gr III Species Struts : [ Si mpson Cnnc tr 3 *-- Exceeds maxi table value f 1 ■ D 42.0 Walls Holddowns' Struts 24.0 32.0 1 i 1 1 1 1 2 2 [ 7/16" Wood Structural Panel w/ 10d Box CGr III Species 3= C Simpson Strong -Tie Holdown] [ Gr III S ecies C Simpson Gnnctr 3 *- Exceeds maximum table value Y �.1 A — L11 [ Shear Wall Schedule ] [Gr III Species ] [ 7/16 Wood Structural Panel w/ 10d Box] I j i j 011 C CL.L VV d.L 1 1V V 1. C 5 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 2x (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 specifically 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 >0.35 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 majcimum 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. r � ZZ U W� J U U O. Nom. w =; J F- Co LL 11J O. LE j: =� F- _ Z F- O Z F-: U O o H- wW H C.); U. O. Z U'N. Shear Wall Edge Anchor Bottom Rim/Elk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Kli) 1 7/16" OSB(1) lod @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 1 2 7/16" OSB(1) lod @ a 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.3a 1 3 7/16" OSB(1) lod @ 3 5/8" @ 12 16d @ 2 A35 @12 w /12 - 8d 0.45 1,3,5 4 7/16 OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 1- 9 w /12 -8d 0.60 1,3,5 5 7/16" OSB(2) 10d @ a 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 1 -6 6 7/16" OSB(2) lod @ 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 -8d 1.20 1 -6 011 C CL.L VV d.L 1 1V V 1. C 5 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 2x (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 specifically 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 >0.35 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 majcimum 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. r � ZZ U W� J U U O. Nom. w =; J F- Co LL 11J O. LE j: =� F- _ Z F- O Z F-: U O o H- wW H C.); U. O. Z U'N. i i _ [ Holdown Schedule ] j Gr III Species ]-- [ Simpson Strong - Tie Holdown] [ Simpson 2004 Catalog ] [ Simpson Strong - Tie Holdown ] Foundation Level HD Type Stud Fastner Anchor Cap Detail Type to Stud Bolt Kips Number 1 STHD8 (2)2x (24) 16d - -- 2.37 to Stud 2 STHD10 (2) 2x (28) 16d. - -- 2.99 2x 3' STHD14 (2) 2x (3 8) 16d - - - 4.43 (2) CS20 (36") 4 PHD6 (2)2x (18)SDS3 7/8 11 0 5.86 3 5 PHD8 (2)2x (24)SDS3 7/8"0 6.73 6 HDQ8 4x (20)SDS3 7/8 11 0 8.33 7 HD10A 4x (4)7/8 7/3 11 tb 9.54 5.80 •8 HD14A 4x (4) 1 0 1" 0 11.08 - -- 9 HD15 6x (5) 1 0 1 -1/4 15.30 (46)16d ea _ [ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong - Tie Holdown ] [ Simpson 2003 Catalog ] Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number 1 CS18 (36") 2x (18) 10d - -- 1.27 2 (2) CS20 (36") (2) 2x (18) 8d ea - -- 2.01 3 (2) CS18 (36") (2) 2x (18) 10d ea - -- 2.54 4 (2) CS16 (48") (2) 2x (28) ad ea - -- 3.30 5 MST72 3x (56) 16d ea - -- 5.80 6 2)MST48 (2)3x (42)16d ea - -- 7.63 7 2)MST60 (2)3x (46)16d ea - -- 8.92 8 2)MST72 (2)3x (56)16d ea - -- 11.60 9 HD15 6x (5) 1 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 anchor bolt embedment depth. e ) Posts at holddown : 2:c 4. — (3 8mm :� and 89mm _t) - - - 42 or better SlL ( 140mm =: ) - -- $1 or better f) The anchor tvoe holddowns at other levels shall have a paJ_r, one above ana one elc;a, _ied bi, a t_zre .der - ^c. g' TJ s e 3THD8Ru .or STHD8 , S71'1Di nRu _^r 3 7 -Hn10 , and S"_'.3D11Rj r. cT-rr11 ;vhere rim ci sr s are insz _ -ea . "re scud = rice ^. ° - s s i _ be -6d s . �i n_mum stem be . " side -or _- st -or_� bu�_dinas, 3" ;�i de =cr Zu= _a=:1u naVina - _ 'More 3`:1r =as - - 0 F [ Drag Strut Schedule ] [Gr. I /TI 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 W-7/8 7/8 11 19.80 2 I (4) -HD15 6x10 ea (5) - 1" ( 1- 1/4 30.61 2 I i LL G7.y x.J L-L UL LV VI.. GD 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 specifically 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. r. Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:18 File: 2692BDB2 Date : 08 -02 -2005 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Sto ry Line Wall 3 A l 3 A 2 3 A 3 3 D 1 3 D 2 3 D 3 2 • A I 2 A 2 a. 2 A 3 2 A 4 2 B 1 2 B 2 2 C 1 2 C 2 2. D 0 1 A 1 1 A 2 l A 3 1 A 4 !.: 1 B '1 1 *:Exceeds table capacity =:None required , 1 i — a 4 I i 1 SW LtHD RtHD 1 1 1 1 - - 1 1 1 1 2 2 1 1 1 1 1 2 2 1 3 3, 1 2 2 1 2 2' 1 3 3 1 - - 1 - - 2 5 5 2 5 5 - 2 -. 1 3 3 2 3 3 2 3 3 2 3 3 1 - - SW selection based on file: W7HF10BW.TBL HD selection based on file: HCWA.TBL OCWA.TBL t Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 12:41:18 File: 2692BDB2 Date : 08 -02 -2005 Page: 1 SUMMARY OF SHEAR WALL=====_____=___=_____________________________________ AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 3 - ` 3 2 3 3 i` 2 (( 2 2 1 1 2 2 2 .2 3 - 1 3 1 1 i SUMMARY SHEET SEISMIC DATA: ManualIBC X Seis BSF Y -Axis = 0.095 Seis Wind BSF X -Axis = 0.095 18.5 2.4 Snow Factor = 0.250 2.6 WIND DATA: ManualIBC 3.4 1 Wind Exposure = B 0.5 1.6 Wind Speed = 85 ( Structure = Encl /Unencl ! Imp Factor = 1.00 f: Load Summary s` Ht ` (ft) Level (K) DL f: --- - - - - -- -- 3 - 17.3 Story 3 l --- - - - - -- -- 2 - 21.6 8.9 - Story 2 - -- 1 - 14.9 8.9 - Story 1 Base Total i op ,i , i II to Y II to X Seis Wind DL Seis Wind 2.4 2.9 18.5 2.4 5.0 2.0 2.6 24.1 2.2 3.4 0.7 2.6 11.7 0.5 1.6 5.1 8.0 5.2 10.0 S Z w ` U L) 0; N AO) U j cn w. w =: wo J;. _: d: t- _` ZF w w , O N` , H; . W w. Z; ,Z k `s j { r '.i i Designs Unlimited Y Y X Story 3 WOODCAD QLAT (Pro V4.0) 8.0 Time : 12:41:19 Line A 5.0 4.0 0.0 File: 2692BDB2 Wall 1 Date : 08 -02 -2005 0.0 Wall 2 0.0 Page: 2 of 7 Wall 3 0.0 0.0 INPUT DATA - Walls 0.015 0.0 3.0 0.0 Wall 1 42.0 42.0 0.0 Calc Plot 42.0 Wall Length Wall Lt Trib Rt 20.5 Story 2 Dis Dis Dis Ht Shear Holddown DL Span Width Span Wall 1 (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y -Axis 18.0 Wall 4 0.0 0.0 26.5 Line B 0.0 10.0 0.0 X X Y 20.0 20.0 0.0 Wall 2 20.0 20.0 Story 3 Wall 1 40.0 40.0 0.0 Line 1 Wall 1 0.0 0.0 17.0 8.0 25.0 25.0 0.015 0.0 18.0 0.0 Line 2 Wall 1 24.0 24.0 28.0 8.0 14.0 14.0 0.150 0.0 18.0 0.0 Line 3 Wall 1 32.0 32.0 0.0 8.0 28.0 28.0 0.015 0.0 18.0 0.0 Story 2 .Line 1 Wall 1 0.0 0.0 20.0 8.0 20.0 20.0 0.015 0.0 8.0 0.0 Line 2 Wall 1 24.0 22.0 20.0 8.0 8.0 8.0 0.015 0.0 8.0 0.0 Wall 2 24.0 24.0 28.0 8.0 12.0 12.0 0.015 0.0 8.0 0.0 Line 3 Wall 1 32.0 32.0 10.0 8.0 19.5 19.5 0.015 0.0 8.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 0.0 8.0 20.0 20.0 0.150 0.0 6.0 0.0 Line 3 .Wall 1 32.0 32.0 0.0 8.0 20.0 20.0 0.150 0.0 6.0 0.0 WALLS Parallel to X - Axis 8.0 4.0 Y Y X Story 3 5.0 8.0 13.0 13.0 Line A 5.0 4.0 0.0 8.0 Wall 1 0.0 0.0 0.0 Wall 2 0.0 0.0 8.0 Wall 3 0.0 0.0 27.0 Line D 0.015 0.0 3.0 0.0 Wall 1 42.0 42.0 0.0 Wall 2 42.0 42.0 9.0 Wall 3 42.0 42.0 20.5 Story 2 3.5 0.015 0.0 10.0 Line A 9.0 3.5 3.5 0.015 Wall 1 0.0 0.0 0.0 Wall 2 0.0 0.0 8.0 Wall 3 0.0 0.0 18.0 Wall 4 0.0 0.0 26.5 Line B 0.0 10.0 0.0 9.0 Wall 1 20.0 20.0 0.0 Wall 2 20.0 20.0 10.0 Line C Wall 1 40.0 40.0 0.0 8.0 4.0 4.0 0.015 0.0 4.0 5.0 8.0 13.0 13.0 0.015 5.0 4.0 0.0 8.0 5.0 5.0 0.015 0.0 1.0 0.0 8.0 3.5 3.5 0.015 0.0 1.0 0.0 8.0 7.0 7.0 0.015 0.0 3.0 0.0 8.0 3.5 3.5 0.015 0.0 8.0 0.0 9.0 4.0 4.0 0.015 0.0 10.0 0.0 9.0 3.5 3.5 0.015 0.0 10.0 0.0 9.0 3.5 3.5 0.015 0.0 10.0 0.0 9.0 5.5 5.5 0.015 0.0 10.0 0.0 9.0 7.0 7.0 0.015 0.0 10.0 0.0 9.0 12.0 12.0 0.015 0.0 10.0 0.0 9.0 4.0 4.0 0.015 0.0 10.0 0.0 :Z Z` ry z�, Lu D. O CO), Designs Unlimited �� UJI WOODCAD QLAT (Pro V4.0) 00: Time : 12:41:19 0 CO) Lu ul File: 2692BDB2 0 10) Wi UJ a Date : 08-02-2005 0 0 CO), =V Page: 3 of 7 INPUT DATA Walls CO' ; 0 13 Calc Plot Wall Length Wall Lt Trib Rt DiS DiS DiS Ht Shear Holddown DL Span Width Spa (ft) (ft) (ft) (ft) (ft) (ft) (KSf) (ft) (ft) (ft WALLS Parallel to X-Axis Y Y x Wall 2 40.0 40.0 20.0 9.0 4.0 4.0 0.015 0.0 10.0 0. Line D Wall 0 42.0 42.0 0.0 0.0 0.0 0.0 0.015 0.0 10.0 0. Story 1 Line A Wall 1 0.0 0.0 0.0 9.0 4.0 4.0 0.015 0.0 10.0 0. Wall 2 0.0 0.0 8.0 9.0 3.5 3.5 0.015 0.0 10.0 0. Wall 3 0.0 0.0 18.0 9.0 3.5 3.5 0.015 0.0 10.0 0. Wall 4 0.0 0.0 27.0 9.0 5.0 5.0 0.015 0.0 10.0 0. Line B Wall 1 20.0 20.0 0.0 9.0 25.0 25.0 0.150 0.0 10.0 0. i. n �� UJI =Y 00: 0 CO) Lu ul 0 10) Wi UJ a 0 0 CO), =V 0 0 uj. 0 ZF- w CO' ; 0 13 1 wi AL 0* Z .. O Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:19 File: 2692BDB2 Date : 08-02-2005 Page: 4 of 7 INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Wind Wind Dimen Load Load Load Dia Dia Wall Load Uplift (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) (klf) (ksf) LINES Parallel to Y-Axis Roof Level Lines 1 2 42.0 0.010 0.000 0.000 0.0 N 0.015 0.090 0.008 Lines 2 3 42.0 0.010 0.000 0.000 0.0 N 0.015 0.090 0.008 Level 2 Lines 1 2 42.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 Lines 2 3 42.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 Level 1 Lines 1 3 20.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 LINES Parallel to X-Axis Roof Level Lines A D 32.0 0.010 0.000 0.000 0.0 N 0.015 0.120 0.008 Level 2 Lines A B 32.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 Lines B C 32.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 Lines C D 32.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 Level 1 Lines A B i. 32.0 0.010 0.000 0.000 0.0 N 0.015 0.080 0.000 i t t 7 S • . i x Designs Unlimited 1.2 1.8 WOODCAD QLAT (Pro V4.0) Time : 12:41:19 File: 2692BDB2 1 Date : 08 -02 -2005 0.056 0.082 Page: 5 of 7 OUTPUT DATA - Shear Walls and Holddown Forces 0.7 Wall Line Shear Wall Shear H Drag Force Holddowns 0.6 CSeis Wind CSeis Wind - -- Lt Rt Left Rght 3 (k) (k) (klf) # (klf) # #-- W (K) (K) (K) (K) -- WALLS Parallel to Y -Axis 0.7 0.7 Ln D _ Story 3 Redundancy Factor 1.00 Ln 1 0.9 0.8 Wall 1 0.100 Wall 1 0.036 0.031 0.3 0.4 0.0 -- -- Ln 2 1.2 1.0 0.087 0.129 1.1 0.0 Wall 1 0.085 0.073 0.6 1.0 0.0 -- -- Ln 3 0.3 0.3 2.3* 0.3 0.6 1.2 1.2 Wall 1 0.011 0.009 0.3 0.0 0.0 -- -- Story 2 Redundancy Factor 1.00 Ln A 2.0 2.4 Ln 1 1.7 1.5 Wall 1 0.083 0.073 0.4 0.5 0.0 -- -- Ln 2 2.2 1.9 2.2 2.2 Wall 2 Wall 1 0.110 0.097 1.0 0.6 0.3 -- -- Wall 2 0.110 0.097 0.7 0.3 0.0 -- -- Ln 3 0.6 0.5 0.0 1.5 1.8 Wall 4 Wall 1 0.028 0.025 0.4 0.0 0.0 -- -- Story 1 Redundancy Factor 1.00 1.0 1.1 Ln 1 2.6 2.9 Wall Wall 1 0.128 0.143 0.4 0.0 0.0 -- -- Ln 3 2.6 2.9 -- Wall 2 Wall 1 0.128 0.143 0.4 0.0 0.0 -- -- WALLS Parallel to X -Axis Story 3 Redundancy Factor 1.00 Ln A 1.2 1.8 Wall 1 0.056 0.082 2.0 0.0 0.0 0.7 0.7 Wall 2 0.056 0.082 0.6 0.0 0.3 -- -- Wall 3 0.056 0.082 1.6 0.0 0.0 0.7 0.7 Ln D 1.4 1.8 Wall 1 0.100 0.129 2.3* 0.0 0.3 1.3 1.3 Wall 2 0.087 0.129 1.1 0.0 0.6 1.1 1.1 Wall 3 0.100 0.129 2.3* 0.3 0.6 1.2 1.2 Story 2 Redundancy Factor 1.00 Ln A 2.0 2.4 Wall 1 0.119 0.144 2.3* 0.0 0.0 2.2 2.2 Wall 2 0.136 0.144 2.6* 0.0 0.0 1.8 1.5 Wall 3 0.136 0.144 2.6* 0.0 0.0 1.5 1.8 Wall 4 0.106 0.144 1.6 0.0 0.0 2.0 2.0 Ln B 1.0 1.1 Wall 1 0.055 0.060 1.3 0.0 0.2 -- -- Wall 2 0.055 0.060 0.8 0.0 0.5 -- -- Ln C 2.1 2.5 Wall 1 0.260 0.311 2.3* 0.0 0.3 3.6 3.6 Wall 2 0.260 0.311 2.3* 0.0 0.2 3.6 3.6 4 i Z �v 0 O: CO) 0. J �( CO) IL w O. U. d �w Z �.. �. 0� Z F 2 M; Dp O N; p H�. .w w = v; ti O iii Z U N: O Z s Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:19 File: 2692BDB2 Date : 08 -02 -2005 Page: 6 of 7 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght (k) (k) (klf)# (klf) ## W (K) (K) (K) (K) WALLS Parallel to X- Axis__________________ ^______- ___- ______- ________ ^___ i Ln D 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 1.3 -- f Story 1 Redundancy Factor 1.00 Ln A 2.3 2.9 j Wall 1 0.141 0.184 2.3* 0.0 0.0 4.2 4.2 s Wall 2 0.126 0.257 2.6* 0.0 0.0 3.9 3.5' Wall 3 0.126 0.257 2.6* 0.0 0.0 3.5 3.9 Wall 4 0.126 0.257 1.8 0.0 0.0 3.9 4.0 { Ln B 1.3 2.4 i Wall 1 0.052 0.096 0.4 0.0 0.0 -- -- S- Support required beneath holddown M- Manaul input of holddown # Adjusted per Table 2305.3.3 # #Adjusted per 2306.4.1 3 z z; � u o: J H. CJ) U to O LL Q = W � OO v , O N. w - O: w z. Z. Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:20 File: 2692BDB2 i Date : 08 -02 -2005 Page: 7 of 7 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___________________ ______________________ ________ i Roof Level Lines 1 2 0.6 1.78 2.16 0.02 -0.02 0.03 -0.03 0.2 .50 Lines 2 3 0.2 0.59 0.72 0.01 -0.01 0.01 -0.01 0.0 .50 Level 2 Lines 1 2 0.6 1.53 1.92 0.02 -0.02 0.02 -0.02 0.1 .50 Lines 2 3 0.2 0.51 0.64 0.01 -0.01 0.01 -0.01 0.0 .50 Level 1 j Lines 1 3 1.6 0.70 2.56 0.04 -0.10 0.09 -0.17 1.2 .75 3 LINES Parallel to X -Axis Roof Level ` Lines A D 1.3 2.45 5.04 0.04 -0.04 0.08 -0.08 0.8 .50 ' Level 2 Lines A B 0.6 1.04 1.60 0.02 -0.02 0.03 -0.03 0.1 .50 Lines B C 0.6 1.04 1.60 0.02 -0.02 0.03 -0.03 0.1 .50 Lines C D 0.1 0.10 0.16 0.00 -0.00 0.00 -0.00 0.0 .50 Level 1 Lines A B i 0.6 0.53 1.60 0.01 -0.01 0.03 -0.03 0.1 .50 4 Z UJ 0 U O' 0 W: E-; w O LL Q: �. D �w t- 0; Z F-: O 0 '{ ;w --: = w.' 0 Z', Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:20 File: 2692BDB2 1 Date : 08 -02 -2005 Page: 1 Detailed Calculations i WALLS Parallel to Y -Axis Story 3 Line 1 Wall 1 Height 8.0 SW Len 25.0 HD Len 25.0 Wt 0.015 Seismic Wind i Wall Force: 0.891 1.080 OTM 8.271 8.640 Uniform DL: 0.180 0.036 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.331 RT -0.331 LT -0.346 RT -0.346 Res Moment: LT 79.688 RT 79.688 LT 32.662 RT 32.662 Holddown LT -2.857 RT -2.857 LT -0.961 RT -0.961 i Story 3 Line 2 Wall 1 Height 8.0 SW Len 14.0 HD Len 14.0 Wt 0.150 Seismic Wind Wall Force: 1.189 1.440 OTM 15.892 11.520 j Uniform DL: 0.180 0.036 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.135 RT -1.135 LT -0.823 RT -0.823 Res Moment: LT 114.954 RT 114.954 LT 81.156 RT 81.156 i Holddown LT -7.076 RT -7.076 LT -4.974 RT -4.974 Story 3 Line 3 Wall 1 Height 8.0 SW Len 28.0 HD Len 28.0 Wt 0.015 Seismic Wind Wall Force: 0.297 0.360 OTM 3.654 2.880 Uniform DL: 0.180 0.036 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.130 RT -0.130 LT -0.103 RT -0.103 Res Moment: LT 99.960 RT 99.960 LT 40.972 RT 40.972 Holddown LT -3.440 RT -3.440 LT -1.360 RT -1.360 Story 2 Line 1 Wall 1 Height 8.0 SW Len 20.0 HD Len 20.0 Wt 0.015 Seismic Wind Wall Force: 1.655 2.040 OTM 14.152 16.320 Uniform DL: 0.080 0.080 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.708 RT -0.708 LT -0.816 RT -0.816 Res Moment: LT 34.000 RT 34.000 LT 26.800 RT 26.800 Holddown LT -0.992 RT -0.992 LT -0.524 RT -0.524 Story 2 Line 2 Wall 1 Height 8.0 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 0.883 1.088 OTM 7.426 8.704 Uniform DL: 0.080 0.080 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.928 RT -0.928 LT -1.088 RT -1.088 Res Moment: LT 5.440 RT 5.440 LT 4.288 RT 4.288 Holddown LT 0.248 RT 0.248 LT 0.552 RT 0.552 z Z W JU U O: N J � CO U- " � N D; = UJ z F. E- 0. z �p U N. � H W W: U. ui z, U CO) O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:20 File: 2692BDB2 Date : 08 -02 -2005 Page: 2 WALLS Parallel to Y- Axis________________ _- ____ ^__________________ -_ Story 2 Line 2 Wall 2 Height 8.0 SW Len 12.0 HD Len 12.0 Wt 0.015 ' Seismic wind Wall Force: 1.324 1.632 4 OTM 11.139 13.056 Uniform DL: 0.080 0.080 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 i Max Down LT -0.928 RT -0.928 LT -1.088 RT -1.088 Res Moment: LT 12.240 RT 12.240 LT 9.648 RT 9.648 Holddown LT -0.092 RT -0.092 LT 0.284 RT 0.284 Story 2 Line 3 Wall 1 Height 8.0 SW Len 19.5 HD Len 19.5 Wt 0.015 1 Seismic Wind ! � Wall Force: 0.552 0.680 OTM 5.303 5.440 Uniform DL: 0.080 0.080 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 4 Max Down LT -0.272 RT - 0.272 LT -0.279 RT -0.279 { Res Moment: LT 32.321 RT 32.321 LT 25.477 RT 25.477 Holddown LT -1.386 RT -1.386 LT -1.028 RT -1.028 Story 1 Line 1 Wall 1 Height 8.0 SW Len 20.0 HD Len 20.0 Wt 0.150 ' ( Seismic Wind Wall Force: 2.559 4.000 OTM 29.591 32.000 Uniform DL: 0.060 0.060 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 a Max Down LT -1.480 RT -1.480 LT -1.600 RT -1.600 Res Moment: LT 214.200 RT 214.200 LT 168.840 RT 168.840 Holddown LT -9.230 RT -9.230 LT -6.842 RT -6.842 Story .1 Line 3 Wall 1 Height 8.0 SW Len 20.0 HD Len 20.0 Wt 0.150 Seismic Wind Wall Force: 2.559 4.000 OTM 29.591 32.000 Uniform DL: 0.060 0.060 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.480 RT -1.480 LT -1.600 RT -1.600 Res Moment: LT 214.200 RT 214.200 LT- 168.840 RT 168.840 Holddown LT -9.230 RT -9.230 LT -6.842 RT -6.842 i i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:21 File: 2692BDB2 Date = -= 08^02= 2005 Page: ==-= 1 =-=== _____________ SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ - LEFT END OF - SHEAR WALL Walls Parallel to X axis LEFT END X Y DiS DiS Story Line Wall ft ft SEIS WIND Lt Lt HD HD K - - - - - -- - K - - - - -- 0.74 2.24 4.24 0.35 1.88 3.92 1.54 3.58 2.03 0.71 3.95 0.21 1.30 3 A 1 0.00 0.00 0.22 2 A 1 0.00 0.00 0.83 1 A 1 0.00 0.00 1.62 3 A 2 8.00 0.00 0.00 2 A 2 8.00 0.00 0.18 1 A 2 8.00 0.00 1.02 2 ' , .. A 3 18.00 0.00 0.66 1 A 3 18.00 0.00 1.50 2. A 4 26.50 0.00 0.66 j..: 3 A 3 27.00 0.00 0.21 4. 