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HomeMy WebLinkAboutPermit D05-392 - DOAK HOMES - NEW HOUSEDOAK HOMES 12246 46 AV S D05 -392 ,Y •.'�1 tAsJ'•1. 4nitia lil�..iA i..:ti: Z • Z � W UQ W= J � • u. W }O gri lL Q U� =O �W Z_. z0 • 0 O • N O F-. W W I- u' O' W.. O to H O z City o.. Tukwila Steven M. Mullet, Mayor o \ y Department of Commuttity Development lG) 6300 Southcenter Boulevard, Suite #100 2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 1908 Web site: ci.tukwila.wa.its Steve Lancaster, Director Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Z DEVELOPMENT PERMIT Flood Control Zone: N z W Hauling: N Start Time: Parcel No.: 0179000964 Permit Number: D05 -392 D Address: 12246 46 AV S TUKW Issue Date: 02/10/2006 00 Suite No: Permit Expires On: 08/09/2006 cn o Moving Oversize Load: N CO Tenant: Sanitary Side Sewer: J F Name: DOAK HOMES CO U- O Address: 12246 46 AV S, TUKWILA WA Private: Public: Storm Drainage: Y Owner: Street Use: L Name: DOAK DARRYL SR +ESTRELLA M Phone: = CY Address: 11812 26 AV SW, BURIEN WA F- _ Z t- Contact Person: z O Name: DARRYL DOAK Phone: 206 246 -6587 LU 11812 26 AV SW, BURIEN WA j AAddress: v o CO Contractor: o �- Name: DOAK HOMES INC. Phone: 206 246 -6587 w w Address: 11812 26 AV SW, SEATTLE, WA F Contractor License No: DOAKHI *092NZ Expiration Date: 08/08/2007 u- O Z U CO DESCRIPTION OF WORK: CONSTRUCT 2122 SF SFR WITH 448 SF ATTACHED GARAGE iF PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, Z UNDERGROUNDING OF POWER, AND STREET USE. EXISTING WATER METER AND SERVICE LINE. SANITARY SEWER IS STUBBED TO THE PROPERTY. Value of Construction: $198,424.02 Fees Collected: $3,584.42 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N doc: IBC - Permit D05 -392 Printed: 02 -10 -2006 ....... ....e.,.,, ...«.tL.�M.�.x.:....�w. S' >i .+w ..v� .ar...HW:..- �Gw�aa ti'at �.LmnoY'�JaLi:A] � . L)4t11L:• 5 � L..:..'..t•.4i.:.i [ f:'i.J.Y . ...... w.'.. w.. wr+ w+ r.r�w+^w++..MNaN'W�alaYN¢aNT7.. %kaP. y+�•+i 1Y r ! o 1908 Water Main Extension: Water Meter: City c�.. Tukwila Steven M. Mullet, Mayor Departmei :t of Commrutity Developmeitt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.terinvila.iva.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director- doc: IBC- Permit D05 -392 Printed: 02 -10 -2006 Z = Z : u� = JU . UO U) 0 COW W