27.00 0.00 1.35 2 B. 1 0.0'0 20.00 0.00 1 3 D 1 0.00 42.00 0.55 0.74 2.24 4.24 0.35 1.88 3.92 1.54 3.58 2.03 0.71 3.95 0.21 1.30 A Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:21 File: 2692BDB2 Date : 08-02-2005 Page: 2 ------------------------------------------------------------------------- SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL SEIS WIND Walls Parallel to X axis HD ------ - ------- K RIGHT END X Y DiS DiS Story -- -- Line ---- Wall ---- ft ------- ------- ft '3,. A 1 4.00 0.00 :2 A:. 1 4.00 0.00 l A 11 4.00 0.00 :2.. A 2 11.50 0.00 :1 - A 2 11.50 0.00 . 3� A 2 21.00 0.00 �2 A 3 21.50 0.00 A . 3 21.50 0.00 3 A' 3 32.00 0.00 2 A 4 32.00 0.00 ': 4 32.00 0.00 SEIS WIND Rt Rt HD HD ------ - ------- K 4 0.13 0.73 0.74 2.23 1.53 4.23 0.66 1.54 1.50 3.58 0.00 0.36 0.27 1.89 1.11, 3.94 0.21 0.71 0.67 2. 09. 1.36 4.01 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:20 File: 2692BDB2 Date : 08 -02 -2005 Page: 3 WALLS Parallel to X -Axis Story 3 Line A Wall 1 Height 8.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.223 0.458 OTM 1.963 3.665 Uniform DL: 0.040 0.008 Header DL : LT 0.000 RT 0.100 LT 0.000 RT 0.020 Max Down LT -0.491 RT -0.591 LT -0.916 RT -0.936 Res Moment: LT 1.088 RT 1.428 LT 0.686 RT 0.740 Holddown LT 0.219 RT 0.134 LT 0.745 RT 0.731 Story 3 Line A Wall 2 Height 8.0 SW Len 13.0 HD Len 13.0 Wt 0.015 Seismic Wind Wall Force: 0.723 1.489 OTM 6.378 11.913 Uniform DL: 0.040 0.008 Header DL : LT 0.100 RT 0.000 LT 0.020 RT 0.000 Max Down LT -0.591 RT -0.491 LT -0.936 RT -0.916 Res Moment: LT 12.597 RT 11.492 LT 7.421 RT 7.247 .: Holddown LT -0.478 RT -0.393 LT 0.346 RT 0.359 Story 3 Line A Wall 3 Height 8.0 SW Len 5.0 HD Len 5.0 Wt 0.015 Seismic Wind Wall Force: 0.278 0.573 OTM 2.453 4.582 Uniform DL: 0.010 0.002 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.491 RT -0.491 LT -0.916 RT -0.916 7 Res Moment: LT 1.381 RT 1.381 LT 1.022 RT 1.022 Holddown LT 0.214 RT 0.214 LT 0.712 RT 0.712 Story 3 Line D Wall 1 Height 8.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.306 0.630 OTM 2.607 5.040 Uniform DL: 0.010 0.002 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.745 RT -0.745 LT -1.440 RT -1.440 Res Moment: LT 0.677 RT 0.677 LT 0.501 RT 0.501 Holddown LT 0.552 RT 0.552 LT 1.297 RT 1.297 Story 3 Line D Wall 2 Height 8.0 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.612 1.260 OTM 5.215 10.080 Uniform DL: 0.030 0.006 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.745 RT -0.745 LT -1.440 RT -1.440 Res Moment: LT 3.124 RT 3.124 LT 2.068 RT 2.068 Holddown LT 0.299 RT 0.299 LT 1.145 RT 1.145 z M W J V;. U O N p' wi J H- CO) LL, = O ' F- w. Z F.. z O N' p H, w H U� ui z' 'U co) O Z � y j Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:21 File: 2692BDB2 Date : 08 -02 -2005 Page: 4 WALLS Parallel to X -Axis Story 3 Line D Wall 3 Height 8.0 SW Len 3.5 HD Len 3.5 Wt 0.015 j Seismic Wind Wall Force: 0.306 0.630 1 OTM 2.607 5.040 Uniform DL: 0.080 0.016 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.745 RT -0.745 LT -1.440 RT -1.440 Res Moment: LT 1.041 RT 1.041 LT 0.558 RT 0.558 Holddown LT 0.447 RT 0.447 LT 1.281 RT 1.281 Story 2 Line A Wall 1 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.423 0.805 OTM 4.039 7.244 j Uniform DL: 0.100 0.100 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down IT -1.010 RT -1.010 LT -1.811 RT -1.811 Res Moment: LT 1.598 RT 1.598 LT 1.260 RT 1.260 Holddown LT 0.610 RT 0.610 LT 1.496 RT 1.496 Story 2 Line A Wall 2 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.370 0.704 OTM 3.534 6.338 i Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.010 RT -1.010 LT -1.811 RT -1.811 j Res Moment: LT 1.223 RT 1.223 LT 0.964 RT 0.964 E Holddown LT 0.660 RT 0.660 LT 1.535 RT 1.535 i Story 2 Line A Wall 3 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.370 0.704 OTM 3.534 6.338 Uniform DL: 0.100 0.100 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 i Max Down LT -1.010 RT -1.010 LT -1.811 RT -1.811 Res Moment: LT 1.223 RT 1.223 LT 0.964 RT 0.964 Holddown LT 0.660 RT 0.660 LT 1.535 RT 1.535 Story 2 Line A Wall 4 Height 9.0 SW Len 5.5 HD Len 5.5 Wt 0.015 i Seismic wind Wall Force: 0.582 1.107 OTM 5.554 9.960 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.010 RT -1.010 LT -1.811 RT -1.811 Res Moment: LT 3.021 RT 3.021 LT 2.381 RT 2.381 Holddown LT 0.460 RT 0.460 LT 1.378 RT 1.378 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 12:41:21 File: 2692BDB2 Date : 08 -02 -2005 Page: 5 WALLS Parallel to X -Axis Story 2 Line B Wall 1 Height 9.0 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.384 0.589 OTM 3.863 5.305 Uniform DL: 0.100 0.100 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.552 RT -0.552 LT -0.758 RT -0.758 Res Moment: LT 4.894 RT 4.894 LT 3.858 RT 3.858 Holddown LT -0.147 RT -0.147 LT 0.207 RT 0.207 Story 2 Line B Wall 2 Height 9.0 SW Len 12.0 HD Len 12.0 Wt 0.015 Seismic Wind Wall Force: 0.659 1.011 OTM 6.623 9.095 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.552 RT -0.552 LT -0.758 RT -0.758 Res Moment: LT 14.382 RT 14.382 LT 11.336 RT 11.336 Holddown LT -0.647 RT -0.647 LT -0.187 RT -0.187 Story 2 Line C Wall 1 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.925 1.740 OTM 8.555 15.660 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -2.139 RT -2.139 LT -3.915 RT -3.915 Res Moment: LT 1.598 RT 1.598 LT 1.260 RT 1.260 Holddown LT 1.739 RT 1.739 LT 3.600 RT 3.600 Story 2 Line C Wall 2 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.925 1.740 OTM 8.555 15.660 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -2.139 RT -2.139 LT -3.915 RT -3.915 Res Moment: LT 1.598 RT 1.598 LT 1.260 RT 1.260 Holddown LT 1.739 RT 1.739 LT 3.600 RT 3.600 Story 2 Line D Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 3 z D U 0 0 , w x J �- N u W O J. w< W d , F=- U � z�, w Ey U O; ;O CO W w . 'H U� L w Z O� Z i i J 1 v Designs Unlimited WOODCAD QLAT (Pro V4.0) a Time : 12:41:21 File: 2692BDB2 Date : 08 -02 -2005 Page: 6 WALLS Parallel to X -Axis Story 1 Line A Wall 1 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.503 1.030 OTM 4.757 9.270 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.189 RT -1.189 LT -2.317 RT -2.317 Res Moment: LT 1.598 RT 1.598 LT 1.260 RT 1.260 Holddown LT 0.790 RT 0.790 LT 2.003 RT 2.003 i Story 1 Line A Wall 2 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.440 0.901 OTM 4.163 8.111 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.189 RT -1.189 LT -2.317 RT -2.317 Res Moment: LT 1.223 RT 1.223 LT 0.964 RT 0.964 I Holddown LT 0.840 RT 0.840 LT 2.042 RT 2.042 Story 1 Line A Wall 3 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind i Wall Force: 0.440 0.901 1 OTM 4.163 8.111 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.189 RT -1.189 LT -2.317 RT -2.317 Res Moment: LT 1.223 RT 1.223 LT 0.964 RT 0.964 ". Holddown i LT 0.840 RT 0.840 LT 2.042 RT 2.042 Story 1 Line A Wall 4 Height 9.0 SW Len 5.0 HD Len 5.0 Wt 0.015 Seismic Wind ' Wall Force: 0.629 1.287 OTM 5.947 11.587 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.189 RT -1.189 LT -2.317 RT -2.317 Res Moment: LT 2.497 RT 2.497 LT 1.968 RT 1.968 Holddown LT 0.690 RT 0.690 LT 1.924 RT 1.924 Story 1 Line B Wall 1 Height 9.0 SW Len 25.0 HD Len 25.0 Wt 0.150 Seismic Wind Wall Force: 1.310 2.400 OTM 26.214 21.600 Uniform DL: 0.100 0.100 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.049 RT -1.049 LT -0.864 RT -0.864 Res Moment: LT 385.156 RT 385.156 LT 303.594 RT 303.594 Holddown LT - 14.358 RT - 14.358 LT - 11.280 RT - 11.280 Z Z U' UO CO) 0i w= N LL; W O J, LL ?: `O a = w Z �. O .Z w W, UC1 O- o �- W w". H U CO) -1 1 t 7 : LV\ k r SPEARS ENGINEERING & TECHNICAL SERVICES FILE COPY Permit Ro. 1, ' 1 ' t.'r,�i, • .`••:.�l, y��,e'�c., +:.rl•;' .�•. °t.tr: '•''° �;�� :i:;.;. , � ; G';E:OT�.���tV.l ���1�:•��E :QRT'�rT��- 1 °J � _ ' f. ..r��. ;'�, ,zi #.: �t�': t...'•ftnt 5. r;•. s�t�.p P....,,c: .r .l... T l rtii � ., ;i'.!• . ., FI J ` •` •.,!l:: ,,.. '• tt'ti , I;G AVENUE S-`. " '. ". ).•�r :. :'R P.; O t'� �•.. .!}�. oloz- 6 RECEIM SF- CITY OF TUKWILA �--�- AUG - 4 zoos K��t�l� , PERMIT CENTER � p ?Z5 t f i P.O. Box 1007 PHONE: (253) 833 -7967 AusuRN, WAsHiNoroN 98071 -1007 F/Uf: (253) 735 -2867 z '~ w u Q 1 � J U: U O; U 0; w = J N u W O' co) _ d. �W z F,- 1— O z - . E i U 0; O u1 AM �_. : W uJ: V ; IL o;. ui Z; U co) 'Z . ' f INSMMON & TESTING SERVICES SPEARS GE OTECHNICAL ENomauNo CONSTRUCTION MATEaAts EN GINEERING ENGINEERING & CCNSMUCnON/PROIEa MANAGEMENT S►ECWIMNG IN R OADS& BRIDGES TECHNICAL M►: //WWW.S LML- , ENOINEERINO.COM/ SERVICES TAW OF CONTENTS TAbk Of Comm Subwt<f*A:E WmwigtWoN lntrodudion: 2 3 3 f Purpose: 3 Scope: 3 Garaal: 3 Geology Of Area: 3 Climate Of Arcs: 3 PrtojECll DIMCUiPMN 4 Fttid 6q>'bt�+TioN 4 General Notes: 4 Drilling dt Sampling Procedures: 4 j Laboratory Testing Program: 4 SubwRbwE Corrd &pis 4 I General Notes: 4 !� Description Of Foundation Materials: s 5 j F ouwW10N Disc mloN AM REcoMlaErldaiorls 5 t Geaaal Notes: 3 i Foundation Design Recommendations: 5 Slope Stability Modeling & Analysis: 5 Slope Reoommandatians• 6 i COMMUCi 0M COXidOAAGNS 6 EarthwadL Structural Fill: Excavations: 6 6 7 Lateral Earth Pressures: 7 i Floor Slab- On-Grada 7 Groundwater' Control: 7 ` Gooseisimic Setting: i S I liquefaction Potential: 9 SUYMIIRy 8 GEowdlWwA GD+E>A Notts 9 Soil Propaty Symbols 9 Drilling And Sampling Symbols 9 Rotative Density And Consistency ClasaWcation 9 Particle Size 9 Sirs: PLw ttridt Bownc Loq LOCaTioNVS 10 ShE LocAiloN 1 1 Dymuic SlopE SmNkq Amlysis 12 BoWNq Loq # 1 13 BoWNq Loq #2 13 Sirs: Kom # 1 14 Sirs: PhOTO # 2 1 5 ShE Phow # 3 16 Sim MoTo #4 17 P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001.037 AU BURN, WASHINGTON 98071.1007 FAx: (253) 735 -2867 Page 2 of 17 z Z �W 7. 0 NO J H CO Li J U. ?. = F- UJ Z f- ZO 2 5, . U 0` O N Ul =U _0 Z U =' Z... ' IN SPEcnoN & T EsnNo SERVICES �. GE OTECHNICAL ENo1NEEWNO CON STRucnoN MATERIALS ENOINEERINO CONSTRUCTION /PROJECT MANAGEMENT SPECLuwNo IN ROADS & BRIDGES HTM: //W W W.SIEARSINGINEERING.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES SUBSURFACE INVESTIGATION I NTRODUCnom This report presents the results of a soils exploration and foundation analysis for the proposed short plat at 16628 53` Avenue South in Tukwila , Washington. This investigation was conducted for Mr. Gilbert Chin. Authorization to perform this exploration and analysis was in the form of a verbal authorization to proceed from Mr. Chin. PURPOSE: The purpose of this foundation exploration and analysis was to determine the various soil profile components, the engineering characteristics of the foundation materials and to provide criteria for use by the design engineers and architects in preparing or verifying the suitability of the foundation design. SCOPE: The scope of the exploration and analysis included a review of geological maps of the area and a review of geologic and related literature; a reconnaissance of the immediate site; the subsurface exploration; field and laboratory testing; and an engineering analysis and evaluation of the foundation materials. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. GENERAL: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the 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. GEOLOGY 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. CLIMATE 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 (253) 833.7967 Report # 00001 -037 Ausum, WAsHtNoToN 98071.1007 FAx: (253) 735 -2867 Page 3 of 17 Z UO (0 0 W= J CO L W O U. CO = W H Z F-. F- O LU Z F- 2 5: DO O -. 0 E-. WW LL —b Z U N` f= � O Z S� INSPECTION $ TESTING SERVICES GE OTECHNICAL ENGINEERINO CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECr MANAGEMENT S PECLAt1ZING IN ROADS & B RIDGES HM: / /WWW.SPEARS ENGINEEPJNO.COM/ PROJECT DESCRipTiON SPEARS ENGINEERING & TECHNICAL SERVICES 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. 1 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 '/4 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 ExploRATiON 1 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 j 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. Wo RATORy 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 D -4318, 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 1007 PHONE (253) 833 -7967 Report # 00001 -037 AU BURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 4 of 17 .Z Z. w UO C l) W. J X N u_ W O �Q co = W F— _ z� Z U0 N WW LlJ Z U =; O ~' Z S E P INSPECTION TESTING SERVICES GEOTECHNICAL ENGINEERING C ONSTRUCTION MATERIALS ENOINEENNO CONSTRUCTION/PROJECT MANAGEMENT SPECIAUMNO IN ROADS & BRIDGES HM://W WW. WEAP- - ENOINEERING.COM` SPEARS ENGINEERING & TECHNICAL 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 construction due to the high compressibility of these soils. Light brown gravelly silty sand to sandy gravel with silt was encountered beneath the existing topsoil and extended to about 3 to 4 feet. Beneath this we encountered a very dense glacial till that extended to depths beyond the scope of this investigation. Lines of demarcation represent the approximate boundary between the soil types, but the transition may be gradual. It is to be noted that, whereas the test borings were placed and sampled by an experienced technician, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fills. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. FOUNCIATION DISCUSSION ANd RECOMMENCIATIONS GENERAL NOTES: Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability, and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structures be founded upon conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design and construction recommendations are observed FOUNDATION DESIGN RECOMMENDATIONS: On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. 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. Footing Depth 18 inches Net Allowable ASTM D 1557 Soils Bearing Subgrade Compaction Capacity Firm & Unyielding 2,500 lbsIf The footings should be proportioned to meet the stated bearing capacity and/or the Uniform Building Code 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 backfrlling with at least 2 feet of structural fill. In order to minimiz 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 Au suRN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 5 of 17 Z Z �W QQ JU 0 Cj) w= CQ u- W O LLQ U� _ �. W Z H. ZR W UJ �o U 10— W W' �v_ —0 Z U =. O Z IN SPECTION & TESTING SERVICES GEOTECHNICAL E NOINEERING CONSTRUCTION MATERUI.s ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPEC WMNO IN ROADS & BRIDOES HRP : / /WWW.SPEARS-EMOINEEKING.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 120 lbs. /fe 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 RIEc OMMENDATIONS: 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 minimize 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 CONSIdERATiONS 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 minimize 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 backfill 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 it is elected to utilize a compacted backfill for the support of foundations, the subgrade P.O. Box 1007 PHONE (253 ) 833.7967 Report # 00001 -037 AUsu WASHNGTON 98071 -1007 FAx: (253) 735.2867 Page 6 of 17 Z Z W U O` wH CO) ut 2� J LL T a Z f- ZO 25 D0 � F- WW o. ..Z UN O Z.... INSPECTION $ TEsnNo SERVICES GE OTECHNICAL ENOINEERINO CONSTRUCTION MATERUI.S ENGINEERING CONSTRUCTION/PRCUECT MANAOEMENT SPECIALIZING IN ROADS Er. BRIDGES HTTP: //WW W. SMARSENOINEEIUNO.COM/ SPEARS ENGINEERING & T ECHNICAL SERVICES preparation and the placing of the backf3dl should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. The use of on site soils as structural fill is recommended provided that placement and compaction of these soils is feasible (during the wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. EXCAVATIONS: Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes 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. Care must be taken so that all excavations made for the foundations are properly backfiilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is 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, state and federal requirements. LATERAL EARTH P RESSURES: Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. There are below grade retaining walls or walls designed for retaining earthen fills on this project. The following values may be used for this site. Active Earth Pressure: 30 lbs. /fe/ft depth Passive Earth Pressure: 400 lbs.lft /ft depth FLOOR S LA6-O"RADE: 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 .maximum 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 thickness 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' /, 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 Q I D w UO U3 u-. W O U. Q. a =w Z �. ZR ON �H WW U_ O. ..Z W N O Z.. INSPECTION do TESTING SERVICES GEOTECHNICAL ENOINEEWNO CONSTRUCTION MATERIALS ENOINEEimo CONSTt=oN/PROJECT MANAGEMENT SPECIA=NG IN ROADS & BRIDOES Mv: //WWW.S"A SENOINEEIUNO.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES GEOSEIsMiC SETTING: This project site is located within a "Zone 3 Area" as per the 1997 edition of the Uniform Building Code. All building structures on this project should be designed as per the U.B.C. Requirement for such a seismic classification. Additionally the on -site soils should 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 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 be used for the seismic coefficients. Seismic Coefficient Z=0.3 C. 0.36 C 0.54 LIQUEFACTION POTENTIAL: In our review we found no evidence of liquefaction of the soils in the immediate area. Additionally, with the type of soils found on the site, it is considered that the site has little to no susceptibility to liquefaction of the native soils. SUMMARY ! 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 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. Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted. P.O. Box 1007 PHONE: (253) 833 -7967 Report # 00001 -037 Amum, WASHINGTON 98071 -1007 FAX: (253) 735.2867 Page 8 of 17 SOS INS►ECTION & TESTINo ftymcES SPEARS GeoTECHNICAL EN0INEERINO CONSMIXnONMATEEWENoimmNO ENGINEERING & C0NSTK=0N/PR0JE0 MANAOEMENT 51ECIAIMNOIN ROADs& ft woES TECHNICAL Hw://WWW.SMAR$0401NEEIJNO.COM/ SERVICES GEOTEChNICAI. E � G N ERAL 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 Q 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/W WT: Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: Split -Spoon -13/8" I.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. i s 4 i ;Z J. w Z H, 1- 0 w � ; . w U O :O ST w W � U u_ Z. U co)- O ~' Z P.O. Box 1007 Ausulw, Wmhmototr 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001.037 Page 9 of 17 RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Terms (Non - Cohesive Soils) Standard Penetration Resistance Very Loose 0-2 Loose 2-4 Slightly Compact 4-8 . Medium Dense 8-16 Dense 16-26 Very Dense Over 26 Terms (Cohesive Soils) Q. - (tons/ff) Very Soft 0-0.25 Soft 0.25 -0.50 Firm (Medium) 0.50-1.00 Stiff 1.00-2.00 Very Stiff 2.00-4.00 Hard 4.00+ { PARTICLE SIZE r Boulders 8 in. + Coarse Sand 5 mm - 0.6 mm Silts 0.074 mm - 0.005 mm Cobbles 8 in. - 3 in. Medium Sand 0.6 mm - 0.2 mm Clays 0.005 mm & Smaller Gravel 3 is - 5 mm Nne Sand 0.2 mm - 0.074 mm i s 4 i ;Z J. w Z H, 1- 0 w � ; . w U O :O ST w W � U u_ Z. U co)- O ~' Z P.O. Box 1007 Ausulw, Wmhmototr 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001.037 Page 9 of 17 INSPECTION $ TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CON5TRUCTION/PROJECr MANAGEMENT SPECIAUZINO IN ROADS $ BRIDGES MP: / /WW .SPEARS- ENOINEERING.COM/ SITE PLAN WITh B O R I N GL O C HL O C A T I O N S � -- .-,... .^ N Jt•gH'3!' E 7�.a TtOt•oKJJ C 105.4 . W 01 f eajtr' ., —' - 03RD 'A LE. S, � .... is �t ... J J l ✓ r� ` • \ Boring #2 � ,.r i • . a � ; ��- '. •. ..; Sys i • `]. ` \�`�( CA .:. II _..... •Y;- Bari ng_•#'-•• I� . . .... P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001.037 AueuRN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 10 of 17 SPEARS ENGINEERING & T EC W HNICAL SERVICES z W'. D UO J � c/) U 0 C J. U- Q' = CY �W Z F.. ►— O W ~. 2 p. U :O co o� W W H V' W Z; U CO) O z INSPECTION & TESTING SERVICES GEOTECHNICAL EN GINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT S PECIALIZING IN ROADS $ BRIDGES HTTP: j /WWW.SPWS- ENGINEEPJNG.COM/ z SITE LOCATION s i i i SPEARS ENGINEERING & TECHNICAL SERVICES Project Site P.O. Box 1007 PHONE: (253) 833 -7967 Report # 00001 -037 AUBURN, W ASHINGTON 98071 .1007 FAx: (253) 735 -2867 Page 1 1 of 17 z z. J U; L) Co . w L. W O G �. J LL ?. co D = W _, Z �- Z O. W LLJ 7p U .O N. o >- WW H U — O: .. Z: W U =: O Z 0 INSPECTION & TESTING SERVICES GEECHNICAL ENGINEERING CONsmuaiON MATERIALS ENowEERINO CCNVSTRUCnON/PRCIJECT MANAGEMENT SPECIAUZIN IN ROADS & B RIDGES HUP: /f` WW.SPEARS-ENGIHEERING.COM/ DYNAMIC SLOPE STAbi1iTy ANA1ySIS I 140 120 0 50 100 150 200 4 11 .836 .830 * 1.832 0 1 .847 0 .860 .864 .869 .874 . 881 .891 .905 0 1 .928 • .829 .834 .643 0 1 .867 .866 01 .964 .975 .985 .9% 0 1 .892 0 1 .900 . .913 0 1 .921 * .�I9 * 1 077 � * 1 0o0 2.091 t / I {I 2026 2098 i 2 059 2 103 1 2 111 2 114 l 220 -. - Description: Alderwood Arents 20o SoirModel lulokr- Coulomb Unit Weight 120 - 180 - �- 16o Phi: 34 ,.. .. 1-5 250 300 350 400 45 500 550 Distance 600 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 SlopeJW 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, Janbu, 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 6uw, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 12 of 17 .728 E X 1.1140 .717 E998 .912 O X68 .865 1.700 2 216 .857 2 173 1.831 .67 /� .215 .231 .214 .278 21 1 .809 0 60 .8 2 0 1.796 007 � .802 .62 0 1 .933 * 84 .3 . 0 1.847 V .887 .744 .876 .476 .259 .216 .240 .216 - .253 .289 53rd Ave S e s2g .69 320 1.Ism 226 -236 1.249 E6 . .920 3 00 225 t1.227 .232 .259/` . - ENS .399 280 .334 221 �1. �1. .219 • 1.218 �E995 * 11 .269 .321 260 Description: Wally Chin Short Plat u 240 Comments: 16828 53rd Avenue S. Analysis Method: Morgenstern-Price ,.. .. 1-5 250 300 350 400 45 500 550 Distance 600 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 SlopeJW 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, Janbu, 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 6uw, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 12 of 17 .728 .441 1.313 .222 .238 .224 .278 .717 .394 1.264 / .222 .236 .221 .278 i 1.700 1.337 1.258 .219 .234 .218 .277 .67 /� .215 .231 .214 .278 �i.26Z X 1.232 0 60 .8 0 �� 1.248 .376 .222 .228 .261 .275 .62 .339 1.223 .245 .225 .259 .275 . .298 .222 .243 .221 .257 .275 .476 .259 .216 .240 .216 - .253 .289 1.Ism 226 -236 1.249 E6 0 O t:260 ; i .456 225 t1.227 .232 .259/` . - ENS .399 .226 2,57 234 E995 .334 221 �1. �1. .219 • 1.218 �E995 * 11 .269 .321 1.260 .299 .250 .381 Q E995 Description: Wally Chin Short Plat Comments: 16828 53rd Avenue S. Analysis Method: Morgenstern-Price Direction of Sup Movement Left to Right Slip Surface Option: Grid and Radius P.W.P. Option: Piezometric Lines / Ru Seismic Coefficient Horizontal and Vertical SPEA RS ENGINEERING & TECHNICAL SERVICES Z • i� W2 � 0 D UO 00 C0 W J f N 0 W q F LL Z) N 0 = W ZI.- Z O .2 U 0. p Cl) �H W W. lL F- _0 W Z U= O Z j INSPECTION & TESTING SERVICES GE-om NICAL ENOINEERINO CONSTRUCTION MATERIALS ENOINEERINO CoNSTRuCTIoN f PROJECT MANAGEMENT SPECUWZINO IN ROADS & BRIDGES HM : //WWW.SPEA HNGINEEIUNG.COM/ BORiNC LoC # 1 SPEARS ENGINEERING & TECHNICAL SERVICES BORING LOCI #2 Date: 9/23/00 bile #: 00001 -037 Boring Log #: 1 Client: Wbert Chin Boring Type: Hand Auger Depth Drilled: 6 feet Depth Field Change (Ft) Description in Soils %M Qp % %- % -114 %4200 Comments 1.0 Topsoil ...... ....... ..... . .. . ..... ...................... ...................... ........ 2 Silty Send w Gravel ...............•............ 6.7% o 1.5 94% 71% 11% AU, some organics, dry 3.0 . .... ...... ........ .... ......... .. . .. ....... ... ...... . .. ... - light Brown, medium dense 4.0 5.0 Dense Till 9.1% .... ........ ; ............. 2.5 92% 58% 13% ...... ............................... ; AU, dark brown, dry, ........ . 6.0 ......... .... end Boring ...... ..... homogenous, very dense BORING LOCI #2 P.O. Box 1007 PHONE: (253) 833.7967 Report # 00001 -037 AU6um, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 13 of 17 Date: 9/23/00 File #: 00001 -037 Boring Log #: 2 Client: Gilbert Chin Boring Type: Hand Auger Depth Drilled: 6 feet Depth Field Change (Ft) Description in Soils %M Qp % - %" %44 %4200 Comments 1.0 ........................... Topsoil ...... ....... ................ ....... ......... .............. ......... .......................... . 2.0 Silty Send wGravel 7.9% 1.5 98% 88% 14% AU, some organics, dry 3.0 light Brown, medium dense 4.0 5.0 Dense Till 8.9% 2.0 95% 67% 15% AU, dark brown dry, 6.0 end Boring homogenous, very denso P.O. Box 1007 PHONE: (253) 833.7967 Report # 00001 -037 AU6um, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 13 of 17 INSPECTION & T ESTING SERVICES GE OTECHNICAL EN OINEERINO CONSTRUCTION MA TERIALS ENOINEERINO CONSTRUCTION/PROJECT MANAGEMENT SPE mLmNO IN ROADS & BRIDGES HTTP: f /WWW.SPEARS+NOINEEPJNG.COM f SITE PHOTO SPEARS ENGINEERING & TECHNICAL SERVICES 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 AUBURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 14 of 17 z ~w � D 0 U Cl ) D cA W J H Tn LL WO U - =w z� z0 25 D0 U O N OH W W H� LL O .. Z W ID O z r l �• ` i , . •'� 7 ,.' 4 � • ; � t �, �� `'.�1� 'i• �� ... ,_ ``- I ts ..r i ! s:. ` �.�' -` �� J S: N ' f r �• : >> ;. I + -� :�'- %•4' : <.•;�•:% ' . r •- •�.!• r .. 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UNLi��/IITED DESIGN Allen Jahannesen, Plans Examiner City of Tukwila Building Services RE: Tritec Homes — Lot D —16668 53 Avenue S Permit Application D05 -283 August 15, 2005 Mr. Johannessen; Per your request please find the following revisions made to the plans Item #1: The "General Notes" code text refers to King County Design Criteria has been revised and changed to meet City of Tukwila Design Criteria requirements. See sheet 1. Item #2: Washington State Energy Code Table references 2001 has been revised and referenced to 2004 Washington State Energy Code. See sheet 1. Item #3: Detail 1 on sheet 10 was revised and corrected. R -30 insulation was identified and added to meet 2004 WSEC requirements. See sheet 10. Item #4: "Hold- Down'' notes _G, H, I -was revised. See sheet S3. Item #5: Structural notes references for seismic zone has been revised and corrected to meet requirements for the City of Tukwila. See sheets S1, S2, S3. RECEIVED CITY OF TUKWIL A AU G 1 6 2005 Irina Antonyuk, N C O M P E T E PERMIT CENTER Cad Drafter LTR# Dos -t63 i ■ 19613.81 st Ave S - Suite F - Kent, WA 98032 - (253) 872 -2580 - Fax: (253) 872 -3649 ■ Email: designstudio @designsunlimited.com ■ ��f U CA) City of Tukwila Steven M. Mullet, Mayor Ulk ip % I , Department of Community Development Steve Lancaster Director 196 August 11, 2005 Brent Rollins PO Box 951 Sumner, WA 98390 RE: Letter of Incomplete Application # I Development Permit Application D05-283 Tritec Homes — Lot D — 16618 — 53 Avenue S Dear Mr. Rollins: p: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 4, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Allen Johannessen, at 206-433-7163, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throuzit the mail or by a messen service. If you have any questions, please contact me at the Permit Center at (206) 433-7165. b ; Sincerely, Brenda Holt, Permit Coordinator Enclosures File: Permit File No. D05-283 p:Orenda\D05-283 — incomplete fir NUac b1i Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 i Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 i , 1: C f I t f I ` Determination of Completeness Memo j Date: August 9, 2005 Project Name: Tritec Homes - Lot D Permit #: D05 -283 Plan Review: Allen Johannessen, Plans Examiner 1 A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamQ, not copied.) 1 The Code requirements note refer to following "All Applicable Codes and Authorities Having Jurisdiction ". In addition, the "General Notes" code text refers to King County Design Criteria. The City of Tukwila does not recognize the King County Design criteria. Update code text on plans that to show design criteria and local codes shall specifically meet the requirements for the City of Tukwila. 2 In addition to item # (1) above the Washington State Energy Code Table references 2001. Update the table to reference the current 2004 Washington State Energy Code. j 3 Sheet (10) detail (1), shows R 13 wall insulation and no reference for floor insulation. Revise plan details to be consistent with current (2004 WSEC) energy code requirements. 4 . Sheet (S -3), "Hold -down Notes" items G, H, I are distorted. All notes and details shall be clear and legible. Revise sheet as necessary. , 5 Sheets (S -1, S -2, & S -3) Structural notes references for seismic zone, wind speed references are incornect for the City of Tukwila. In addition, the notes reference the use of 2" x 2 " washers, which is inconsistent with other plan details (example note #15 on page 2). The current IRC requires the use of 3" x 3" plates washers rather then 2 ", (Section R602.11.1). 2 "x2" washers can be used under the 2003 IBC provided with special engineering design and calculations in which then the plans shall require to be stamped and signed by the engineer. A complete review of all plan code text and details is required to show consistency and meet current code requirements. Should there be questions concerning the above requirements, contact the Building Division at 206431 -3670. No fii ther comments at this time. Z W. D 0 0, N0. CO =. CO L. W 9:3, u_ a CO_d =w t - 3: ' Z3 �0. Z �,. LLI 5 0 c o): �: W W' 0 Z, U N: z" G PLAN R TJW ' R ' O ' i j I i. I COPY UTING SLIP ACTIVITY NUMBER D05 -283 DATE: 8 -16 -05 PR03ECT NAME TRITEC HOMES - LOT D SITE ADDRESS 16618 53 " S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division E] Public Work Structural ❑ Permit Coordinator► DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-18-0 Complete E Incomplete F1 Not Applicable F Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ITING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: U APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 9 Not Approved (attach comments) ❑ DATE: Documents /routlng sllp.doc 2 -28 -02 z �Z '~' w u� D JU . U Cl) U. CO) J F N LL W O U. �. Na =W �- z. Zo 25 O �. o� W L .. z. w p, 3: 0 z 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER DOS -283 DATE: 8 -4 -05 PROJECT NAME TRITEC HOMES - LOT D SITE ADDRESS 16618 53 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued x z z �w J U 0 to 0 w= J f- 0 :3 CO)� = �. w z z 0 w Lu � j3 U 0 N. 0 �_- w U_ U- —0 iii z U Cl o� Z DEPARTMENTS Bui ing *sion Public Works 912. )v 64'(25 Fire Prevention Al Structural ❑ Planning ivision Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-9-05 l Complete ❑ Incomplete [] Not Applicable ❑ Comments: / � Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS DUE DATE: 9-6-05 i 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 08/15/2005 07:38 • 2538637796 TRITEC MOWS City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 48188 Phone: 206 -431 -3670 Pax: 206 -431 -3665 Web sate: http :1Avww.ei&kwAawaw PAGE 03 Steven Mullet, Mayor Steve Lancaster, Director Revision submittals truest be subrnitt+ed in person at the Permit Center. Revisions will not beat cepted through th mail, fax; etc. JDats: _ Pfau eck/Per t I any mi Number: • D(�5� -283 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # (� Revision # _-- Permit is Issued ❑ Revision requested by a City Building Inspector or Plav„4 (Examiner i . j i t I i f' I f Project Name: TMTEC HOMES - LOT D Project Address 16618 — 53 ,.venue S Contact Parson Brent Rollitls Phone Number: � � � �l Summary of Ralston.- gry F- AN05 ermulTCOMR Sheet Number(s): "Cloud" or highlight all ahas of kepisivAncludIng date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on O - RI -K p cat ons orms -sppl cet ons on firtAmision su m tul Crested: a -13 -2004 Revised: Z Z UJ W� UO Uj NO -j t -- N o ui L L CO Co LU Z� z 2 5. U o. N 0 H W W O: tii Z N' O ~ : Z U 1 ' i C/TY OF TUKI A Permit Center /Built' tivision: j Community Developmettr Department ev6.43I - 3670 i Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206.433.0179 Tukwila, WA 98188 Planning Division: I 206.431.3670 CERTIFICATE OF WATER AVAILABILITY i Required only if outside of City of Tukwila Water District , PERMIT NO.: i : Pt�i3A>To`tie�oinpledtiY "9pPlicati�'•r ,J. ,•� t4 y { a. .� ..� '�l; F; z*'_�;,'• rrt. ' !�i.: t. * M;.. 1. i. Site Address: 166XX 53rd Ave So (attach map and legal description showing hydrant location and size of main):. } Ownek i . . ... .., .. .. .. a .. ... .... Owner Name: Tritcc Homes Agcnt/Contact: Andrew Goble Owner Address: P.O. Box 951 Sumner, WA 98390 Agent Address: Owner Phone: 206.383 -3705 Contact Phone: 206- 383 -3705 . This certificate is for the purposes of: Four - SFR ® BUILDING PERMIT C3 PRELIMINARY PLAT ❑ SI4ORT SUBDIVISION i ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER 1 I !(I 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 Area is served by (Water Utility District:) HIGHL W DISTRICT f % Owner /Agent Signature Date 'B: To�IB r m leted;ti witEiu ill ° dlif c p} aw ' * YTp v ^''�. T „ g ?, Q mp t ., ; Y;.. E. }t '� `# ' '' `°i ` 3 ,s • Cl r i I. The proposed project is within TUKWILA /King (City /County) "loom i oFTuKMLA 2, © No improvements required. i . AUG - 4 2005 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: PERMIT CENTER } 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. t 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 t water pressure /flow Information available for Customer's intended use. The general Information provided by the District is not a 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. i' 5. Water Availability: © Acceptable service can be provided to this project I 3 ❑ 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 1 hereby certify that the above information is true and correct. Y i HIGHLINE WATER DISTRICT / 206.824 -037 By��(�i�f «G /` rrX= 5/412005 Agency /Phone MIKE TUNGSVIK Date CONSTRUCTION SUPERVISOR O N, W U_ 0 : W Z. U =, 0 ~; Z 1 aHLINE WATER DISTRICT iweter Application /Statement of Charges _ I FUTURE l } I i , s i i .. 5/4/2005 i.. i f }} 1 i I NW 26-23-04 Pa e # 02 f ' i Date: 5/4/2005 Section # NW 26-23-04 Pa e # 02 Service Installation U Size Meter Han Size 314 # ERU's 4 See Notes Service Address: 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 I Fax # A ent Andrew Gobel Phone# 206.383.3705 Mailing Address I city ZI Service Installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: installed through Chin DE project. Price per meter hang: $2.555.00 Service Installation $0.00 See Attached Estimate General Facility Charge tY 9 Local Facility Charge $8,400.00 $ a ERU s X $2 100.00 ° SF X $.40 per SF Meter Hang Fee $880.00 MX U $940.00 Other $0.00 Total Due: $10.220.00 Customer Notified By Polly PROPOSED USE: SFR NOTES: . Prepared By: Polly Daigle of Date 5/4/2005 Reviewed By: FTom Keown Date Thomas Keown, P.E., Const ctiorVOperations Department Manager r f 1 Is BIMINI M 14214 Dc 4-2,5 L I 16440 16428 7 317 M 1 3543 6 . 14 M I 4�gg B0 I 2A M 1 4 243 16453 12 M14345 8 16 43 16436 M14298 16452 164,96 M14348 16448 M14623^ 15 10 M14216 13 9 HEI G TS M14451 V1 772 135.59 90 120 90.17 369 150AB 150 19 16461 . M7955 199.03 140 8820 5166 5190 5310 16449 M10839 M11188 M6% M27981 117 AM i 2 V3769 V3768 -219 105.81 ;F H�42 75 pi H25! k 7 V377 9 8"Dl� TT 83 - 3.p.12 g 49 ,111, 1 51 55 5165 .4 CO TRACT: L HS LOT 4 M W utf0tv EN r, T 7' 0 S. lbb I H �i I M20830 M20831 16603 2 o l 16604 ioo.ol 100.01 M2799 M2797 90 .0 40 511 E LOT I LOT 1 615 V) ro M2800 2 q q- 2 0 16612 M2796 V4437 L) a co 111.44 111.44 ' 10 5139 0 16625 3 Z, On H o LOT B 9 LOT C M2801 LOT 4 0 = 503 111.36 LOT D 166 9 27. 4 10 LOT A L)Lj M2794 T 115 L) 802 L E UD E < 83.73 138.94 1:100 45-82041.`0367 LLJ 16635 5 z 5 M2803 < 0 16634 Li LOT 2 M2793 'o -- 0 E " > rn CY o" 16645 to 6 Lr) 6 M10263 16 642 0 115 M2789 0 0 Cj xLr) 75.0 > 161555 M2805 7 > 00 C) 7 16650 - I M2788 12 o C� Ln tD C:l 16659 15 LOT Cl 2 Lo An M2806 8 '1N3Wf13O0 3Hl : jO All Elk Ol AM SI A 331ION SIHI 11d3�� -SS3l l 3Wb2I� $WI Ni 1N3wnboa 3Hl -4l �3�IlON. Print Report for 166XX - 53rd Ave_ S_ na hvdrant IIH2929 Static Fire -Flow Residual Available Flow Available Flow ID I Pressure Demand Pressure @Hydrant Pressure (Psi) (9Pm) (Psi) i (9Pm) (Psi) 1 =i J40 1,000.00 111.65 3,243.75 20. _124.25 1 INXI t, /•�, _°�'. `{1 ,r.X�i "Y Y1la��i`Y�`ICY• certificate of Sewer Availability OR P.O. Box '50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpos"f Certificate: �( Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propose se: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 717k rtf-G {� s Phone: X1 e63 --7700 Property Adds or Approximate Location: Tax Lot Number: Legal Description(Atta h Map and Legal Description if necessary): CITY OF TUKWILA 1-03 AUG 4 2005 La--(- D PERMIT CENTER Part B: (To Be Completed by Sewer Agency) 1. da. Sewer Sgrvice will be provided by side sewer connection only to an existing CO size sewer UN -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 L3 (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 ,❑ bb. The sewer system improvement will require a sewer comprehensive plan amendment. 3. CI 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 - D U a. District Connection Charges due prior to connection: GFC: $ 8 5 0 SFC: $ Z-164 UNIT: $ TOTAL: $ 6© l 4 .13 (Subject to Change on January 1 st) 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 hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of si nature. By Title Date 1 � Z �z JU UO CO 0 w� CO U_ w 0 U.a u) :D _' d F . w z ZO w w 2 U� O� o F- . w -O w Z co Z ATTACHMENT 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 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 thaCSewers is available to the Property through sewer systems that exist or that may be ' xtended' 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 i 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 AvailabilityINon Availability and this Attachment, and fully understand the terms and conditions herein. J 1 8953910011270798.011SSY601!.DOC (1/26/04) -1- Date • t Y;� .fir,:. n, N z . �2 D UO �o w= J F- U) LL W O LL cY = w Z �.. . � zR w LU � o. ON off W W LL 6i Z L) =. 0 Z r+ppucanL S Jig[iaturc DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ST, ATE Ccol RITEHI983D2 EFFECTIVE DATE 03/22/2002 ,TRITEC HOMES INC P 0 BOX 951 SUMNER WA 98390 W , co co) uj� U) LL O uJ : �95 LL Lu% 'w uil io Nf LL co)3 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries 1. t 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 TRITEHI983D2 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 Impaired 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 CBIC Separation Date 03/21/2002 Parent Company 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 $12,000.00 Savings Information https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= TRITEHI983D2 Page 1 of 2 09/09/2005 Z W. U` U O N �. W =+ J � W O U. to �. =0 H= Z F. 00 5 . U � O N• O H W W' LL = U• — 0 1 til Z U =, Z Look Up a Contractor, Electripi,gn or Plumber License Detail I I No Matching Information 1 Page 2 of 2 Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date NEW HAMPSHIRE #6 INS OILX40380131 03/10/2005 03/10/2006 $1,000,000.00 03/07/2005 INS CORP OF #5 HANNOVER H86FP1860601 03/21/2005 03/21/2006 $1,000,000.00 01/18/2005 INS CORP OF #4 HANNOVER H86FP1860600 03/21/2004 03/21/2005 $1,000,000.00 03/15/2004 #3 CBIC INSSE3158 03/21/2004 03/21/2005 03/21/2004 $5,000,000.00 03/04/2004 #2 CBIC INSSE3158 03/21/2003 03/21/2004 $300,000.00 03/05/2003 #1 CBIC INSSE3158 03/21/2002 03/21/2003 03/22/2002 Summons / Complaints Information No Matching Information 1. https:H fortress .wa.gov /lni/l.ibip /printer. aspx ?License= TRITEHI983D2 09/09/2005 r . � 1 PRIVATE ACCE55 4 UTILITY EASEMENT FOR LOT C New • �!• • • G a Cl 0 /19- 1 00 t t ob I oil : � I I ono •�-�_.�• • WATER METER L1� to1-o° �o � TO ANITAR7( I �A5EMENT I 7r I rl .1 •. i- -nom /►� •Z. .. ri.. r.�...•.• �1•�t`` . ^•w� =.• r:•S• •�}.. A .sue �1` �1 � � �••- .. ..M .�� � ....� /� � Y a 1 1 1LU t'(1 m O O �z � 1 C , BUILDING DMSION City TLI!:w'Il ��,�TR�- ,Y��r� ,fir + �.Y� *� scnLE: r1=io1-o' LOT COVERAGE: AREA OF SITE 6 50. FT. COVERAGE 2 50. FT. LOT COVERAGE 32% r -� n w•- � .. .. /. �. ^•• 0.� ,.w .-. -• . . � r -fir .. �.. _.�.�.� are ! i, �^ C i�.C1� P��1 !G. f �l� .•� >. LEGAL DESCRIPTION LOT D THAT PORTION OF LOTS 3 AND 4, BLOCK 2, VALLEY VIEW HOMES, I NG TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RE CORDS OF KING COUNTY, INASHIN&TON; TOGETHER WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE 50. VACATED ACCORD TO ORDINANCE NUMBER 1236 DATED NOVEMBER 3, 1 CITY OF TUKAILA, WI CH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. C,OM4EW.oING AT THE SOUTHrC5T CORNER OF SAID LOT 4 AND PROCEEDING ALONG THE SOUTH LINE THEREOF 588405'4q "E bl FT. TO THE EASTERLY MARGIN OF VACATED 54TH ASE SO.; THENCE ALONG SAID EASTERLY MARGIN N1 Obb FT. TO THE TRUE POINT OF INNIN6; THENCE CONTMIIJING ALONG SAID EASTERLY MARGIN 141608 "33 0 E gb.g8 FT.,-,THENCE 148ft0553 0 W 11136 FT.; THENCE 51*0356 20.00 FT.; THENCE 55N641'027E 136.Iq FT. TO THE TRUE POINT OF EX 61NNINCG. NOTE ALL DOM SPOUT AND FOOTING DRAINA6E GO T I ONS 6 VOV*G OF HOUSE meow c "��� ,+, - � IG Ot the mti. of week mn t"triff !?4 t. n .� fn ire a ktnn by t, hi Ptj! 1'•"rq Q' r•!�!! b3 dui / ru _.� r, �V% `ti!wHt 1 �'p s - 9 A CT OMf/If1!l�f. LA D^Vb *AMA= P%z o► 190642S3 q PR I VATE ACCESS 4 UTILITY EASEMENT FOR LOT G -on mom Q L � " � - w ' l ° � . INATER METER "� - •rte . ...,�..�.. T., - - •.��r - - 'M+��. ---- .►..�..-- .+.-.. ...-. -dw . 4b op t 5 88 0 05 1 53 1 1 E I I I.� � s'-o^ ess�i ^ 71-� T— ' 'i 46 OR J- + m iw I� Im F � TO - = (4 ANITARr, I O I SEYYER � 1� JPASEMENT d' N J P�:`v-(' ?, ,; brer Tr r;ev d i+v the T'otmi • `�' �c T) ttmcm fm Wnrrw"tvT) a %+h cTTrr r1t icN do rim m vs 1ar,�t �f r• ;, ... c:i �'a -tc?at cW fWdju the i1ie�► ;; a equW7 of the dead Ott! ms, W2 1 } W; t h ! he AM-8S' M dreicmts or yrri,; ►ns 2 dl�s doe wi vr+d th-% M Coe t+c� aa'r; �srK a s bm:mi c f rmV4 3r�ar� - e ; 'Cif'• : -�,C, 't c-•L:� tt� F �!.� �.� flit PW remw app"W - is subject t errors and onM01 - �pp�l of constmC :n documents does not NOW" the vkjwon of any adopted code or ordinance• Id apprigMW Field Copy and is r Ode• � S of la BUILDING DIVISION SCALE: 111=101-011 LOT COVERA&E: AREA OF 51 TE 6512 50. FT. COVERAGE 2,116 50. FT. LOT COVERAGE 32% LEGAL DE50RIFTION LOT D THAT PORTION OF LOTS 3 AND 4, BLOCK 2, VALLEY VIEW HOMES, CORDING TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF ICING COUNTY, YVA51-111467TON; TOG WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE 50. VACATED ACCORDING TO ORDINANCE WMBER 1236 DATED NOVEMBER 3, Ig81, CITY OF T"ILA, WH ICH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. COMMENCING AT THE SOUTHWEST COR$IER OF SAID LOT 4 AND PROCEEDING ALONG THE SOUTH LINE THEREOF 58N60544 0 E 222 hl FT. TO THE EASTERLY MARGIN OF VACATED 54TH AVENUE 50.; THENCE ALONG SAID EASTERLY MARGIN N40853T 0-bb FT. TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY MARGIN W60853 0 E g6.g8 FT.;THENCE N&V40553`W 11136 FT.; THENCE 54 20.00 FT.; THENCE 553.k641'02`E 136.1q FT. TO THE TRUE POINT OF BEGINNING. NOTE: ALL DOWN 5P0lJ� AND FOOTiN6 DRAINAGE CONNECTIONS 5'-0' 00iM45TREAM OF F10t.5E. PARATE F& REQUIRED FOR: it Mechanical gf Eledriml Piumbing C's .1_ City Of Tu. I.. 'JI!U BUIWING DIVISION RE CODE t O + tj -4? or►� ara�os rum 9�p5 - 2g3 r ~ 140 cA virt * £ '10 b0 "Uwe to t!W �C0�1a -�. ...:.. NOTES v.1.1 r"uira a new plan wbmtW addtlonei plan review fees. q 9 :tom / 1 I I ~' . . SHORT PLAT N0. L03 = 070 TUKWILA, WASHINGTON 0 WARNING THE CITY OF TUKWMLA HAS NO RESPONSIBILITY TO BUILD, IMPROVE• MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED VATHIN OR PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT PLAT, MAINTENMCE A T: SAID TRACT A TO BE MAINTAINED. REPAIRED AND /OR REBUILT BY THE OWNERS OF THE PARCELS HAVING THE LEGAL ACCESS OR SERVICE THEREFROM AND THEIR HEIRS ASSIGNS OR SUCCESSOR. NO RUNOFF INCLUDING DOWN SPOUTS. SHAH BE INFILTRATED INTO THE GROUND THROUGH 'DRY WELLS' OR PERFORATED INFILTRATION PIPES AND TRENCHES EXCEPT AS DESIGNED IN APPROVED ENGINEERING PLANS. - , .. FD• 2' BRASS DISK SEA INC LS 15650 VISITED 3-00 1 1 1 TRACT 'A' IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR •'' THE BENEFIT OF THE OWNERS OF LOTS B ,`: W CI D AND E. OWNERSHIP OF LOTS 8, C D. ; ; . �► AND E WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST ' ♦ AND AN EQUAL AND '' • IN TRACT A , , j • Q UNDIVIDED RESPONSIBILITY FOR THE .�.,...,.._ MAINTENANCE OF SAID TRACT* TRACT A IS ALSO SUBJECT TO UTILITY RIGHTS FOR THE = • T P T ' ' �• U) i 30 0 0LNEFI I OF LOT A OF THIS SHOR LA PRIVATE SEV" THAT PORTION OF LOT 31 BLOCK 2. VALLEY W ft VIEW HOMES. ACCORDING TO THE PLAT ' - • TH RECORDED IN VOLUME 56 OF •• I • •r i 1 PLATS, PAGE 81. RECORDS OF KI COUNTY, WASHINGTON NW COR SEC - 26- T23N R4E AND THAT PORTION OF THE RIGHT OF WAY 'F 2 BRASS DISK OF 54TH AVENUE SO. VACATED ACCORDING IN CONC WITH PUNCH ; TO ORDINANCE NUMBER 1236 DATED MARK (ENCASED) NOVEMBER 3. 19819 CITY OF TUKWIL A, MSTTED 3" WHICH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3; THENCE NORTH 01 EAST ALONG THE EAST MARGIN OF 53RD W .,.► AVENUE SOUTH 20.00 FEET; > THENCE SOUTH 88 EAST 111 FEET. g THE SOUTH 01'03 WEST 5.00 FEET � RECORDING N0. 11 1 � 1 1 ►• . VOL /PAGE SCALE: i v+cx - so rr. 0 16' 30 60' PORTION Of J /4 of __1/4. S T Ro_A_E,Wsmo � /C 1 I 1`• t 1 1 I ►• •1 1 1 1 ♦I 1 ►• .. r • h I a� �'.:: •: 10' SANITARY SEWER , LIMITED IR PIPE - BENT 5' DRAlNA EASEMENT � ACCESS LINE GE ESM T AS TO BE kECORDED WSDOT SR -5 / 1 0,97 0 dr 0.54E DELINEATED ON FACE OF PLAT • � � � . S88 10 SANITIRY SEWER EAS KENT. 62.85 (PLAT) REC. NO. 8203090493 06 ' 111.44 V ACATED TH REC. N0. 00508000777 w r• • w •,rte• w,wr. � � •. .••1 . LOT e . ' -�-- -- -_: ,,d � . • � 6,503 S.F. ,. ., 51 5' n , 5• a 1 1 1 .• ,. 00' I 5. I WATER EASEMENT SCALE: ) a 30 FEET ' WATER - • I 5 20 PRIVATE INGRESS • LOT-C j "� EASEMENT °:1 W. � Y 10 SAN. SEW do EGRESS UTILITY 6,500 S• �` a N 0 WME ..� _J L BBL TYP. �+/ C:, D, AND E �' I I I EASEMENT ��NT"'FOR"'L 0 75 30 60 1 �..�, -.-.- .,._. ...._. ( �► - !'� 0 FIRE HYDR TO BE RECORDED 1t'f - / N 6 10' PRI ATE DR N Ca 44 n �' SEME 1 • - z f `�'" 15 P EA T RIVATE DRAINAGE 111.44 INSTRUMENTATION 1t1. f EASEMENT `TRACT 'As Q 1 #4TRLw& T Laa s TCW TOTAL S TA PON N .._,_ 7 g g8 - 121.44* • .. "".' ---.. �..,.1 - . , . S By _.mono .•....1. ---•- � ♦ � • ; FIELD SURVEY CO N TR OL WA TRAVERSE LOOPSr JbIJN IM -.- -- M N j� 93.87` : , . , _ . CLOSED V 88"OS 53' IX / • 1 .44 , N l : ; : • , • CLOSURE OF LOOPS WAS 1.22.000, IN i 53t'E'" . , . ACCORDANCE M TN WAC 332 - I J -- 090 / 01 PRIVATE SEWC 88 0 M w t . 1 • N TO BENEFIT. LOTS A,.B &C . «; ,. , :, • = - cr ,. 1 10 1 . + 1 T N LAA ., L NE,. L OT 4 • , • NOM S � �•��. � . � . l,::� . � Tp "� LaT LK 2 VA Y�U�EW LEGEND ExL�nNG a Bic , - ' 9 - . 1- 4) . S . F . ♦ - '.. , . � • E ' • � . • 4 1 1 " : � _ D 7 t `` Y �+wt I�i ii r . a r w , a 1 .; z i ' r ` S.. • 6.S 12 S.F. • , r T . ' .. • , 1 • TO REREMAIN L OT E MONUMENT FOUND TYPE AS NOTED PRIVATE SE R : s : MON . xo%* S.F• EAS M : ACCESS do • I TO OE �' Q FOUND REBAR • UTILITY • / .1..... ,,.,. . � � � , � ... 1 .: . EASEMENT - SET REBAR AND CAP LS #x11332 • • 8S8L ��' ,,; r .10' SANITARY :• (TYh) , j. SEWER • - • 0 IRON PIPE : �,,,,,,, 30. --- 'i�• t� 00 , -. EASEMENT . . ` --.-- ..1., .. ....... 00 ,.,. AFN8203090494 FENCE ��131L ' � ROCKERY i 62.65 (PLAT) SBOW +9'E 6 7a BSBL BUILDING SETBACK LINE r 222 l TO THE TRUE POINT OF BEGINNING OF t , 0 � M FRONT YARD t PRIVATE SEWER 30 � . • .. .. - • . j �� 1 t!M HEREIN DESCRIBED EASEMENT• s • . •r '. • ! . /� ..: .. .. 1 1 1 .. - � , � i ;: � + .. N .: - - �. . ' a-+� SIDE YARD THENCE S88''Q5 53 . E 92.00 FEET• 'C .... �' + *.. • U) 5 J >� THENCE 501 56 M f w 10.00 FEET; i 2 v THENCE N88'05'5rW 92.00 FEET; . REAR YARD � . .. . / . . • .. :.... ... ..... THEN N01'03'56 "E 1000 FEET TO THE 040 . • . , x 1 I • � • • 1 ► 1 I 1 >r • ♦ I t 1 • i V 1 • • • ' *' �} i . f.r.� - . � •) = * i� � 7 'K TRUE POINT OF BEGINNING. ..... .. .0 .... Le REFERENCES Z - 4J ... • 1 �+ Q THE PLAT OF VALLEY VIEW HOMES TOGETHER NTH THAT PORTION OF LOT 4 _ I _ : ►� . �F AS RECORDED IN VOLUME 56 OF • I t : BLOCK 2• VALLEY VIEW HOMES. A G � N - - • - _ � 1 - . • :. . }- ••� �i �!�•` I � } PLATS AT PAGE 81. TO THE PLAT THEREOF RECORDED IN m .: . VOLUME 56 OF PLATS. PAGE 81. RECORDS ' 7 1} y. OF KING COUNTY, WASHINGTON +� VACATED ACCORDING THE T WAY .- . ! t . �- ' A EAR ND THAT PORTION OF E RICH OF 4 i +► I - OF E OR WEST BASIS QE B 54TH AVENUE S4. .°� ♦- • WEST LINE OF TH N TH ! J QUARTER OF SEC. 26.T23N.R4E ORDINANCE W T � _ - _ .. � ; - . ° NANCE NUM 1236 DATED °• v ` �• t . BEINGS 01 W w NOVEMBER 3 1981, C3TY OF TUKWMLA. . t W"C H ABUTS LOT 4 IN BLOCK 2 OF „� • , ,. ;�� , . - _ ' VALLEY W W HOMES i N wow BENCH i • "~ DE AS FO t° N j ;! : • •''' ,' � j { •Il 3 ASK SET IN CONQ BEGa�iNING AT THE POINT OF INTERSECTION ' - I , : ' ' #..{- . • . IN CASE OF THE EAST M ARGIN OF SAGO VACATED .._�..... -._ - � • . - . ; , �,. �. , ' .ti :. , +- - 54TH AVE. Sa IAATH THE EASTERLY . '- ^ . ..:.i �• 1 . i I . QA EXTENSION OF THE SOUTH LINE OF SAID . • • w • • •,� -► r• , • -• • •.. .1•: ' i a j.. •o ; t .i. ELEV = 241.09 > THENCE N88 17.00 FEET TO THE 8r p0• G • FIRE HYDRANT - - f � fa WEST LINE OF THE 10 SA M TARP T ....� � � � 18 " t � 7 / .: AS RECORDED UNDER REG NQ --- 222.21 - _ • -� �,; , . .. -. - • - N 88n5 4 2 W ( PLAT OF VALLEY MEW HOMES _"' ... • ' : � •� 8 94; IA EST 1 /4 COR SEC. � ' � _. 26-- 3;I. R4E S 1 6 8 TH - r IVACA 7 N01V$o3n ALOW CA V EW LIN FO, 1 �4 �to�N ft C014C (ENCASED) 19.50 FEET TO THE TRUE POINT OF IN BERG OF HEREIN DESCRIBED PRIVATE VISITED 3-00 - - - . ', , a p PZ B a s ima H olmb erg I nc., O 1 Cam! N01�o�'33•E 1000 d& .3 SHORT AT .4 '49'' 24.71 FEET' 4 - , • 0 1+00 �r 90urA : l�wQ�A�L Cr n 6802T 426 3.;2 - OZ60 FOR I_ � 0 " 7NCMM S5r41 OrE 17.69 FEET: - owN. BY - �ATaE .roe No` 23 33- 001 19 THENCE 4n 110 FEET To 1W TRUE PONT OF 8E . u � �,� ;..� , 7. 1v-w DWO NQ TRITEC . - - _ 233., -001 CHM By SHEET 3W 2 2 ` , • • • , ' ' r r .' 1 r r'• •. r ... . s 8 . , 1% 48b • I 4 . _ I • i j 1 r t t 1 r . • f . 1 r � t . • F � • J.- I. j r f Age- c7 r • 4 , ;�-`, - 23.,N!.,,RNG.4 Es, WIVI H N 1'/4 0 F E.' /4 r ,.�r I j PORTION 0 2' HIGH ROCKERY FOR TREE WELL c rry..,OF v V1LA�.`.VVAtim1NU. FOI IND 2 - I r'.. :, • :1 t ; ' ; I r ` { • •` , ••+ I I j i _' r , .. ' t 7 7 , : OR, kSS DIS K A.. • 39 t z J , '1-20 ' •, I _ � • , , � +.,.wr��•!. �� � • ;% 1 :i f _ :�J I • � {• f "r 1 { 1 ! '. � r ��! i y •' ' I I, ! 'i , .� •, ' . SCALE .124 9 ,'II � (i 1 ' ,! i �� i� 1i�, �' ,.{ I r'. rt r.`. ! � '•I ',. ;' �; i,�.�: 'i',;I' r I �: LZ A �kO', II .. I` It 1 4 GA1 E t,.VA 4 LVL (MJA 1* DOMEST114G WATER 4 60 TEE� (MJxFL),.. 0 it SERVICE METER 11-8 PLUG' (MJ) PER VAL VUE 'SEWER a Z 'DISTRICT 4 A 1 tooss; V NIPPLE (LENGTH?.AS Sluse REQUIREDO' t 6 ).' . ............ .. it ` 3 W/ CONC. ST BLOCKING.l 5. DR AIN GE Ex. SSMH# 20 24 TO REMAIN *E RIM= 252-01 ASEMENT ' ^C, OF P LAT •#)A'7 r%CHIj A rM nM CA 1 , . ; , i , ! , ; f U. V XIS I INO CURB, GUTTER 7` AND SIDEWALK APPROX. LIMITS OF FILL FOR u SIDEWALK, (TYP.) A APPROXNIATE L•U(;AIIUN EXISTING WATERMAIN II 20' REVERSE SLOPE R DRIVEWAY CURB CUT II PER KCRS DWG No. 3-005 w II It DUX 1-8"X 8 TAPPING TEE (FL) I •R* (%.ATr VALVE 1r1w Ujj 46 r vu; A e .......... . I . 10. WATER EASEMENT 0 T. 4 A > J, A Ito P. 0 .. •• • +/1 Is 14� It 111 4 1;. -f. LE DESCRIPTION, 2 '388 ?05 - Ili,: PA oe GE LOTS AND 4. BLOCK 2, VALLEY VIEW HOMES. ACCORDIN G TO 0 I q 4 THE PLAT THEREOF RECORDED IN VOLUME 56 Of PLATS, PA%a IlT 4 81. RECORDS Of KING COUNTY; WASHINGTON; 12 t TOGETHER W1 TH THAT PORTION OF THE RIGHT OF WAY Of 54TH .4 Is > AVENUE SO. VACATED ACCORDING TO ORDINANCE NUMBER 12M •.p. � �' ' ��!; ': • t• � i • .', , � , • I .. .. - DATED NOVEMBER 3. 1981. CITY OF TUKWILA. WHICH ABUTS LOTS i.0 ago 3 AND 4 IN BLOCK 2 OF VALLEY MEW HOMES. TV . 101 10' SAN. SEWER ESMT. M a" t TI TO BE LA C% I EAS N�_ S RECORDED L w RY TYP 24ama 74.0 UX.) •sq3t," 0 q ERENCES too BEE r A 46 7 THE PLAT Of VALLEY VI EW HOMES AS dj RECORDED IN VOLUME 56 Of PLATS AT PRIVATE DR 7 EASENENT PACE 81. 00 20' PRIVATE RES r NEW R K,ERY, Y RES% BASIS OF DEA]RING & U E TI Tj T (TYPI. - --iA WEST LINE OF.THE NORTHWEST QUARTER O'll I -25 TO RZMAIN Q Ex. SSMHJ C20 cv OF SEC. 26.T23N.R4E BEING S 01*03'56 RIM=241.0:t RAISE TO FU GRADE r Ex. 231. In In W 0 • * " ` *. " I 2 LF2. P se 0 E DENCH Ex. Inv- 231.5 Ou t I, (Verity) U ) Inv v 7 70" 13V t�' /* WSUOT #1529 3 BRASS DISK SET IN a as j7 k.;- 7 i 4. 0 77 0,: (lie Va I '. : • - z 1:44 m I I ..., CONC. IN CASE 0 I -hill- SY • LIM W/CONC THRUST BLOCKING (D I)A'I'U NA083 ELEV 241.09 .01� 14 4 RELOCATE EXISTING -, > 10 UTILITIES AS NEEDED, F E 8"SS TO REMAIN r W sto, (TYP.) MAX 20'# 2 A, • 7!4 i 0 14-" uj s ROCKERY, - E (n HLIGHT V. '00 L Typ... - 'NEW*. 11171 nVE EXISTING P is' R SIDEWALK & ROCKERY cX) 1 4-1 r � :%Ooo /. ALONG A t i 11 . . . . Z LQT' A U) t t o P FROM '6A^E 0 REPLACE 2:1 6.500 sq-1t. I ING 7 W/51 SIDEWALK I v E YJ-3 1 0 ? 11VV:iL z < -SEE DETAJL 20" •EVERSE SLOPE 1 0 SAN. SEWER EStAT. T 03090494 0 a (To w ile AF 82 L "EWAY CURB CUT W v DRI* 22 pon - - i.,;- -- 238 PER KCRS CWG No. 3-005 z -.:7 LOT p t : ,1 �j_�" 7 v I P 6.5" _,q. 14 7 q', r/. � -. ♦ �IUEWALK 0 NEAREST JOINT V:., 1j , I r Cm E SAWCUT EX. CURB,GUlTER N -is m! 'RE _dl r0SED v us 1-6ABmDON Vyp WAIER MAW CONSMUMION HOJES 6 W 0 • 9 z Ip'!Lr-- 1 0 0- 21.51 OF ' fo r I. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETiNG ANSI SPECIFICATIONS A 0) 4 40 Iry ACCORDANCE WITH ANSI SPECIFICATION A-21.4 Of LATEST REVISION. @0,5149*E 22 s67:L: LATEST REVISIONS ANU SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED. IN ll 1 i �. t • tom �.�' t "1V SAN. SEWE i' �t :,fl: .�•. , :r. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42 82030049 f 1; ES41 AF b' .3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR HOUSE . . . . I r ;. . I ' .. TWELVE INCH (12) AND SMALL* ER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE - -INCH - -INCH - 0 t cl r 4. JOINTS. EXCEPT %liERE OTHERWISE REQUIRED OR SHOWN ON THE DRAIWINGS. SHALL BE l+ 3 • EITHER MECHANICAL- BOLTED TYPE. OR PUSH-ON RUBBER RING GASKET TYPE. C WORMING TO AMERICAN NATIONAL STANDARD A-21.11. ALA w 4,,; .Orf w it i..., TING. 7L 5. PIPEFITTiNGS SHALL BE DUCTILE IRON AND SHALL HAVE VJN THE SAME 0 OF COA P TO WINCH CONNECTED AND SHALL CONFORM To ANSI LINING AND STRENGTH AS 7H SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST RE* WSION. < .4 ALL MATERIALS AND CONSTRUCTION 'TECHNIQUES SHALL BE- PER" t=. t t. •�, Q . ' 6. TV • HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE AWWA, C 600. EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL con TELEPHONE EQUIPIMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS BOX HIGHLINE WATER DISTRICT' STANDARDS • PROCEDURE FOR WATER-PRESSURE TESTING WATER MAINS AND THE LATEST PRO�ISIONS OF 6 Z EXISTING MAINS AT A MWWU Box _ { - ` , - t' i t- 1 .:: (;. , . ;'� - J ti� l . �� r ' . c < ENG PRESSURE TESTS SHALL BE MADE ON ALL PIPING UNDER THE SUPERMSION OF THE ENGW s 41 AND APPURTEXMCES INSTALLED UNDER 711S CONTRACT. INQJJM(; ALL CONNECTIONS To 16 0 EXISTING lA ?EST PRESSURE Of 200 P% r 7. DiSINFECT" Cf THE NEW WATER SYSTEM SHALL BE REQLVIED prlbOR TO CONNECTION TO 16 THE EXISTING WATER MAINS AND SHALL BE IN CE MATH THE LATEST PROVISMS OF I AWWA C 601. 4 a tft $.*,4 d a > 40 Z .mil 1 1 08TAgN ALL NECESSARY WATER SERVICE CONNECTIO14 PERhLTS THE CONTRACTOR SHA • FROM THE CITY OF `.mNLA Pr,-JR To CONSMCT.DC j, I < .6.7 !716 A e 11, C11 S. ViSTA"AT.-ON OF CORPOUTE STOPS. WATER SERVICE. DIES AINID METERS SKALL BE PER Ir ir sQTY OF TUKVALA S A SpECLnCAD0h& SERVICES SHALL BE A M2wMUM 3/4 s0 TY OF TUK WLA W-" 1hSTA_L THE MEIEM r • 11C. RESTRA-ANED -tv-'.TS SmA�.� BE USED AT • AU BEHM OFOR TEES. 9C' AN3 Z CIRCUMSTANCES. 1'__:C1CRE"1E 7--LJCK" IIIAL L ALSO BE USM SE. STAS DETAI SA NroAn o I-AVE A BLOUCIFF ASSEWLY AT LOW PCCiT NO AN AiR %A- wili e • 1".. ALL %A.ER UA4 RECEIVU) NS SdA,�_ z R /� E AT PCcv: -- MA2L SEE SjAji0ARD DEI * Ah ,;. %A E ; 0- 1 RELIEF VAls. vEE . IL 2 12. Tr-ZE ASSEuXS SiAL�-. CWORW TO STANDARD vo X. sop 'J CP 01c 13E it ;t,4 • S TA-** P - -sue. SE' ;%'#' CAM VA Th Try L c'T OUTLET NC %G :::SS Tn;%:l, :a TUKW" FmZw F"Srsc.D AMC A CaAR ZW ARWO n-1:1:1XST Cf SQ aSS -Z PlubaPlER PORT SHALL FACE $W.V. OR FM A.ac,-- 36 IhCHES (Uol 4ost-SUC ViORKS cr. T 11 ALL VAL%E - 'AZ- IN P6-3,X h OR EASEA"S StA..;. SE A 0 IL VIA t _ _ t - - - ' . • ` .. _ _ _ • - • Jf i ; .. a i w yY ec GRAM AF�ILR F&A,. PAV.NC & S COhN2111TE 1h p 111TH TnE OF A4.of�`%'S S•APIOAFQ DIEA.. • 141. E a TY OF BACKFLON 0EY0ES KC)LCtIM ♦ INITH FIK PRONCTM AND §R"T-Q% SYSTEAM AL%0 Call .JKUAOS DUALS MIAL= K t, tDA■E E)61i:0- before you CISST84 UTAJTY LOCAUM4 ShOW4 IEKONI ARE it cwX 15. T-61E Fg�C SPFANUM SYSTU 9%ALL K APPRINM aY 'DkC FINE MAR IT Sr%ftL WE 1K COMMAC101t RE *01109WILtTY CKACT AM H=Mlft LCoZ^0014 OF ALL EMIM UNGDI�- W Me NSTXU is D ig mXS I* C2kSv&cT0L No TAIN IS WAK IMT ALL ENSIM UlLIT" AK S1100 DWG NQ 4. SWAMT OR FAibm c Lo: • a '13004244m FAPNCKM SWU K PAK= UIN FQVALA TMD-Ti (YE %5 J. 1HE DIONEVII ASSUMM NO RES 01992UTY FOR mus jo SERUM (USA) M7 (151 EACH: SOE Or ALL FM NWRAN7% AS O 1 BY 1E 3:Y. t qu NOT SHOW 01 U1IJ= NOT SHOM 0 1" LOCAJOL Av= CUT U4 El SHEET Ulu TV LmE► 013 cusxv • CALL W L 4 r it t tro Now- -m- 46 140 T z 4 A M .......... . I . 10. WATER EASEMENT 0 T. 4 A > J, A Ito P. 0 .. •• • +/1 Is 14� It 111 4 1;. -f. LE DESCRIPTION, 2 '388 ?05 - Ili,: PA oe GE LOTS AND 4. BLOCK 2, VALLEY VIEW HOMES. ACCORDIN G TO 0 I q 4 THE PLAT THEREOF RECORDED IN VOLUME 56 Of PLATS, PA%a IlT 4 81. RECORDS Of KING COUNTY; WASHINGTON; 12 t TOGETHER W1 TH THAT PORTION OF THE RIGHT OF WAY Of 54TH .4 Is > AVENUE SO. VACATED ACCORDING TO ORDINANCE NUMBER 12M •.p. � �' ' ��!; ': • t• � i • .', , � , • I .. .. - DATED NOVEMBER 3. 1981. CITY OF TUKWILA. WHICH ABUTS LOTS i.0 ago 3 AND 4 IN BLOCK 2 OF VALLEY MEW HOMES. TV . 101 10' SAN. SEWER ESMT. M a" t TI TO BE LA C% I EAS N�_ S RECORDED L w RY TYP 24ama 74.0 UX.) •sq3t," 0 q ERENCES too BEE r A 46 7 THE PLAT Of VALLEY VI EW HOMES AS dj RECORDED IN VOLUME 56 Of PLATS AT PRIVATE DR 7 EASENENT PACE 81. 00 20' PRIVATE RES r NEW R K,ERY, Y RES% BASIS OF DEA]RING & U E TI Tj T (TYPI. - --iA WEST LINE OF.THE NORTHWEST QUARTER O'll I -25 TO RZMAIN Q Ex. SSMHJ C20 cv OF SEC. 26.T23N.R4E BEING S 01*03'56 RIM=241.0:t RAISE TO FU GRADE r Ex. 231. In In W 0 • * " ` *. " I 2 LF2. P se 0 E DENCH Ex. Inv- 231.5 Ou t I, (Verity) U ) Inv v 7 70" 13V t�' /* WSUOT #1529 3 BRASS DISK SET IN a as j7 k.;- 7 i 4. 0 77 0,: (lie Va I '. : • - z 1:44 m I I ..., CONC. IN CASE 0 I -hill- SY • LIM W/CONC THRUST BLOCKING (D I)A'I'U NA083 ELEV 241.09 .01� 14 4 RELOCATE EXISTING -, > 10 UTILITIES AS NEEDED, F E 8"SS TO REMAIN r W sto, (TYP.) MAX 20'# 2 A, • 7!4 i 0 14-" uj s ROCKERY, - E (n HLIGHT V. '00 L Typ... - 'NEW*. 11171 nVE EXISTING P is' R SIDEWALK & ROCKERY cX) 1 4-1 r � :%Ooo /. ALONG A t i 11 . . . . Z LQT' A U) t t o P FROM '6A^E 0 REPLACE 2:1 6.500 sq-1t. I ING 7 W/51 SIDEWALK I v E YJ-3 1 0 ? 11VV:iL z < -SEE DETAJL 20" •EVERSE SLOPE 1 0 SAN. SEWER EStAT. T 03090494 0 a (To w ile AF 82 L "EWAY CURB CUT W v DRI* 22 pon - - i.,;- -- 238 PER KCRS CWG No. 3-005 z -.:7 LOT p t : ,1 �j_�" 7 v I P 6.5" _,q. 14 7 q', r/. � -. ♦ �IUEWALK 0 NEAREST JOINT V:., 1j , I r Cm E SAWCUT EX. CURB,GUlTER N -is m! 'RE _dl r0SED v us 1-6ABmDON Vyp WAIER MAW CONSMUMION HOJES 6 W 0 • 9 z Ip'!Lr-- 1 0 0- 21.51 OF ' fo r I. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETiNG ANSI SPECIFICATIONS A 0) 4 40 Iry ACCORDANCE WITH ANSI SPECIFICATION A-21.4 Of LATEST REVISION. @0,5149*E 22 s67:L: LATEST REVISIONS ANU SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED. IN ll 1 i �. t • tom �.�' t "1V SAN. SEWE i' �t :,fl: .�•. , :r. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42 82030049 f 1; ES41 AF b' .3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR HOUSE . . . . I r ;. . I ' .. TWELVE INCH (12) AND SMALL* ER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE - -INCH - -INCH - 0 t cl r 4. JOINTS. EXCEPT %liERE OTHERWISE REQUIRED OR SHOWN ON THE DRAIWINGS. SHALL BE l+ 3 • EITHER MECHANICAL- BOLTED TYPE. OR PUSH-ON RUBBER RING GASKET TYPE. C WORMING TO AMERICAN NATIONAL STANDARD A-21.11. ALA w 4,,; .Orf w it i..., TING. 7L 5. PIPEFITTiNGS SHALL BE DUCTILE IRON AND SHALL HAVE VJN THE SAME 0 OF COA P TO WINCH CONNECTED AND SHALL CONFORM To ANSI LINING AND STRENGTH AS 7H SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST RE* WSION. < .4 ALL MATERIALS AND CONSTRUCTION 'TECHNIQUES SHALL BE- PER" t=. t t. •�, Q . ' 6. TV • HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE AWWA, C 600. EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL con TELEPHONE EQUIPIMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS BOX HIGHLINE WATER DISTRICT' STANDARDS • PROCEDURE FOR WATER-PRESSURE TESTING WATER MAINS AND THE LATEST PRO�ISIONS OF 6 Z EXISTING MAINS AT A MWWU Box _ { - ` , - t' i t- 1 .:: (;. , . ;'� - J ti� l . �� r ' . c < ENG PRESSURE TESTS SHALL BE MADE ON ALL PIPING UNDER THE SUPERMSION OF THE ENGW s 41 AND APPURTEXMCES INSTALLED UNDER 711S CONTRACT. INQJJM(; ALL CONNECTIONS To 16 0 EXISTING lA ?EST PRESSURE Of 200 P% r 7. DiSINFECT" Cf THE NEW WATER SYSTEM SHALL BE REQLVIED prlbOR TO CONNECTION TO 16 THE EXISTING WATER MAINS AND SHALL BE IN CE MATH THE LATEST PROVISMS OF I AWWA C 601. 4 a tft $.*,4 d a > 40 Z .mil 1 1 08TAgN ALL NECESSARY WATER SERVICE CONNECTIO14 PERhLTS THE CONTRACTOR SHA • FROM THE CITY OF `.mNLA Pr,-JR To CONSMCT.DC j, I < .6.7 !716 A e 11, C11 S. ViSTA"AT.-ON OF CORPOUTE STOPS. WATER SERVICE. DIES AINID METERS SKALL BE PER Ir ir sQTY OF TUKVALA S A SpECLnCAD0h& SERVICES SHALL BE A M2wMUM 3/4 s0 TY OF TUK WLA W-" 1hSTA_L THE MEIEM r • 11C. RESTRA-ANED -tv-'.TS SmA�.� BE USED AT • AU BEHM OFOR TEES. 9C' AN3 Z CIRCUMSTANCES. 1'__:C1CRE"1E 7--LJCK" IIIAL L ALSO BE USM SE. STAS DETAI SA NroAn o I-AVE A BLOUCIFF ASSEWLY AT LOW PCCiT NO AN AiR %A- wili e • 1".. ALL %A.ER UA4 RECEIVU) NS SdA,�_ z R /� E AT PCcv: -- MA2L SEE SjAji0ARD DEI * Ah ,;. %A E ; 0- 1 RELIEF VAls. vEE . IL 2 12. Tr-ZE ASSEuXS SiAL�-. CWORW TO STANDARD vo X. sop 'J CP 01c 13E it ;t,4 • S TA-** P - -sue. SE' ;%'#' CAM VA Th Try L c'T OUTLET NC %G :::SS Tn;%:l, :a TUKW" FmZw F"Srsc.D AMC A CaAR ZW ARWO n-1:1:1XST Cf SQ aSS -Z PlubaPlER PORT SHALL FACE $W.V. OR FM A.ac,-- 36 IhCHES (Uol 4ost-SUC ViORKS cr. T 11 ALL VAL%E - 'AZ- IN P6-3,X h OR EASEA"S StA..;. SE A 0 IL VIA t _ _ t - - - ' . • ` .. _ _ _ • - • Jf i ; .. a i w yY ec GRAM AF�ILR F&A,. PAV.NC & S COhN2111TE 1h p 111TH TnE OF A4.of�`%'S S•APIOAFQ DIEA.. • 141. E a TY OF BACKFLON 0EY0ES KC)LCtIM ♦ INITH FIK PRONCTM AND §R"T-Q% SYSTEAM AL%0 Call .JKUAOS DUALS MIAL= K t, tDA■E E)61i:0- before you CISST84 UTAJTY LOCAUM4 ShOW4 IEKONI ARE it cwX 15. T-61E Fg�C SPFANUM SYSTU 9%ALL K APPRINM aY 'DkC FINE MAR IT Sr%ftL WE 1K COMMAC101t RE *01109WILtTY CKACT AM H=Mlft LCoZ^0014 OF ALL EMIM UNGDI�- W Me NSTXU is D ig mXS I* C2kSv&cT0L No TAIN IS WAK IMT ALL ENSIM UlLIT" AK S1100 DWG NQ 4. 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A s� E g� i> fl if 9 � Il l D r Z j3A �g N a rn z rn A r Z rn N H ME'S � r ale o �� j x! j ow y ,SIM o b �o 6• Ra ���1�_I�R§ F FW -4 L ITI t A I I U Hsu a � k g 3 le z I w gWR V v p o p* 0 a a l � � o < �i - a rn z rn A r Z rn N H ME'S � r ale o �� j x! j ow y ,SIM o b �o 6• Ra ���1�_I�R§ F FW -4 L ITI t A I I U Hsu a � k g 3 le z I A�R ei c R r. i J s • Iri l � � �i . A�R ei c R r. i J s • 2X Sn*5 • 16' OZ. 4' CCNG. SLAB O/ 6 MIL. VAPOR BAJRMeK O/ 4 6"WAX-A m FILL 2X4 PRE, TREATED SILL PLATE VV 1/2" DIAMETER ANCHOR DOLTS AT W-0 O.C. AND 12' MAX. FROM ENDS, OR PER RWALL 5GHEZ 1 MIN. B�EDMENT 4' GONG. SL.A15 O/ 6 MIL. VAPOR BARRIER O/ 4' 6RAMJLAR FILL STEM NALL/I NSUL. SLAB FW.AMINS AND FOUNDAT'1014 DIMENSION FINISH PER ELEVATION O/ IS LB. BLDG. PAPER OR AIR INFILTRATION BARRJER O/ SHEATHING Pet PLANS Z49- ASHIN6 10 A I ro Z (1) M4 BAR `S CONT. TOP — TWTLINE X STORM DR/UN �. 4 IF REWIRED _ • .. ••• : • - 0 N X -0' MIN. RAO ES H 1K RJ6rID INSULATION °• • • • / I A 04 VERT. • 16 O.G. • • ..P + (2) 04 GOVT. BOTTOM 1.4' 1_ 8' I.4' I_ •� 1 00 d III I!I 111= J _ you. is Ib " O.C. - - d (2) 84 CONT. BOTTOM '4_ _ 8 t �. 00L, b" 0" 1 • ONE STORY FV DRAIN 14d] W 1 4 • I • T'WO STORY SCALE : I' • 1•- 2 TYPICAL. &ARAOr FDN. DiN�1�310N tic* STUDS • w' O.C. R -21 MATT. Rte_ - K -30 BATT IN.LA :9/4' T46 PLYWD SU CLUED AM NAILED 2X FLOOR JOIST OR T.J.I. PER PLAN 2X P.T. SIL PL. MV ANGH40R 95OLT S PER !!FINE. BEL On L/2 '6 WALL BOARD !RZISIM TO RE3W. FOR NORIZ P33 AR M-40 Rl64P MSU.ATION 5/4' u.EAt PRESSUPW STUDD (ftAT) 0 �OjG �A� 4' CONIC_ SLAB N 4 M[L. V.S. OVER 14' NJLAft FL 2X4 STUDS AT 16 O.G. I � I� II II �i �i E�Z� • I G r TWWT L.W STORM I W ! DRAW 1'-0 MINE 69AMAJ1^ BACK F _L 5fEATF#I45 a ALL 86M'T KftA S TO BE M PLACE PRIOR TO BACK FOIVATTON MIAL.LS FG' s 9000 PSI 020 DAYS, S V2 SACX MX REW-: OWA44M 40 '• % AF Sc-juLa . r . r' - Gr 1 SCMEXLE #4 T DAA ON MORizoNrAL TOP AMCACK e. rMam r MOW*& •AV IWO.•ftasAVam 4WrxW^ eWWdL dwr a& L3) TYPICAL BASEMENT AALL I. mrrEN DINlN310NS TAKE PRECEDENCE OVER SCALED DINwNlSIONS. 2. ALL FOOTIN" TO HAVE A MINIMUM DEPTH OF I&" BELOMI FINISHED GRADE. S. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL FOOTI NOS TO REST ON FIRM UNDISTURBED EARTH WITH MINIMUM 21000 PSF BEARING TO SOILS REPMT R WIRED). 'S• ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR V ATHEK TO BE PPOSSIA E TREATED. 6. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 1. PROVIDE TEMPORARY BRAGINS AS R&WIRED. UNTIL ALL CONW!C,TIONS AND STIFFENING NAVE BEEN INSTALLED. 6. PROVIDE DOUDL.E LVVJOIST OR BLOCKING AT PARTITIONS ABOVE. 4. PROVIDE I'S'x1' FOUNDATION VENTS NTH 1/4' CORROSION RESISTANT WIRE MESH AS M&MI RED PER CAME. 10. 0 DENOTES BEAWNkS POINT IN 2X4 PONY WALL, PROVIDE MIN. (2) 2x4 STUD'' 0 INDICATED POINT UNLESS NOTED OTHIEMSE. 11. GRANT. SPACE TO W A MINIMUM OF 16' BELLOW FLOOR ,JOIST AND 12' DELDK BEAMS OR ORDERS WITH MIN. b MIL BLACK VAPOR BARRIER 6ROUNG C4 VM WIPED 12' AT SEAMS AND EXTENDED UP F01UWATION WALL TO SILL PLA'T'E TYPICAL 12. ALL BEAMS TO BE 4x10 *OF (SM SHEET I FOR Lug STRENGTH VALUES). UNLESS NOTED OT'1ERNMSE. 1 5. ALL POSTS TO BE 4x4 (4xb AT BEAM SPLICES) TYPICAL UN LESl3 NOTED OflHERNUSE. TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTIN65 TO DE 24'x24 THICK WITH (2) 04 SA MS BOTTOM EACH WAY, UNLESS NOTED IS. FOUNDATION ANG40K BOLTS PUIMIRE A MINIMUM OF S'xS%cV4' PLATE WA 16 e . IRCC R602.11.1 FOOTI N& 50HEDULP p 24' DIAMamm X 10' THICK CONCRETE FOOTING WITH (2) 04 BARS EAGN WAY. 90 DIAMETER X 12 TH" p CONCRETE FOOTINS V4TH (3) 04 BARS EACH WAY. 90' 24`x6' THICK G MMAOUS GOING. p FOOTING► WITH (3) 04 BARS. A 2 X4 P.T. SILL PLATE BO I u�y Q,.y V 1 /2* X 10 ANCLTS PER SWAK WALL. SCHEDULE (* 46 O.G. 4 12' MAX. FROM ENDS 1 MIN. EMBEOMLNT 4' GONG. SLAB 0/ 6 MIL. VAPOR BAPMER 0/ 4' GAANULAK FILL FINDS+ PLR ELEVATION 0/ IS LID. HL DO. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PM PLAN •r"'Or0.• 1 006 % sos .I Q BOO �� 0 A 10 p��Z.8.3 ECG•► �� -�,., s t POUT COM N N N z 2 . :.i !( J 1 1; uJ 1l 1 0 � rb Y M py � 3 4� 3 � avt+ed mom or►ms w0*4os sae. a�o�s rwou•► ....- � -. +�i � .�.�. _��..�-_ _.� -ter ... .__�r�. _ _. - _. .�..: �„ _ .r+.+n._.w�.�. -. _ . .►.�+�.r +.. ^.�,... .�aV a .+.:�• ... -_ ��. -�.....�+ . + '�'rY �'�"�"^ r +r.-�. �.�.� — .�r� . c b 4 5 xxE : AW 0 rte• NO'TEi SPACING DETAWN INTE MEDIATE GUARDRAIL I FLOO}Z FRAM NQTES 1 I/2" 40 MIN. MEMl�ERS TO BE A MAXIMUM OF 4" CLEARS SUCH THAT GOVT. HANDRAIL A SPHERE OF 4' DIAMIETLR SHALL NOT PASS THKOUSH ANY OPENING. 1. YMTTZ!N OIM&ISIONS TAKE FREEDDE 4CE OVL'R SCALED PIMENg1ONS BALUSTERS TO coNlroRM TO IRC SEC. R�311.5 <4' 2. ALL FEAPERS TO 8E 4x10. O.F. 02 U.N.O., C 00K PLAN. <4" A-54 PKAMIN6 S. BOTTOM OF HEADERS TO OE 6 THIS FLOOR ANCHOR U.N.O. — 4. ALL EXTERIOR WALLS 2x6 WITH R -21 INSULATION UNLESS NOTED OTHE "SE. S. ALL FRAME NAILING TO SATISFY CHAPTER 6 I.RG. BLOCK ALL PLYV4000 EDGES. ALL �� O EXTEMOft ATHINS WAILED WITH 10d AT 10' MIN, SE OW STAIRS 6' O.G. (EDGE) AND 12" O.C. (FIELD), U.N.0 , TYP. h 6. PROVIDE DOUBLE JOISTS OR BLOCKING WIOtE PARTITION5 OGCAX ABOVE. (5) 2X12 STItINGEltS FIRE B • MID -SPA • o WALL 1. PROVIDE SOLID BLOGKINS OVER SUPPORTS. _ f S TUDS, AND AT TOP AND BOTTOM OF STAIRS a. PLATE HEIG+fT TO BE 10' -0" THIS FLOOR U.N.O. r 4. FIRE 91.001ONtS AT ALL PL LHMNG PENCTRATIOM. 10. ALL STORAGE AND SPACES UNDER STAIRCA 2X4 THRUST BLOCK TO BE FINISHED WITH YPE 'X' GYPSUM BOARD. II. 0 DENOTES SM112 BEARING UNDER NOT TO SCALE C,OI,j.�ENTRATEP LOAD 12. FINISH ALL CEILINGS WITH " GYPSUM BOARD. T *44 rf n I NTER I OR 5TA I R . 13. PROVIDE 26-OA *E GALVANIZED SHEET METAL FLASHINSP ABOVE WINDOYEi AND DOORS. ('TYPE LAP BUILDINb PAPM OVER 14. HOLD SIDING 6" ABOVE FINISHED GRADE, TYR. 15. V IINDOMRg SPECIFIED ARE N14M BYs SUN4~IIT OR EQUAL. U s PER TOR TO VEI FY ALL ROJON OPENINGS. 16. FASTEN MULTI -LAM 2x WA?-015 PER I.RG. STANDARDS, Ch APTER 6, TABLE R6029M TYPICAL. . IT. ALL VOIDS TO BE F BLOCKED PER J Jt.C. SECTION R602-6 i 4 �O 22. ALL SMIOKL DETECTORS TO 13E 110 VOLT WITH BATTERY BACK -W, INI tCoONNBC 23. INlSTALL 0111t DRAT FRK- PER TERMS OF LISTIN& ANA HFGNS SPECa PER StGTION RIOOI IX.C. 24. PROVIDE CONT. HANDRAIL AT STAPS A MIN. OF 1 1/2' FROM WAL.L, REFER TO DETAIL I ON SHEET NO. 3 23. L16MTINb CONTROLS FOR INTERIOR STARWAYS MUST BE PROVIDED AT THE TOP AND BOTTOM OF THE STAIR 26. WALLS WITH 64MATER THAN GOO PLF P EGUME A MINIMUM OF A 3x MEl it AT AMKITTINS PANEL EEW&S AND SILL PLATES. FOR MALLS 8ETIA4!EN 950 AND 600 PLF, ANCHOR BOLT WAGING HAS B!'M DEGIlEASEV DY U2 OZE 2x Irl.'MD 3W. PER A409.1-6 I.R.C. 21. © = L.00ATION5 OF FLOOR REMSTE1R9 26. Tue AND SHOrE' FMlE DL.OGKINb DET sTUOS. • UMIT SHOM M FLOW TO 25 6.PM " WATl.'lRSrROiOP WALL TO MMTMIN 'TO' DOVE DRAIN INLET. x ALL GL A INS WITI#N W ABOVE DRAIN INLET TO OE SAFETY GLASS. • VAP101 SA1lRI0t 9190p OY1SUK 19P. • • r AMP c— •v i '� �+r►'? i .. _ ' f i l V fTGF*UKMA � h Elf pig fi fill OEM^ Pz vomj N r. 2 N N z a % 4m r. Is 3C-ALE , Wt' • 1 * -** 1404 Sp. I. VMTTEN 01 3 ION5 TAKE PREC ENCZ OVER SCALED DIV ONS 2. PLATE HEI"T 1O'-O" THIS FLOOR UNLESS NOTED OTHeMSe. S. ALL HEADER5 TO BE 4xI0. D.F. •2 L#4J!% OT45"SE NOTED, C4*56K PLAN. EQUIVALENT PARALLAM BEAM MAY BE SL WTITVrW IN PLACE OF BEAMS, S HIPP*. 4. BOTTOM OF HEA05" TO BE 6' -68 THIS FLOOR UNLESS NOTED OTHEIRASE. 5. ALL EXTERIOR KALLS 2x6 MTN Pt-21 INSULATION UNLZM NOTED OTHM"SE. 6. ALL MAHE NAJLIN& TO SATISFY SWTIONS 10502 RAW= 4 P-602 IX.G. BLOCK ALL PLYY4OW EPSOES AM NAIL V41TH 10d AT 6* O.C. TYPICAL ALL EXT. ViALLS. 1. FMCIMM P0WXZ JOISTS OR BLOMNS Y*Cft PARTITIONS 00CM ABOVE. O. PROVIDE SOLID BLOGKINS OVER q. FIRE BLOCKING AT ALL M-UP45IN6 PENS I'RATIONS 10. ALL STORA6E AND SPACA25 UNDER STAIRC,ASM TO BE FINISHED MTN "a TYPE 8X8 CpYrSUM BOARD. 11. ■ DENOTES SOLID WEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6m INALLS. USE (2) 2x4 AT 40 INALLS UNUMS NOTED OTHER"SE 12. FINISH ALL GEILINSS WITH "o GYPSUM BOARD. 15. AT 6ARA61! USE YPE "X" 6YP. W. AT ALL C4"40N V4ALLS, ALL CZILIN& AND ALL EXPOSED BEAMS 14. FASTEN MULTI-LAM 2X SEAMS FIM IRC, STANDARDS, C44APTM 6, TABLE R60220), TYPICAL 15. HANSM AT FCPS4TtVZ CONNECTIONS TO 13E SIMFSM OR 15GUAL. 16. ALL VOIDS TO BE P9 XtAFT a uczp PER M SE5GT10N R602.6 11. PROVIDE C-ONT. KANCVWL AT STAMM A MIN OF 1 112' FROM ViALL. PtEl TO DETAIL 14 ON SHEET NO. 2. 16. = - LCACATIOWS OF FLOOR OMOISTER.S.- [;--::3 - LOCATIONS OFOOLINS RE&STERS 14. MAIN FLOOR FRA~ TO BE 11 290 TJ M.Dm JOISTS 0 16M Coa TYFVOAA- Umuss NOTED Ov rn;-.rwm r%-m SMOV45 011IRMT11m i a a r-ocr ,Cff v OF PER ��Y� 4 6�� o il Rif all fi 111 till[ sunk V^vs &AMD P%z ob • re 9 cc, c, A 10 a a r-ocr ,Cff v OF PER ��Y� 4 6�� o il Rif all fi 111 till[ sunk V^vs &AMD P%z ob • re 9 . -��� yam.... �y,�•�>..��...`�'.+�.� ..y.� V.`.►�n^.• '1►.�'�..... .�.,...r•r. -._� - w.....�- ,� I'�.'.""._f �^ � �!!"� M .w .1�+ ^...� 4 .�► +wq�+ MAIN FLOOR FRAMING NQTES I. INtITTEN DIMENSIONS TAKE PRECEDENCE OVElt SCALED DIMENSIONS 2. PLATE HEISHT W-0 THIS (ROOK U.N.O. S. ALL HEADERS TO BE 4x10. D.F. 02 UNLESS OTHERPOSE NOTED, CHECK PLAN. E WIVAL.ENT PARALLAM BEAM MAY BF SUBSTITUTED IN PLACE OF BEAMS 4 HORS. 4. BOTTOM OF HEAVERS TO BE THIS FLOOR UNYX55 NOTED OTHERMSE. S. ALL EXTERIOR WALLS 2xb WITH K-21 I WA)L.ATION U.N.O. 6. ALL FRAME NAILINS TO SATISFY CHAPTER, 6 IRC BLACK ALL PLYWOOD ED&ES. ALL EXTERIOR SHEATHINSP NAILED WITH IOd AT 6 O.G. (M26EJ AND 12' O.C. MELD), UNLESS NOTED OT1•IFMM TYPICAL. `f. PROVIDE DOUBLES JOISTS OR BLOCKIN& Y'6ERE PARTITIONS OCCUR ABOVE. 6. PROVIDE SOLID SLOCKINS OV13t SUPPfORTS. q. FIRE SLOC.KIN6 AT ALL PLUMISIN6 P8 !TRATIONS 10. ALL STORAtr,E AND SPACES UNDER STAIRCASES TO 9E FINISHED NTH 5 3/6 0 TYPE "X &YPSLIM1 BOARD. 11. N DENOTES SOLID BEARING UNOM C,ONGENTRATED LOADS USE (2) 2x6 AT 6 WALLS. USE (2) 2x4 AT 4 Vt*A.L.S UNLESS NOTED OTHERWISE. 12. FINISH ALL CEILINSS WITH "' 6 YPSW BOARD. 13. AT &ARA6E USE S/a' TY'PE 1 X 0 bYP. BD. AT ALL C01�MON WALLS, ALL CEILING AND ALL E)Q°OSW BEAMS. 14. PROVIDE 26-&A )SE GALVANIZED SIFT METAL FL.A WNS ABOVE WI14700E; AND DOORS. ('TYIP LAP BUILDIN& PAPER OVER. IS. HOLD SIDING 6 ABOVE FINISHED 6RADE, TYPICAL. 16. VANPO '!S SPECIFIED ARE Ml 6R BY$ SI)M MIT OR &WALL. U a PER SCHWULE CONTRAC TO VERIFY ALL PZt*H OPENNb5. 11. FASIMN M1 LTI4 AM 2X BEAMS PER I.R.G. STANDARDS, CHAPTER 6, TABLE R602.90), TYPICAL 16. HANGERS AT POSITIVE WN EGTIONS TO BE 50-oIPSON OR MAL. 1q. GEIL INSP JOIST'S TO BE 2x6 AT 24 O.0 , TYPICAL U.NJO., PLAN SmOve JOIST DMRIECTION. 20. ALL VOIDS TO BE F23t IRG SECTION R602.6. 21. INSTALL WATER. HEAIM PER R&I NAEGA, SE£ SHEET I. PROTECT FROM IMPACT P@t 2009 IM 22. PURMAGE TO BE PLACED 16 ASV. FLOOR ON I HOW FUFNAGE PLATFORM NV (2) 3/4 LAYERS PLYIP40019. PROTECT FROM IMPACT PER 2003 IMG. 23. POOR EBETYINN HOUSE AND 60RAGE TO BE 20 "N RATED, SOLID GORE, T16HT FITTING, NTH SELF CLOSURE 24. W STALL DREGT VENT FRR3 PER TEM45 OF L15TINS A W SPEG5. PER SECTION RIOOI I RG. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I Lr2 FROM Aft. L. R049t TO DETAIL. I ON SHEET NO. 9. 26. STRAP THE MMTOt HEATERS AT POIR IMTI4 IN THE UPPER U3 AM L 44 it V9 OF IT5 VE3RTW.A - DIM3640N. Lit POINT SHALL BE NINM IM 4 ABOVE 27. FW.LS IOTH 60REATM TtIAN SW P'LF A MI4M M OF A 9x MRB40t AT PANEL EDGES AND 541 PLATE'S. FOR MVV.LS EIE7149EN 380 AND 600 ELF, ANC4 09 DOLT SPAC 1ft H06 99M VIECREAGM BY V2 ASE 2x SILL PLATE}. 1%3t RW409 .1.6 I itG. O O 0 tY it O N TL O N n 8'--O" 3' -3 1/2" ,. b' r 32 t I ,36" MIN. RAILINS 6K SPACED 2 K SURFACE 86 MI . RAILINS f � HDR � HDR f i LIVING DININ& CARPET CARPET �Jb' I LBA. APPRGNED DIREiGT � � VE�tr Fn�ePLAC,E ry 20' v. 05. COM5. AIR SE NOTE so } i I n � L� -Ir - 1O " 13 - G' " V 110 5D 3 Vn x 4 6w 3f-V4 MAW QINTgRGON. !AE OF WAIL � a ow I 1l • ir 6'-O" SEE NOTE III-I' WAN 1 j ; i l"i L/ KIT H.S. n FAN V.T.O. 2466 1 M � r 4 -2 6 -3 SEE NOTE 022 SEA ROTES 021 4 26 -gyp-- _ E�tAC.KET I '.bib � r e?Af i SM ELEVATION BEAM tom - 4' SLAB. SLOPE 4 TO O.H. DOORS SEA NOTE 013 GONCF j & E Pop of r --- ._ - -�. -- _- _- __._-- --- - -� A. { I I { 1 . GRIGICET I . TYP. i wow O .H. DOOR I 6-W4 x13 GLO 24F -V4 DF/DF (4) LINE OF R.00It ABOVE R- rw I "-8' L 24-40 L 12g-4 V-8" 3' -10 I/2' I61-3 R.O. 3' - 10 1/2' a of 4 v dv At 8'- A 24 10 32'-0' SGUARE FOOTA�� • L,&I" Sr+ wm IR1,,m TO 23 br]k • �� K%.L TO very l 1w A4moVe t�eAaN *LffT. • OIL dm./1ZIMi K"m 110r AoONE vwjw s4zr TO w SAM" 44.40 m • VA m a/MIR= anew i"r!"3m W. La"m rLam -o sp. oom Kom - 00 st_ wpm F1.0 R I= st ` T+ "N. ress"m I11�1► ?it2 _ dwm t^m 4" _ .� .i.� ... 4-. �. �..wl.�./" - .. � ...► � - , _. r . -- � r ...r- v - ...� . .r ...r w ..w - - ...- �. -� w _. . M.w + +. -... . .. !.- -..- - � _ - ++�..��r. k-.. �....��� ...�..� . - c\ �- NNOLE HOUSE FAN G01NINEGT T O Af`PI%OVW 24 HR T*00t ()t) 1 5; W12 3 _ 4 zz h = O n O r COL i fi 4 �- c ` .� .C. i •� - CMC* *x" �htA 14 ;,Yw. VAwcoffm w 2' -8" k. b'-O 1/2" N N N z s 101 9 g il l �s al !fill 1DIf/P�p6 �M OM►16 RF A Oman 4 10 �' q SGiALF : V4 s 10-0' 190 sp. 45APtA6E 4" Sp. I. MITTEN Vlt- IONS TAKE FWr5C4 DENGE OVER SCALED DIMENSIONS 2. PLATE NE16HT W -0' THIS FLOOR UNL !W NOTM OT MKSE. 9. ALL FADERS TO BE 4x10. D.F. 02 UNLESS OTHERWISE NOTED, CHECK FLAN. EQUIVALENT PARAL.LAM SEAM MAY DE SUBSTITUTED IN PLACE OF BEAMS • HDRS. 4. BOTTOM OF HEADERS TO 9E T-6' THIS FLOOR UNLESS NOTED OTHERWISE. S. ALL EXTiI M WALLS 2xb WITH R -21 INSULATION UNLESS NOTED OTHemsE. 6. ALL PRAME NAILING TO SATISFY SECTIONS R502; R-602 4 8602 I.R.G. BLOCK ALL PLY 4OOD EVOES AND NAIL WITH IOd AT 6' OZ. TYPICAL ALL EXT. WALLS. 1. rwzmDE DOUBLE JOISTS OR DLOGKIN6 WF41RE PARTITIONS OCCUR ABO M. 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. 9. FIRE BLOGKIN6 AT ALL PLUM SIN& PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO DE FINISHED WITN "a TYPE 'X' 6YPSW BOARD. 11. • DENOTES SOLID BEARINSP UNDER CONCtNTRA LOADS USE (2) 2X6 AT 6" MALLS. USE (2) 2x4 AT 4" WALLS UNLESS NOTED OTIERMIW- 12. FINISH ALL CEILINSS WITH "o &YP3UM .BOARD. 13. AT 6ARA6E USE Ste" TYPE 'X' oyr. 0D. AT ALL C40WON MALLS, ALL GEILIN6 AND ALL EXPOSED BEAMS. 14. FASTEN ftLTI -LAM 2X BEAMS PER IRG STANDARDS, C44APTP_R 6, TAME R602 .%), TYPICAL 15. HANG SRS AT POSITIVE CONNWTk:*G TO DE SIMHPSON OR EGL04- 16. ALL VOIDS TO BE FIRE/DRAFT BI,.OGICED em IRO SECTION R602b. rT. PROVIDE GOVT. HAWXW L AT STAIRS A MIN OF 1 I/2' FROM WALL, 100" R TO DETAIL I ON SHEET NO. 3. W = ■ LOGATHO O OF FLOOR, MUSTERS IA. UPPER FLOOR FRAMING TO HE II -7/a' TJI 360 FLOOR JOISTS • 16' 0 .6, TYPWAL UNLESS NOTED OTHEYDIS PLAN S HMS DMRFroTION. a + r D D A 10 I } } } I } } I } } ( t L -, SOFM, YEW a INSULAM AT G ft i � - v, ; • 4.1 `+' - C6.. f% 7 1 " Ate . 1 - . 1 1 � f � ' C MQFWJ► LN- D N N z c�. 2 0 6 Y e 6 il�l� 0^16 L2 ft .- _ - --- - - -- - _ _ — _ . 40 • (r 46 V PER FLOQR FRAMING► NOTES 1. NRI TTEN 1211 -11-1 13 TAKE FRE r EC ENGE OVER SCALED DIMMISION , 2. PILATE HEI6W TO BE 6' -1' THIS FLOOR U.N.O. 3. ALL HEADERS TO Be 4x10 D.F. 02, U.N.O. 4. BOTTOM OF HEADERS TO BE 6' -b' THIS PLOOIt L#4256 OTHERWISE NOTED S. ALL EXTERIOR NIAt.LS 2x6 YMITN R -21 INSULATION LML ESS OTHEFRMMISE NOTED 6. ALL MAW NAILIN6r TO SATISPY GHAIPTElt 6 IRE BLOCK ALL IOLYNI000 EDGES. ALL EXTERIOR SHEATHING NAILED WITH IOd AT 6' O.G. (CDdE) AND 12 O.C. (FIEL.D), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR SOLID BLOC.KIN6 OVER SUP'FAORTS. 8. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. q. ALL STORAGE AND SPACES UlNPER STAIRCASES TO BE FINISHED WITH 5/6 TYPE •X" 6YW..*.M BOARD. 10. DENOTES 901-0 BEARING UNDER C.ONC.ENTIRATID LOADS. USE (2) 2x4 AT 4 YMALLS UNLESS OTIE:RMSE NOTED. II. FINISH ALL GEILIN6S MTN !N9• GYPSUM BOARD. 12. PROVIDE 26.6AlJSE GALVANIZED SHEET METAL FL.ASHHN6 ABOVE MWIEOYMS AND DOORS. (TYPE LAP BUILDING PAPER OVER. 19. ANVONS SPECIFIED ARE I- SYs SUMMIT OR EGIUAL . U ■ PER SC44!DULE CONTRACTOR TO VMFY ALL ROUGH OPENINS. 14. FASTEN MULTI -LAM 2x BEAMS PWt ERG STANDARDS, CHAPTER 6, TYPICAL. IS. CEILING JOISTS TO BE 2mb AT 24 O.C., TYPICAL UAD ,1R.AN SHOM JOIST DIRSGTION. 16. ALL VOIDS TO BE FI BI UQW PEI! IRG, SECTION R602-6. Il. ALL TUBS AND SHIrONERS. • FIRE 131 UgN6 BETYCEN STUDS. • LIMIT SMOYM FLOW TO 23 6.1'.M. * MATE1 MALL TO NMTHIN TO• ABOVE DRAIN INLET. ALL 6LAZIN6 WITHIN 10 ABOVE GRAIN INLET TO BE SAFETY GLASS. VAPOR 5AFMIM 91ElIIND 6YP. EV. 16. ALL SMOKE DETECTORS TO BE 110 VOLT YMITH BATTERY SAC.K-UP, IN I tGONNECTE D. 14. I"RONAVE CONT. HANDRAIL AT STAIRS A MIN OF I V2 FROM MMAL.1„ WWM TO DETAIL I ON SH EE'T NO. 3. 20. Lkrsl'ITIN6 C47NTWDLS FOR INTERIOR STAISO4AYS MUST BE PROVIDED AT THE TOP AND BOTTOM OIL THE STAIR 21. WALLS MTH 6REATER THAN 960 PLF A MINIMUM OF A 3x MElBEIt AT ABUTTING Ate. E06CS AMP SILL PLATES. FOR MMALLS BETMlEM 960 AND 600 PLF, ANCHOR BOLT SPACING HAS BEEN DEWWASED BY 112 (USE 2x . M. TABLE IR60"J. 22. HANSERS AT PCMITIVE COW EGTION TO BE SO4 SON OR ZGUAL.. 23. C2- a LOGATWN OF IR00R 1R66t5TE!!5 s s UPPER SCALE s ; • r-0 A 10 32' -t�• ��OOR . .�+.... �w�...n ..- - . . w• ..►� o .. - _ �. �.� .. +....w.- mow... ... �.�, ..r�� r .... ,w�► - ^..�. r � , .. � �^ � e �- .,..� „r,. +� . � .�+► - -w � �.-r.. .� ..- _ ..�_ _ - _ — -_ •. +•.. ..-. ,�..�� .. � _ _.�,. ,-�. _ �.� �. .•... �.n.�- �.- +r.•...._..,► r - , we— •�►� -- ... �.- -., • II.= S.F. N N z c�. tr 1` vi % L OAWM L 1!� -w. �... .�� ..E."�}.^� �. ..I�. -Y �..� -.rfra ...1�r - ! .7!•�.^ - ! �1.�./. � ...'��'��. � � �.- .� .�.- .ill ate. .�n'.l.I - � � rl ...f. ^'�•���. �.+/...�s �.�....�.i../►��I S-- `�- '�..- �..�t. �.✓.�.�.I► .�s� ►�+.' �� b Is 1. SHAPED AREAS VeNOTI! MHM'Y FRAMIN& OVER ROOF PRAMINS BELOK 2. • DENOTES SOLID DVARINO MOM CoOW.ZNTVtATE0 LOADS. S. SM FLOOR PLANS FOR STMKTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BEs 2x6 WF 02 AT 24" OjC,- I Y CAL U.N.O. S. ALL TIRLP-oft TO BE AT 24* O.C. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS FM SEC. 8606 IRC. 1. ROOF PITCH TO BE 6 : 12, TYPICAL UNUMM6 OTHERWISE NOTED. 6. 160 O.H. TYPICAL • EAVES 4 66 O.H. TYPICAL • 6ABLE. ENDS, RAKES. q. APPROVED ANCHORS SHALL ESE USED AT ALL CONNECTWONS OF RAFTERS, JACK OR 100 IfteOM TO MAIN 6IRDER TRUSS rem TPUSS MLkNUF) PO4M APPLICABLE. PROVIDE 9 SIMP'SONO HI PRAMINdw ANC44ORS AT EVERY RAPTEW4114W AT EACH END AND AT &ABLE END TPLeGES. 10. VENTED BLOCKING OVER SWIPPI—WritlS. 11. 04IMNEY HE16W TO BE 2'-Ob MIN. ABOVE ANY PORTI OF 19UILDINS V41THIN 10'-0* PER IRZ, SECTION RjOOI.6 12. EPtACtN&o (STICK FRAMED AlREAS, ONLY) • (2) 2x4 LOP TO 10' LOW • (2) 2x6 10' TO 14'LON&. • (3) 2xb OVER 14' LONG 15. PLATE HIM6+1TS MAIN FLOOR 6'-1*, TYF. U.N.O. LIPIPM FLOOR 6' -I', TYP. U.N.O 14. TIRLSEWSt CARRY MF6 STAMP. 00 NOT ALTER KTHOUT BUILDING PEPAP"tIEW APPROVAL INSTALL AND BRACE PER tw �6 StM50. NON - HEARING AALL5 SHALL BE HELD E)OM FROM THE TIRL66 Ek7TTOM CHORDS WITH AN APPROVED FASTEMM MCM AS WAPSM 5TC). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACN& OR POSTINS AND PROVIDE ADEWATE WARM& TO F%XMATU:qlt 16. HA0460tS AT POSITIVE CONNECTIONS TO BE SiMPSO14 OR EMAL 1'7. NAIL ROOF SME ATINS VV W Wt440W • 60 04 AT PAWL EPSES, AND AT MALL FLAT BLOCACIINS AND •120 OjC FIE-D, TYPICAL PER "RC R6023J. ROOF FRAMIN NO • TRUW ENWINIEEPUM56 PER IRC, IRSM.10.1 TRIM OF fracoopp V*40 MILL REV 3% APPROVE AM NOTE ON TW 1POWIENTS THAT THEY HAVE POUW TO BE IN MATH THE DEWON OF THE BLAUNN& THE DOCAkIENTS MLL THEN BE F<)RY4AFtCW TO THE BLUX"NO OFFICIAL FOR VWVVIM AND APPROVAL rRbOW TO FVtAHN& INSPECTION'. CITY #APF`R0VE0 00CAMENTS, SHALL HE ON THE JM SITE AT DSFWTk;*G. TIMW SHALL W-49E 5fec4m MRUSS EWA44N6 . , f IR-W 04SULATWN 6* aBs ..Ovw-w -00%owm (OR &W) AT EACH 71UM 2x Um-246 JOISTS • 2410 oc. (OR TPWW P"t PLAMW 2X& SnV5 0 The 04- W-21 B^Tr 019ULAYWH COMP. SHOWA.M 0/ 15 LB. FELT 0/ Lrx WX myy4ow o/ 2K PtArTERS OR 710111ASSIE5 • 240 or.,. W4SLLATION BAFFLE EXTOV tr ABIV. 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QQJ� W tYV Qt Li U if IL IL E A M • I . ' r ., jk 4 �l 1 0 1 Z z z ri I c I + r 1 Elf 1; I v• v' v v, v; v, v v i i + E N N iM N E j tit vi AA ; { { ~ • ; t Iw p - aR�;' o ' � �p Q► p'I 1 ► d ' V 0 / !y � k ` mil • 0� •t n h (i z Q V d i a, i ► 1 1 I 1 i I 4 s � 1 4 1 1 � 1 { i I O Sm PLAIN WWATC SLAAL - TT :J. -?s I fi 2 x 9 1UD KALE ME PLAN BAR V44L W44max iR 111 �G�'i - IV wd wx -� T ALLOW W PLAN R W 15HEAALL WISE TANCHOR BOTTOM r R1M/IBLK TO NOTES PO1t '= Tr P � 5W SHEATHING NAILING 5OLT5 I PLATE I TOP PLATE SHEAR [THICK (SIDE.)] (IN OG) (!N OC) (IN OC) (IN OC) (KLF) rc F.T. M ILL rV MW VIA x ID A• 7 /I6 055 (1) � 10d • 6 5/8" • 48 �5/8" - Ibd • 5 �I 6d - t --- _ � A35 • 24 W/ 12 - 8d 0.23 - - -- 1 � ! • 46 04. 12' PROM 2 _ OS5 (1) IOd • 4 • 32 • 3 1 A35 • Ib W12 - 8d 034 _ 1 3 '7/16" 055 (I 10d • 3 5/8" 12 Ibd 0 2 ty A35 • 12 w/12 -8d 0.43 I�,S 4 7 /I6" 055 (1) IOd • 2 -_ 5/8" • b - 2-16d * .__ - Ibd • 2 i A35 • 4'r4/12-8d T 0.60 f -- -- z 5 7 /I6" 058 (1 ). IOd • 4 5/8" • 24 ' • 3 2 -A35 • 15 w/12 -8d 0.10 ' 1 -6 b - 1/16 "'"05B (I)� 10d •_ 3 /$" 0 18 �� -Ibd • 2 ;_ 2 -A35 • 12 w_/12 -8d 0.90 1 -6 7/16" 055 (21 10d 0 2 , - 5/6" a 12 2 -16d i 2 2 -A35 i q Y4/12-ad 1.20 _ 1-6 - -~ -- .: L-.F r '11 tt -- - _.� _ __ _ - _ - ._- _i f UM. ALL - SM PLAN KT3. I f) SHEAR WALL a FOUND. WALL NVM, POW $FEAR WALL 0 OR ®PRevmcr SeLITTwo • RIM - PMDV= Del 8LK PA RA AA L. W RIM =M.E POI BOTTOM PL NAILINe IOd - b' 0 4. 01)"J M) IOd i DIAP MtASM INTO BLAXA HO ftm FLAW SHEAR WALL - I NLAILIN& s Tree SW SCA*SXAJ! L3OL.10 OL c4coo • 4'4" O.C. 2x NALLCIt VV 10d - be OTC.. POR 6yta. 2x sTw WALL POR gk"TCM PL. NALM& Ibd - b' arc. N.OXJ HOPUZC TAL MAPHIMA&M - am NoTes POR w UJWtp FLOM ` O[ JST - Sm PLAIN POR SUt 4 SPACING MIL av"s • MTL 91"Ar HIM ROR TYPICAL SHEAR Y AS t NOPUZONTAL. PWNWAOM NALOW SM NOM [ i i TYPICAL. SHEAR KAL L [ 1 2)VERTICAL - WALL TO NVALL ( Jow PAPAL UL "I" V44W CONNECTION N� Zx LOId • b" OG- _ ROOF *L.Y1'MD. SHM. ism Nim ON bFMET of PICK lQp LAP BSI W M & OR PIeDV1VE A w PLAT • 62' OG. 2mb 9 LOC CM RLY14 OILY • 6!"Lk !JFlA HRO ltoOP) 2x 9LOC40 alb M. WOF DUIPFMRAitM AT MR" • 4'-0' L. NiALLima - 'Sm x• SHEAR MMLl- NAILIN% xE ISCAM"!. ." bd • b' OZ. om • 24" OL. CV LOd • 61 04. "Sporl"Slome (OR M selISP!G CUP� AT ZACHI TOW 16 PPWAR 11%911M AT 24' O.G. OR ROcr RAPTIRl3 r"t PLAN 2rb 901" BLAXo CM6r W-0 OiG. 9 - Ibd T1Cy Ux" Tyr. Ibd • b• O.C. F%= SHEAR AN.L. Tyre s HAWK& SM SOCIP" Li q) SECTION L20 SHEAR KALL deanAL NO= 6%WLY TO ALL saw MAN A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (`305 *0 O.C. &ON & INTERMEDIATE FRAMING MEM RS. B) BLOCK ALL PANEL EDSM WITH MINIMUM 2x (51 MM) BLOGKIN6. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 M I O.G. E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. F) PROVIDE SOLID BLOCKING DOER THE SHEAR WALLS AT THE DIARVA6M115 TO ACCOMMODATE THE BOTTOM PLATE ATT^GM 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. WWA& NOM I'!f'at OEM HA" (NARY TO KAI" WWWWWA NOMO 1) APA RATED SHEATHING EXPI / EXP2 / EXT OR G-C / G-D / STRUGT. II PLYY'IOOD. 2) PROVIDE 3x5 (76 MM) AT ADJOINING PANEL E06M W/ NAILS STA66ERED. 3) PROVIDE MINIMUM 3x (7 6 MM) BLOCK % OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS 5TA66ERED. 4) WALL5 WITH 6REATER THAN 0.35 kR USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALLS BETYCEN 035 AND 0.60 klf, ANCHOR BOLT 5PACING HAS BEEN DECREASED BY 1/2 (USE 2x MEMBERS). 5) FRAMNIS TO BE A MAXIMUM OF 16 IN (610 MNO O.G. FOR SHEAR WALL.5 1 AND 2. b) PROVIDE NAILING AT INTEIRMEDIATE SUPPORTS THE SANE AS EDSE MAILING IN SHEAR WALLS THAT USE 6W6 (SHEAR WALL5 I AND 2). 7) FOR SHEAR WALLS 2,'7. 6, AND q, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING NEB HMS OR FRAMING SHALL BE 3" NOMINAL OR THIC4CM AND NAIL5 ON EACH 5IDE SHALL BE STA66ORM. +MOLz710i m W !'DIIZ.E iR III grOWI'b !'b01�1 S1!lom T! FOUNDATION LEVEL HD HiOLDC**4 - STUD FASTEN T- AW- 4M GAP b r TYPE TY PE TO STUD BOLT KIPS I�NIMBER; i sTHDB _ (2) 2X_ ( 24 ) 16d _ - _ 2.37 �_ 2.di9� �S THfDl4�?,) 2X_ (5 8) Ibd _ -_ 4 . 43 PH P6 ( _2X- --f-- (I8)5Dr�3 P 'HD8 (2) 2X_ 24.,3 4X__ - -- (2 SOW 7/8 m 8.3J_ � _ HD1 ; 4X_ �(4) 7/ Qi 954 _ H 014 X43 (4) 1" m �- I • m - � I I. ____ j HDiS ( 5) I 60 ' I - 14" m _ ( 15.3 _ alt IN WGlb 904m'.i0li �OIOd G�►TALrOb - 1!'I�l'Nt VAi.�b OTHER LE VEL S -_ - -- - ---- - -_ - -- - -- , HO HOLDOHN STUD FASTENER 71E GAP ; DETAIL -- _ TYPE f To STUD i R K_ MPS_ DER ' - G_54 806 2X_ (16) IOd _4 - T T 1.27 -- -►-- -- - - �(2 G 520('W) ( 2) 2X_ � 0 8) 8d EA __- - - - - 2:01 = ( C50 (2) 2X_ (16) 1 EA _ _ 254 (2) G516_(_48_ "_J (2_) 2X_ _(28) 8d EA_ _ _ _ -, � M5T72 3x- - i (_56) Ibd EA_ - - 5.80 (2) M �; - (?� 3X_ (42) I" EA - - - - _ (2) MST6 (2) 3X_ (46) 16 EA _ 8. r i �� 2� M5T72 _ - _ ( ) i�d EA _ _ _� I l ho_- _ b X_! - -f '� 5/4" m f!O'1!S i ^) MINUMUM COM°RESiVE STREN&TH TO BE 25 K5I (17.2 Wo). 8) REFER TO MAMPACTURERS' GATAL06F FOR MINIMUM DISTANCE TO FOUNPAT10N CORNER G) RM TO MANJIFAGT12M4e5' GATALO&' FOR MIN KN- BAGKJN& MEMBER SIZE. 0) IREF TO K^"JFAGTUIItER5' CATAL.0 f FOR AOiC+01R, BOLT DEPTH. E} POSTS AT HOLoom: 2X i 4X r--W n i 84nnX) _ _ _ :2 OR BET 'TE1rt bx ( i4o"Wrx ) - - - *I OR BETTER F) THE ANGHIOR TYPE HOOLDkN*49 AT OT'HE'R LEVELS SKAI.L HAVE A PAIR, ONE A80VE AND ONE BELOK TOED BY A TH11READW gap. 6) USE 5TH478R -I FOR 5THD8, 57`M010RJ FOR 5T1010, AND STHP14RJ FOR 5TH:;014 YV4EFM RIM JOt5y5 ARE iNSTA LW. N THE STUD FASTIMR FOR 5TH OS S L BE Ibd SO4MRS. (1) MINIMUM STEM A^L.,_ TO BE b" rMDE FOR I -STORY BUILDINISS, be nVE FOR ELALDINSS HAVINS 2 OR H� 5TOR M. i t awa wr��aswR s. 1 1. LATERAL AKALYSIS P Ot 20109 MG, IrET HIW 000). SEISMIC. ZAE 3 5A•!"3CJ1�! STIMf�Ifi TE GO1•EGT1UEa FM GRTALQ6r G-- 2010!. 2 - NRJTTM TAM PNREC437EW.Z OVCIt SCALED 3451lows. 3- d11aiG Few SPEED s 86 1•94+ CA1156WOR'r' x 5 4. TIIIIQIf/M!Y LOM! NSP- IROOF: 20 DL • 210 LL R 4W TOTAL FLOM MP Q • 400 LL ! NP TOTAL PO44 Db VL + - NP TOTAL. S. ALL PWAP E MALJN* TO S11TISP'*f 06A TI It 25 1W. �.LC ALL ♦�YPIPM EPANIM ALL EXT MALLEp P97" lad ^T 6 OZ, dm7m AM ur O.,G, !M` LP) WoLim "olm ' TIT. 6. ZVOI21155 WRAP M XV VVIII 11 Lr C^TWN • DlND'RS OXIM HG L V LiIAN L�OIG�►T10M - - - vowl also wi 61EM Pop" L+tX•AT11A�1 1. FOR MATEPUAL ST!lEN&TH S. PL.EAW SM 5H$T M. 6. PPbOV1DE 9"x5"3d/4' TWoK STEEL lrV1E•ER AT ALL AID CftW NXT LO ,ArIOW. VWt Owl, SECTION! 06cw 1 A. PV AJ-S PWTH AAW^TM TV-" !W " !IIIE592LIIIIIIIIIIIE A 04004W OF SK F194M'R AT ADWTWO PATS E2*5 AM Sit. FL.ATM. FOR 111 .LS W I P!M 3W iMNO 600 *L1F. AMUCK BMT SPAC•Ib 11116 INIM VEWREAMW BY R/2 AM 2K - K INC TAME 253.4 00. AT ALL MMO WC I C4X °� M L+OCAT1 W PLACE S7WAP MOLD VCM 90 THAT 4L OF MOLD PA'M Its W N RWM COAMt 'TYPWAL. PN M A 00I641LE S7"AP Is I PLACE SO TWAT OO S"tAP 4 15 !" IN R CC omm TIT. N. AT ALL PLA 'STWAP MOLD t ON I so THAT 4k OF 1MDL,D vom is t wr pvwm eiE ap OM !l�wiiw, T VV%C.AL. All Al vcmz WRAP Is . /LAC,E so THAT DO STRAP E IRS t~AW M MGM !'DIE OF O'Dell. TT!! CL AT ALL POOR AL.LOM "4W TO 'S'TRM4, PNOW DOOR MUM CPWdIW. POOCH IS 2 PWOW OOOR ISAW ON PLAN& TM,S AL„LQD r PWK PCWR !'PU04L /!Q! A pO1WL6 SIUAP IS VLAM so INAT so 21 E Is ate' M mmmq loom" oploom D5-� 3 a A ✓1 . r �'t�'1 J q D N r. N z c�. 0 Y 6 f rsw one tyros MR ft awas •ter.- ...,,..�. _ - :�..w....." -- - - -mss w:-- �.....�_.......r�wc_ �"�" __ _ '^'! -. _ �_ _ - - �.- ���� -- ..�._..�.+�.�.- +..� -- __ ..��.+.. -«..�- .+++mow.- �.�w..11�.► �.�.�. +- E SLAIL SW FLAN 2 x sTUV rW.L- - am PLAN dlllAiit IV" �C•i1177�1 DPIDSUIE Z C.^7E69PItY s 0 p tlt Ili SPEUM 4. 71liftf TART . we �!�►'I'FE1i W Wd BOX 49 TOTAL Y � '.100 TOTAL. PVMLL3t 10 OL ---- Ds TOTAL HoLoomm ftm ISHEAR WALL EO&E I ANG+•IOR BOTTOM T RIM/BLK TO lALLOW NOTES PM LOCATION 4 TYNE 50N SHEATHING NAILING BOLTS PLATE i TOP PLATE IS HEAR * [THICK (SIDE)] (IN OC) i (IN OC) 1_ ON OG (IN OC) (KLF) x P.T. � 1 _1/16" 058 (1) IOd • b r 5/8" • 48 ibd • 5 A3'3 24 W/ 12 0.23 M _ � 1 ///,7 • 46 OZ. 12' PROM 2 1/16 0519 (1) IOd • 4 5 /6" • 32 - 5/8" Ibd • 3 A35 • 16 W12 -8d X0-94 I K amps. I " k 3 1/16 05B (I)' 10d • 3 • 12 -_ Ibd 0 2 A35 • 12 W12 -bd 0.4-5 __ 4 7/16" 055 (1) 10d • 2 5/0 ^_ • 2 16d A35 • q Y4/12-ft t 0.60 - - .5 - i 5 '7 /16" 05B (1) '7/16 IOd • 4 5 /b" • 2 4 - 5/6 " y2 -Ibd • 3 1_2 -A35 • 15 w/12 -bd 0.1 0 _1,3 I -b b OS5 (I)� IOd • 3 • Ib 2 -I6d • 2 2 -A35 • 12 P4/12-ft : 0.90_ 1-6 * 'I /16" 058 (2r 10d 0 2 v 5/8' • 12 - 2 -I6d • 2 2 -A35 • 9 r4/12 -6d 120 1-6 r saw r*#U Nom KT3. NOTE, POR SMEAR Ao" (Don ammnm • REM - r"ov= oft !'ILK I~AAAU. M. W VW SN V.*A ILL - I NAJL.IM6 a TYPE SEE Sc4ow .E e osk-L eoTr+oM ft- lad - 60 or,. 01"1 0) IOd a DtARrtA6M IN 'I DLOGK** LSOUP BLZXKMb • W-W OL. 2x NAIL.LIR MV 1Gd - be OL. POR bym. NOM. FM TrP1r,AL SHEAR r04.L5 a H01P ZONTAL C"A HItAOM WAUJI S► Sew NO=TM I f ) SHEAF? KALL O FOUND. HALL M MAL 'STRAIN MW PLAW V WW 2x SnO WALL n WuUms Ibd - b' OZ. W .NJ HORIZONTAL Ot APN MASM -'am NO'T s n01R NA1L60 PLOOR JOIST -SEE M. Ax rOk 5122 4 SPA 00 VOL SWIM • MTL s Tt> ow L i I TYPICAL SHEAR WALL i 2 V`ERTIGAL - wALL. TO AALL. (JOIST rAitAL.L M ft"4 rw..0 tseMmEGTIIoN L.AP SE HIM OR PWOVIDE ASt;'!F PLAT • Rr or.. ROOF 1'LYMD. 9"m Z4 mwoc A0 REQ'D c*LY • oym. SIR w7m ON SMELT 'S1 rm WOMZ PUNIR tAGNI F Vol, N/a4. OWAC y SME^"O* ROM) Zx aLocKMb TIT. owm DIMM#t^Gm � AT Ar • M*Ai" - SIM XFQ7M.E 2m lad • be O 1t00F • 24' O.C. *"R� "A8 715XQE5 AT Z4' O.C. OR ROM RAIFTM v"t ruw c iOd • b OL. 2>'b SOLID lR,OiGICSIQr "WOW-low SMEAR MMLL N '.�C► (ca a" s - 16d T'b SoLID AT EACH T1OW E/t Bo _ Od • b' O.G. M• t�11I=1. Ibd • be OL. Holt SMf.AR VW.L TYM a fiNLlI6 !� SC.MEtfl4t1 S 2 WALL 1. LATERAL ANALYSM PER 2003 llG. NrETH OD *VW). SEtS>W., ZEE 3 SOW- STRIO1N S TIE GONMGTW306 PER. GATAL06 G- 20109. 2- Fft I Tel TAKE OVER SG*LW PoW11004511cme. 3- 004Er1G !~!D SPEW s e6 MP44 DPIDSUIE Z C.^7E69PItY s 0 p 4. 71liftf TART . 0 7CJF: 20 OL • 2P ILL 49 TOTAL FLOGR an DL • 40 LL. '.100 TOTAL. PVMLL3t 10 OL ---- Ds TOTAL 5- ALL FOAM W^LSW TO SATIt Wy 25 SC eL.O K ALL AT W OLD #000 IMO Kr OZ- 09 ") U LOW InTE:V w HVIIIIIIIIIII11W TYP. 6. Oopc7r!'S Sn. k*p &OLD Pam' • Claw w'!S 0001m MOLD CON I L�AT1iAi - - . - '.'SEAR Pk% L LOOATIAI dDlRAL NO= (AIWL.Y TO /ILL OEM MW" A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (`30S MM) O.G. ALONG INTERMEDIATE FRAMING MEMBER5. B) BLOCK ALL PANE. EDGES W1TH MINIMUM 2x (51 MM) BLOCKING. C) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MMV OTC. E) FASO SHALL BE DRIVEN FLUSH WITH SURFACE OF 5HEATHNG. F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRAGM TO AGGOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. '.!'WA& Ii07'!"3 MR OHM 1004L,3 WWLY TO MI US 9101110PI AUY NOW) � 1) APA RATED SHEATHING EXPI / EXP2 / EXT OR G-C / G-D / STRUCT. II PLYNOOD. 2) PROVIDE 3x5 (16 MM) AT ADJOINING PANEL EDGES W/ NAILS STA66ERED. 3) PROVIDE MINIMUM 3x 06 Tw" HLOGKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STA64ERED. 4) AAL.L5 WITH GREATER THAN 035 klf USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALL5 BETMEEN 035 AND 0.60 k1f, ANCHIOR BOLT 5PACING HAS BEEN { DEGREASED BY 1/2 N5E 2x ). , S) FRAMING TO BE A MAXIMUM OF 16 IN (610 M" O.G. FOR SHEAR WALL5 I AND 2. 6) PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SAME AS EDGE NAILING i IN SHEAR WALLS THAT USE SM (5HEAR WALLS I AND 2). 1) FOR SHEAR WALLS 2, 7, 6, AND q, PANES_ JOINTS SHALL BE OFFSET TO FALL ON ' DIFFERENT FRAMING OR FRAMING SHALL BE 3' NOMINAL OR 7 HIGKM i i AND NAILS ON EACH SIDE SHALL BE 5TAG60RED. NOUN" 4W III SPOG41 1 3R4i30N TE NOLICIM ~ FOUNDATION LEVEL - - - -- - - - ---- - - Ho HOLDOm - - STUD FASTENER, AWHOR ! - GAP DETAIL f 1 TYPE 1 T YPE 1 T O STUD B OLT i KIM NINff 1 5THL75 (?.) 2X_ ( 24) 2.31 - - - -- --�- -- ---; ' 2.99 S TH014 (2) _2X_ �(38) I bd PHD6 (2) 2X - (I6) P HE78 ? (2) _2X_ (24)S063 _H _ 1/b' m - - - -- - - - �C6 _ t 4X (ZO) 5D5�3 1 /_6 633 - -- - HVI I 4X_ _ (_4) _T/_8 m _ IM O - �i.54_ i i - r-- -- - - H ; (4) I 0 I •_ II.O H015 tit M 09010 904 ON 811wils T! HoLva m Som-w-M ON 20W //�� GATAL M - #04-M VALUIS OTHER .w HP HOLDOM STUD FASTENER TIE i GAP ; DETAIL TYPE TY?"E _ TO STUD t ROD KIPS I tR i 2X___ (16) 10d - - ; _ _ 1.21 - - - -, -- - - G b ") (2) 2 ( 16) 6d_F _2.0 ( G516(`3b `) _ i (2 2X_ (16) IOd EA - - _ 254 �W G5 (2) 2X_ 1- (28) 8d E:A- f- ---- =- _ - 330 _ M5T12 - - 3X_ (56) Ibd EA . - - - 5.80 � ?4 MST48_ (?,) 3X_ (4 2) i6� EA f (2) M5T6 _ �(2) 3X (4b) !b EA - - _ O ; 72) MST (:;g 3X_ (56) Ibd EA - -_- 1 1 b0 - _HD-1S - bX_ (W 1 • 5/4' ♦ 1530 tIkli�RAL NDI'Tt'b A) MINK)M VE STRE STH TO BE 25 K51 (11.2 MPcaa). B) REII TO MANWACTURERS' GATAL,06 FOR MAMMA) DISTANCE TO FOLMDATION CORNER F G) R99ER TO MAKFACTURERS' CATALO&S FOR MIMKJM BACKING METER � SIZE. i D) REFER TO M/WJFAGTUIRERS' CATALD&S FOR ANGN4OR BOLT fl�EDM�tT j DEPTH. t E) POSTS AT HOLDOM. 2X t 4X (3&mnX i bqn" ') _ _ - 0 2 OR BETTER f bx ( 140mrnX ) - _ _ S4 OR BETTER E F) THE ANCHOR TYPE HOLDO"45 AT OTHER LEVELS SMALL HAVE A PANR, I ONE ABOVE AND ONE BEL.OK TIE17 BY A THREADW ROD. 49) USE S THDtJR, ! FOR 5 TH1D6 • STH IPiOR: FOR STHDIO, ANA STH0I4R.J FOR STHD14 I r*tDIM RIM J015T5 ARE INST/tiL.ED_ l'W THE 5r..V FASTENER FOR STWO S SHALL BE Ibd 51NKERS. i (1) M%. MJM 5TLN4 rrAL: TO BE b' V4M FOR I -STORY ELXL J;MWaG5, b PWE 4 FOR BV,-D N6F i*AVINS 2 OR N� STORJv- t swas��sa�w�s, i - 7. FOR FAA •.'MAA_ 5T1111E30bTMS, PLEASE SEE SHEET Of. 0. FV%OVWE 3'ScSW4' TH" STEM IM&M AT ALL ANG }10R DOLT LOIGATiOMS. P 81t 2009 WV,, SMTWN 0602111 4- V% LLS FfTM 64VA 7M TIE M 'SW W1f llE3Ci M A ISM OF 3aac P4340M AT AeVrrM& PINES. EDGES AND SLL PLATES. FOR P%k.LS !lJt I 11 330 AM 600 PLF. AW-A1 K IDOLT SPAC HAS WM VEWWASIM !'iT' V2 &ZE Zc 41011W EiG TAME 293 -4 10- AT ALL GOB M LOICCAT1 XG� PLACE STRAP HOLD 0611101 'SO Tm^T fL or MOLD Pam is 3' IN rw4m G omm Tom_ rem A ZXXZLE S7*AP tS 015GLOMP PLACE 90 TMAT 00 SINAP t ItS 3 ' M FgKw CApp m TIT. IL AT AtL cw MOM LOCCATIONl� PLACE 57RAr ISO �!1 SO 714ftT E GP 4 "CIOJD Pam is ►-1rt" Aft POW MOM OF gym. Tvpgc -AL.. pom A VQNLE STRAP R I 111=1 PLACE 90 T"OkT Qp S1WAP f& 15 F-4* " IN i"ftOI 4 MOM OF 0PjW „ TT! 12 AT Ai,L GOIOR LOr./►T1QQ /MAN 1- /w TO S1U/IIrE !'wom 010= ARM SOW P9600 IS 24 Z"' FIRON 900t !1E Al PLAMSL TH!!i A AAWS r Piles OCWW PRI04L A04 A OIAWLE STRAP 15 PICAS 30 741►T Sp S/R/Ir E 1s 1-4w M Flow owwM Q! -- - TT'►. • AV 1 l 1 r 7A N D N r. N z co- M4' = I'--0' aft marva".- r n*ft 6 ?DE ftftwqbw S 0 e oR.r.ee. IINAM MAIM IZt 4 A No 7 I� 7 SHM/X YOU. am@ >d!l.ATIMI� NV IOd BOX iR 111 SPIC410 �lr11R MMLL 1lORlb . . VIRAL HMO (APPLY TO AU JHl11it MML" N FOR RATED SHEATHINS PAN E1.5, SPACE NAILS • 12 IN (305 *0 O.G. ALONG INTERNWIATE FRAMINI6 MEMEIERS. i B) BLOCK ALL PANEL ED6E5 MMTH MIINIKIM 2x (51 N" BLOC,KIN6. G) APPLY NAILINS TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKINS. D) FRAMINS TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE MV TN FLUSH WITH SUW OF SHEATHIINS. F) PROVIDE 50LID BLOCKINS UNDER THE SHEAR WALLS AT THE DlAPHRAbMS TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH 511E OF WALL MINIMUM ONE STUD BAY. 9PWA4L NIVIM FM 9WW MMLLS (M LY Tb VV A" Y IiOMO 1) APA RATED SHEATHINIIs DO / EXP2 / EXT OR C,<, / G -D / 57R4T. II PLYWOOV. ` 2) PROV 3x5 (76 MM) AT ADJOININ6 PANEL E'D&ES W/ NAILS STA66ERED. 3) PROVIDE MINIMUM 3x (76 MMU BLOCXJNIb OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS 5TA66ERED. 4) WALLS WITH GREATER THAN 035 klf USE A MINIMUM OF A 3x SILL FOR WALLS FOR WALLS 9ETHEEN 035 AND 0.60 kM, ANCHOR BOLT SPACINI6 HAS 191EEN DECREASE» BY 1/2 NSE 2x ). 5) FRAMINI6 TO BE A MAXIMUM OF 16 IN (610 MME OL. FOR SHEAR WALLS I AND 2. f 6) PROVIDE NAILINIS AT INTERMEDIATE SUPPORTS THE SANE AS EDGE NAILINS I IN SHEAR WALLS THAT USE 6W6 (5HEAR WALL5 I AND 2). I 7) FOR SHEAR WALL5 2, - 1. 8, AND 9, PANEL JOINTS SHALL BE OFFSET TO FALL ON DINT FRAMING OR FRAMINS SMALL BE 3 NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL BE STA664ERED. Ma"Oft SIC. MOL.t710Mr� SMEAR WALL EDGE AN� )BOTTOM - RIM/BLK TO :ALLOW NOTES - S4N 5HEATHIN6 NAILING BOLTS i PLATE TOP PLATE 5ME/1R W HIOLDOAN STUD J - FASTENER [THICK (51DE)l (IN OC) (IN OG) ! (IN OG) (IN OG) (KLF) _ . STH 08 _ . _ (?J 2x_ I 1 /I6" 056 (1) IOd • b 5/8" • 48 16d 0 5 A35 • 24 W/ 12 -8d 0.23 1 - 2 7/16" 055 (1) IOd • 4 5/8" • 32 Ibd 0 3 ' A35 • Ib n/12 -8d 0,34 _.. -.- 3 '7/16" 05113 (1) 10d • 3 5/8 Ibd • 2 • 12 w/12 -8d J - 0.45 11315 4 1/16" 058 (1) 10d • 2 5/8" • 8 I6d • 2 _A33 A35 • 4 r4/12 -8d 0.60 1,3,5 5 1/16" 058 (1) IOd • 4 5/8" • 24 '2-16d • 3 2 -A35 • 15 w/12 -8d 0.10 - 1-6 b 1/16" 058 (1) IOd • 3 5/8" • 18 : 2 - Ibd • 2 _- 2 -A35 • 12 w/12 -8d 0.40 1-6 - - - 1 '7 /16" 058 (2) 1 • 2 _5/8' • 12 2 -16d ' • 2 4 2 -A35 • q w/12 - 1.20 1-6 _ �lr11R MMLL 1lORlb . . VIRAL HMO (APPLY TO AU JHl11it MML" N FOR RATED SHEATHINS PAN E1.5, SPACE NAILS • 12 IN (305 *0 O.G. ALONG INTERNWIATE FRAMINI6 MEMEIERS. i B) BLOCK ALL PANEL ED6E5 MMTH MIINIKIM 2x (51 N" BLOC,KIN6. G) APPLY NAILINS TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKINS. D) FRAMINS TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE MV TN FLUSH WITH SUW OF SHEATHIINS. F) PROVIDE 50LID BLOCKINS UNDER THE SHEAR WALLS AT THE DlAPHRAbMS TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH 511E OF WALL MINIMUM ONE STUD BAY. 9PWA4L NIVIM FM 9WW MMLLS (M LY Tb VV A" Y IiOMO 1) APA RATED SHEATHINIIs DO / EXP2 / EXT OR C,<, / G -D / 57R4T. II PLYWOOV. ` 2) PROV 3x5 (76 MM) AT ADJOININ6 PANEL E'D&ES W/ NAILS STA66ERED. 3) PROVIDE MINIMUM 3x (76 MMU BLOCXJNIb OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS 5TA66ERED. 4) WALLS WITH GREATER THAN 035 klf USE A MINIMUM OF A 3x SILL FOR WALLS FOR WALLS 9ETHEEN 035 AND 0.60 kM, ANCHOR BOLT SPACINI6 HAS 191EEN DECREASE» BY 1/2 NSE 2x ). 5) FRAMINI6 TO BE A MAXIMUM OF 16 IN (610 MME OL. FOR SHEAR WALLS I AND 2. f 6) PROVIDE NAILINIS AT INTERMEDIATE SUPPORTS THE SANE AS EDGE NAILINS I IN SHEAR WALLS THAT USE 6W6 (5HEAR WALL5 I AND 2). I 7) FOR SHEAR WALL5 2, - 1. 8, AND 9, PANEL JOINTS SHALL BE OFFSET TO FALL ON DINT FRAMING OR FRAMINS SMALL BE 3 NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL BE STA664ERED. Ma"Oft SIC. MOL.t710Mr� iR 111 w9w" s M'sm MCI!* TE HOLDl7MM! OM!'SON 'i010!'j GATi�L+Oli • I41146. m V/1LRR!b FOUNDATION LEVEL_ W HIOLDOAN STUD J - FASTENER ANCHOR GAP DETAIL - - - TY - - - - -- -- TYPE - - - TO STUD BOLT _ . STH 08 _ . _ (?J 2x_ (24) !bd _ _ -- - _! - KIPS 231 5TND10 _ . _. (2) 2X_ .. - (28) Ibd - _ . - -- -- - - STHfll4 (2)_ 2X_ (38) Ibd 4 X--• _ _ (20) SOW '1/8' ♦ 8,33 HVIOA 4X_ . _ _ 1 op I 1.08 I do _ I -I/4" • - � 130 __ ±- - _ _ -_ iR 111 90411 9"%C M TE >iM!am x0105 HW4rK VNUU -- -- -- • -- -- - - - - -- - - _ _._ - __. - - - -- - - -- ---- -- - - -- •. - - -- - -- OTHERLEVELS H IP - HOLDOP41N _ 5TUD _ , - FASTENER - TIE - -. ` GAP DETAIL ~' TYPE ' TYPE TO STUD z ROD KIPS 2� - - - - --- X 18) - 1 � --- -- ---- ---- -_ _- _---- _- _--- --�� . -- (2) G51W36') (2) 2X_ (18) IOd EA _ - - _ ___ 254 -___ -- _ - . ( 2) G516(48') (W 2X (28) 8d EA _ _ - - - -' - - --- - -- - - 3 -- (56) - - _30 5 5.80 _ _ _ (2) MST48 - (?,) 3X_ - _Ibd (42) !6d EA- _- -- -_ _ - - . - T 63 - -- - - -- - - (2) MST60 (2) 3X_ _62) (46) 16d EA_ 8.42 _ _ _ MST` 2 ' (2) 3X_ (56) I6d_ EA� - - -- _ -- b - - -- 15) I' ♦ _ ._._- - - 5/4` .• _� _15.30 1i01'T!'!f map A) MINIMUM C COMPRESWE STRENbTM TO BE 25 K51 (1'1.2 MPa). 0) R139ER TO MAN UFAGTURERS' GATAL06F FOR MtNM UIH EnSTANCZ TO FOUWATION CORNER G) Re TO MANUFACTURERS' GATAL 06 FOR MINIMUM BAGKIN& R SIZE. D) REl ER TO MAK FAGTURERS' GATALO& FOR ANGH+OR BOLT &-M 0600-40rx sx -NTH. E) POSTS AT . - 2X t 4X (38"vnX i 8gnrnX) _ _ _ 02 OR BETTS? 6X ( I40nier.X ) - _ _ :1 OR BE II I F) THE ANCHOR TYPE HOLDOW45 AT OTHER LEVELS SHALL HAVE A PAHR , ONE ABOVE AND ONE BE-OK TIED BY A *.i#tIEADED ROD. ' W U5E ST'Hi7MJ FOR 5THDD, STr1DIORJ FOR STHiD10, Amp STH m4R.; FOR STH11714 RJM JOIST$ ARE INSTALLED. (H) THE STUD FASTENER FOR WHIPS SHALL 8E 16d S NKfRS. (1) MIMrIM►gJM STEM IKALL TO BE 6" VOM FOR I -STORY BIJILDWv , D` VWE FOR EULDIN f t"V1N6 2 OR MOM STORlE5_ a ww �M 5lvw. w . I_ L.ATBW -^L.. A ALY545 PM 2003 V IG, METH IOD 61W). SEtgiG ZONE 3 ..Sow -w- i STROI0r TIE GON EGT10M5 FM GATAL+06 G -2005. "T. FOR h ^75%3AL ST1 990TH5, PLEASE SM SHAT M. D. PRDVWE 3 Ttf#CiC STIMIL t AT ALL ANOC4 0K !90l,.T I ATkWG P t 2005 IRG. SEGTICAI 10602 2. i�!llT1EN CHMEPO4CM6 TAIL OVM SGALFD _ VV4- M 64EATM YMAN SW 1'[.F 1nSIZOW A M JN1 GF 3x 3. DAS�IG �ri� '!�!'D • a6 M1�1 1"�'�!t AT PAN& 1576!!5 ANP 'ad a PL^TDS. FOR F*NLL'S Q �M!DR SW AMA 600 PL.F, AWCA 0R DOLT SPAC O HAS 10M G�► s s SE1504G ZONE By V2 ARSE 2 K . M TAIXE 233.4 • 10. AT ALL C,pIQNQ I= AkT101� PLK.E SIRAP H KXV 009 130 4_ !R�TAIK LQAplI�Ii: TMAT E or wxv I,7 m 1S 3 N rMM wmmk rtv%cd1I.. P904 A MIOOA<z 20 OL + '2.J• LL • dOs TOTAL acit!" STWA1p Is .1 LA" 90 7H4T Dp STRAP *. IS 9 MOM 00 P. • 408 LL = 6 .0 9 TOTAL M Fog" GAOCK ry r. rMii.L.& 0 DL • ---- • 00 T37TAL a - AT ALL 1000 LOIC.ATI1014k PL A" STRAP HOLD C0 I SO 5. ALL r *A C MOA-0 s TO S^TRXhr C WfpMt a IDS_ ELAM c ALL 7"AT E or PXxv Pam 1s 1-v2"' aw rv%04 epm or aroma. TYr1GA . ftyW% 7D ECINAW& ALL EX7'!lIIOR SM^THM X^&W F41" M 1016 p"M A OBE "tAp a I PL/IC,E SO THAT so SmAr � AT 0 OZ.- MOIR) IMv cr 04, f amm UNLOW Now T'A! � H-Y2' M !W" MEOW A< CJ1'DRi►. TTM! DOW1lS STRAP MOLD DAN LOrJ►T1011 - - - DOrO�"I!S �EJ1R rMi,L. t+OIC+/�1T1ri1i CL A! ALL Pam ftL4 'M 1-1x2" TO STRAfrE MWM pom ftxww Orgmw 15 2-102" POW D00IIIt IN fE oM MAW TM ALlQM r FM PC= FW4"4 . rMlM A DBE STRAIN 15 , PLACE SO 7%%T 00 S"tAP 4L IS 1- W M MMI N MXW oP!' OW "V • SCALE - 1W = ro AW c�? I ar or""'� AAA N N z j €€ 1 4C 6 a�rWuw%a DIAM Moos rb 4 9111 WA K4L Whaw" dOL 111 WWC4 b HOLDOM dW 111 VW* SH ATlNM YV I*d BOX OTHER LEVELS iii MOLDS - STUfl ~ - AS 804%M 20108 GI1TALA)* - H04- 'Mt VALAIM TYPE - _ 1 SHEAR WALL EDtSE ANCHOR BOTTOtri RIM/Bl_K TO ALLDW — NOTES i SW SHEATHING NAILIN& BOLTS PLATE TOP PLATE SHEAR 5TH08 (2) CSW48') [THICK (SIOW) (IN OG) (IN OC) ' (IN OG) (IN OG) tKLF) 5TH014 (2) 2X_ I 1/16" 058 (I) IOd • b 5/6 16d • 5 A55 0 24 NV 12 -8d 023 __. . I 2 1/16 058 (1) 10d • 4 ` 5/6"0 I6d • 3 A35 • 16 w/12 -8d 0.34 HDIOA w 4X_ 3 7 /I6" 058 (1) IOd • 3 5/8" • 12 Ibd • 2 A35 • 12 WW2 -8d - : -. 0.45 I� 3 4 7/16" 056 (1) IOd • 2 _ 5/8" • 8 ibd • 2 _ A35 • 9 rw/12 -8d 5 7/16" 05B (1) IOd • 4 5/8" • 24 2 -I6d • 3 2 -A35 • 15 rw/12 - 8d 0.70 ~ I--6 - b - 1/16" O58 (1) IOd • 3 5/8" • 18 - 2 - 16d • 2 7'2- A • 12 w/12 - 8d 0.90 I 7 '1 /Ib" 055 (2) IOd 0 2 5/8" • 12 2 -I6d • 2 2 -A35 • 4 w/12 -8d 1.20 -� 1-6 ~. sew MA" No= � dew& Now ! WILY TO ALL Sam pM" A) FOR RATED SHEATHINS PALS, SPACE NAILS • 12 IN 0305 ITV O.G. ALONG INTERN MATE FRAMING twE !RS. B) BLOCK All PANE. E'D6E5 WITH MINIMA 2x (51 M" BLOCKING. ' Co) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MMU OjC. E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. F) PROVIDE SOLID BLOCKING LWER THE SW MALLS AT THE DIAPHtA6M5 TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF INALL MINIMUM ONE STUD BAY. W WA AL HMO PM INVt P*AUA WKY TO MALLS 9W.44G/ILLY NOW) 1) APA RATED SHEATHING EXPI / EXP2 / EXT OR G-G / G-D / STRUC II PLYWOOD. 2) PROVIDE 3x5 06 MM) AT ADJOINING PANEL EDGES W/ NAILS STA66ERFD. 5) PROVI MINIMUM 3x 06 N4V BLOCKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS 5TA668RED. ; 4) WALLS WITH 6REATER THAN 035 W USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALLS BETNEEN 035 AND 0.60 W, ANCHOR BOLT SPACING HAS 8�N DEGREASED BY 1/2 N5E ac MEMBERS). 5) FRAMING TO BE A MAXIMUM OF 16 IN (610 W) O.G. FOR SHEAR WALLS I AND 2. 6) PROVIDE NAILING AT INTEWEDIATE SUPPORTS THE SANE AS EDGE NAILING IN SHEAR WALLS THAT USE 6WB (SHEAR WALLS I AND 2). 1) FOR SHEAR MALLS 2. 1, 8, AND R, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIET FRAMIN S MEM09tS OR FRAMING SHALL BE 3' NOMINAL OR THICXZK AND NAILS ON EACH SIDE SHALL BE STA66 FZ0. 1107!!b 40111 !AL mom A) MINIM W C,ONGRETE COK"gr=S!VE STREN&TH TO BE 23 K51 (1 Wo). B) Ro TO MAK FAClURIERS' CATALOGS FOR VANIMUM D15TAW.E TO FOUWDATION GORNER G) REII TO MA1iUFAGTURER5' CATALOSS FOR tAMM UM BACKING Nye SIZE. D) RJR TO P'1AK111 S' CATA4.06S FOR ANC44 R BOLT EDMENT E)EPTH. i E) POSTS AT HOLD�: 2X ! 4X (36mmX 4 601rnmX) _ _ _ 02 OR BETTER 6x ( '40nv"X ) _ _ -- *1 OR BETfF_R F) THE ANC#4OR TYPE HOL POI^W AT OTHM LEVELS SHALL HAVE A PAJK O� WNE A1BOVE AND ONE ROD. A S FOR S TNS, ST ;AnC J FOR STHDIO, AND 5 STHDI4 RIM JOISTS ARE MTAL W. AV THE STUD FASTEMM FOR S THO S S i BE I6d SINCIBRS_ (1) tANP4JM STEM MIALL TO 19E 6' rWE FOR I -STORY BLAL0046S, be MYDE FOR 11"LEMN&S RAVIN& 2 OR *tXM STOWJES. a..w.. OLMORM ow. 1. LAYStAL ANALYSAS FM 201CJS! M. hE'T"ov ~), 5EMMIC zoo 3 S TRON& TE CONNWTIOM Ppt GATALO6 C 2. PWJT7Zk PO49 66010 TAKE ovot SGAL® PW4194510N5. J 1c Few � = ed 1h41o1 CATEGORY _ ZOW _ • As 4. 701012111I)1'AKY wOCIP: 30 DL • 2110 LL = 4W TOTAL FLOOML 1w DL + 409 Li = sp TOTAL. MW.L & 00 OL + ---- a 00 TOTAL s_ ALL FRAM N^4J S TO G^Te9Fpr uwMt a 1M. ELCCK ALL �.Y� � ALL pEAh�l11f 1�111;� 1DtM IOid AT `' OjG. 'E.OrW /lip rwr O.G. 09EL ) Wi.t!.i6 TYP, i_ vowll3 STR/p "a p o lm s LAIXATWN • 949407M emim 11o1>D aa« L,oGATIa - — - C81110 SIi L*A rOMA. -TIOi� '7_ r' Mr1ATBt AL ST1lElr6TN5. P'LEAW SM SST M. ' S D_ PIIQ0YM SNSW4' THICK STE:-I L 10E1415t AT ALL ANCHOR DOLT L.+Oi ^T10N5_ Pelt 20 3 MtG. ".�lWTION PWWW 1.1 t V A1.L.S MTN GREATER TKAN WO PLF A M04M OF SK P4040 t AT /1d rrW I'ANM WINS AM S&L RJR nM FM MVIL.+LS DETPEEM 3O AMP 4100 R.F. AMC410R SMT SP'ACS1b MOO 11 1 OW1111EASM dY V2 AM 2K . NBC TA LE 253 .4 10. AT ALL 011 0MORM W"Mt LD0^T10MS. PLACE S"tAP MOLD V011011 SO TNAT 4L OF MOLD D M 15 'S` M MOM C4MCK TYPW...ft- MM A DiOWLE STR-M' 15 NMI UP PLACE 30 I%klr OW 3'TR/Ir 4L 1S 3' aN FIND " GG094M TIT. 0 - AT ALL, 104D1 LOC ONTi M56 PLACE SIWJW H" DOM SO TWAT 4k or Diaf1 Is F- ire!"' CJVT !9w" 90w OF Cp"am. TYF .AL.- 09M A VCWLE STRAP 115 . PLACE +Jp TMAT pip S7RAP 4L is 1-4w M mom MW or TAWW Tyr— C2. AT ALL vom ALLOM 1 - 0� 70 S"tAM !W" Do= was" cIP+ WW I1OGG" is 2-W FPO" Doat upw am PLAID TM AFL wo r PM Dom r+ie"11L Peet A 009" SrIIIIAP 1s wasalMl�ele. PLACE SO 7 MT pp SWAP 4, is 1 -ice"' a 1'04 vim" (ropow TY► i I I I L_ 50M 1 k 1 1 114' • r-O dncs A it's pma N N N z Q. u� 1� y €8 pig ,oil 4 n F till oR.r+se sum ow�a awe lit owou • • � � � --- - - - -- -- _. - -_ �'_ ._ _` -- -- — _ - -- - ---- -- — - ..._ — —� ... � �. --�- .rim.- - _�....�..— .- 7r..... v......�..c+.. --.r .. -..�. �.- ...c— •�•�"' r-- a'!'�• _ � � 1a♦ dOL 111 WWC4 b HOLDOM iR. 111 6*4 M 31lW" To OTHER LEVELS iii MOLDS - STUfl ~ - AS 804%M 20108 GI1TALA)* - H04- 'Mt VALAIM TYPE - _ i - TYPE FOUNDATION LEVEL ROD }GIPS I NJMEEI2 G51606 2X- HO HOLDOWN STUD FASTENER ANCHOR GAP DETAIL - TYPE TYPE TO STUD (BOLT KIPS NIMpER 5TH08 (2) CSW48') ; (2) 2X_ - - - --- STHDIO .. (?,1 2X_ ._ -_ (28) 1 b 3X 2.qq 5TH014 (2) 2X_ (2) M5T4& (2) 3Y,.- _' (42,) 16d E'°' -- - -- - �- 1b3 (2) MST60 �- 5.86 Y -`- -. (2.) 2X_ - y (24)5D53 _ -1/a" _(4_b) (56) I6d EA .HOOD _ _ _. _ _ _. _ (20) SOW 7/8' • _ ..__ HDIOA w 4X_ (4)1/6 -_ 1/8' ♦ HD14A 4 X- - (4) I' 1107!!b 40111 !AL mom A) MINIM W C,ONGRETE COK"gr=S!VE STREN&TH TO BE 23 K51 (1 Wo). B) Ro TO MAK FAClURIERS' CATALOGS FOR VANIMUM D15TAW.E TO FOUWDATION GORNER G) REII TO MA1iUFAGTURER5' CATALOSS FOR tAMM UM BACKING Nye SIZE. D) RJR TO P'1AK111 S' CATA4.06S FOR ANC44 R BOLT EDMENT E)EPTH. i E) POSTS AT HOLD�: 2X ! 4X (36mmX 4 601rnmX) _ _ _ 02 OR BETTER 6x ( '40nv"X ) _ _ -- *1 OR BETfF_R F) THE ANC#4OR TYPE HOL POI^W AT OTHM LEVELS SHALL HAVE A PAJK O� WNE A1BOVE AND ONE ROD. A S FOR S TNS, ST ;AnC J FOR STHDIO, AND 5 STHDI4 RIM JOISTS ARE MTAL W. AV THE STUD FASTEMM FOR S THO S S i BE I6d SINCIBRS_ (1) tANP4JM STEM MIALL TO 19E 6' rWE FOR I -STORY BLAL0046S, be MYDE FOR 11"LEMN&S RAVIN& 2 OR *tXM STOWJES. a..w.. OLMORM ow. 1. LAYStAL ANALYSAS FM 201CJS! M. hE'T"ov ~), 5EMMIC zoo 3 S TRON& TE CONNWTIOM Ppt GATALO6 C 2. PWJT7Zk PO49 66010 TAKE ovot SGAL® PW4194510N5. J 1c Few � = ed 1h41o1 CATEGORY _ ZOW _ • As 4. 701012111I)1'AKY wOCIP: 30 DL • 2110 LL = 4W TOTAL FLOOML 1w DL + 409 Li = sp TOTAL. MW.L & 00 OL + ---- a 00 TOTAL s_ ALL FRAM N^4J S TO G^Te9Fpr uwMt a 1M. ELCCK ALL �.Y� � ALL pEAh�l11f 1�111;� 1DtM IOid AT `' OjG. 'E.OrW /lip rwr O.G. 09EL ) Wi.t!.i6 TYP, i_ vowll3 STR/p "a p o lm s LAIXATWN • 949407M emim 11o1>D aa« L,oGATIa - — - C81110 SIi L*A rOMA. -TIOi� '7_ r' Mr1ATBt AL ST1lElr6TN5. P'LEAW SM SST M. ' S D_ PIIQ0YM SNSW4' THICK STE:-I L 10E1415t AT ALL ANCHOR DOLT L.+Oi ^T10N5_ Pelt 20 3 MtG. ".�lWTION PWWW 1.1 t V A1.L.S MTN GREATER TKAN WO PLF A M04M OF SK P4040 t AT /1d rrW I'ANM WINS AM S&L RJR nM FM MVIL.+LS DETPEEM 3O AMP 4100 R.F. AMC410R SMT SP'ACS1b MOO 11 1 OW1111EASM dY V2 AM 2K . NBC TA LE 253 .4 10. AT ALL 011 0MORM W"Mt LD0^T10MS. PLACE S"tAP MOLD V011011 SO TNAT 4L OF MOLD D M 15 'S` M MOM C4MCK TYPW...ft- MM A DiOWLE STR-M' 15 NMI UP PLACE 30 I%klr OW 3'TR/Ir 4L 1S 3' aN FIND " GG094M TIT. 0 - AT ALL, 104D1 LOC ONTi M56 PLACE SIWJW H" DOM SO TWAT 4k or Diaf1 Is F- ire!"' CJVT !9w" 90w OF Cp"am. TYF .AL.- 09M A VCWLE STRAP 115 . PLACE +Jp TMAT pip S7RAP 4L is 1-4w M mom MW or TAWW Tyr— C2. AT ALL vom ALLOM 1 - 0� 70 S"tAM !W" Do= was" cIP+ WW I1OGG" is 2-W FPO" Doat upw am PLAID TM AFL wo r PM Dom r+ie"11L Peet A 009" SrIIIIAP 1s wasalMl�ele. PLACE SO 7 MT pp SWAP 4, is 1 -ice"' a 1'04 vim" (ropow TY► i I I I L_ 50M 1 k 1 1 114' • r-O dncs A it's pma N N N z Q. u� 1� y €8 pig ,oil 4 n F till oR.r+se sum ow�a awe lit owou • • � � � --- - - - -- -- _. - -_ �'_ ._ _` -- -- — _ - -- - ---- -- — - ..._ — —� ... � �. --�- .rim.- - _�....�..— .- 7r..... v......�..c+.. --.r .. -..�. �.- ...c— •�•�"' r-- a'!'�• _ � � 1a♦ dOL 111 WWC4 b �M�IdOM >STltO!!i T! tow G/►TALrOIi - "04-rw V AL UM OTHER LEVELS iii MOLDS - STUfl ~ - AS TIE G -DETAIL TYPE - _ i - TYPE �- TO ST11V ROD }GIPS I NJMEEI2 G51606 2X- (16) IOd (2) C52006") (2) 2X_ (16)_84 EA _ _ - 2.01 (3 (2) CS186') _ - Y(2) 2X_ — (18) IOd EA _^ __ - - - 2� - - --- (2) CSW48') ; (2) 2X_ , _ (26) 8d EA - -_ . - -- MST 3X (56) I6d EA _ _ _ - - 5.80 (2) M5T4& (2) 3Y,.- _' (42,) 16d E'°' -- - -- - �- 1b3 (2) MST60 -�- (2) Ibd EA _ - - -- - - -- .- -- _ _ 8.42 (2) IN-457' _3x_ (2} 3� _(4_b) (56) I6d EA _ _ - - If .60 - �' - - - - -- - - 6X_ - -- -- (5) 1 a 0 _ _ 5/4' 0 1530 -- ... . 1107!!b 40111 !AL mom A) MINIM W C,ONGRETE COK"gr=S!VE STREN&TH TO BE 23 K51 (1 Wo). B) Ro TO MAK FAClURIERS' CATALOGS FOR VANIMUM D15TAW.E TO FOUWDATION GORNER G) REII TO MA1iUFAGTURER5' CATALOSS FOR tAMM UM BACKING Nye SIZE. D) RJR TO P'1AK111 S' CATA4.06S FOR ANC44 R BOLT EDMENT E)EPTH. i E) POSTS AT HOLD�: 2X ! 4X (36mmX 4 601rnmX) _ _ _ 02 OR BETTER 6x ( '40nv"X ) _ _ -- *1 OR BETfF_R F) THE ANC#4OR TYPE HOL POI^W AT OTHM LEVELS SHALL HAVE A PAJK O� WNE A1BOVE AND ONE ROD. A S FOR S TNS, ST ;AnC J FOR STHDIO, AND 5 STHDI4 RIM JOISTS ARE MTAL W. AV THE STUD FASTEMM FOR S THO S S i BE I6d SINCIBRS_ (1) tANP4JM STEM MIALL TO 19E 6' rWE FOR I -STORY BLAL0046S, be MYDE FOR 11"LEMN&S RAVIN& 2 OR *tXM STOWJES. a..w.. OLMORM ow. 1. LAYStAL ANALYSAS FM 201CJS! M. hE'T"ov ~), 5EMMIC zoo 3 S TRON& TE CONNWTIOM Ppt GATALO6 C 2. PWJT7Zk PO49 66010 TAKE ovot SGAL® PW4194510N5. J 1c Few � = ed 1h41o1 CATEGORY _ ZOW _ • As 4. 701012111I)1'AKY wOCIP: 30 DL • 2110 LL = 4W TOTAL FLOOML 1w DL + 409 Li = sp TOTAL. 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PLACE +Jp TMAT pip S7RAP 4L is 1-4w M mom MW or TAWW Tyr— C2. AT ALL vom ALLOM 1 - 0� 70 S"tAM !W" Do= was" cIP+ WW I1OGG" is 2-W FPO" Doat upw am PLAID TM AFL wo r PM Dom r+ie"11L Peet A 009" SrIIIIAP 1s wasalMl�ele. PLACE SO 7 MT pp SWAP 4, is 1 -ice"' a 1'04 vim" (ropow TY► i I I I L_ 50M 1 k 1 1 114' • r-O dncs A it's pma N N N z Q. u� 1� y €8 pig ,oil 4 n F till oR.r+se sum ow�a awe lit owou • • � � � --- - - - -- -- _. - -_ �'_ ._ _` -- -- — _ - -- - ---- -- — - ..._ — —� ... � �. --�- .rim.- - _�....�..— .- 7r..... v......�..c+.. --.r .. -..�. �.- ...c— •�•�"' r-- a'!'�• _ � � 1a♦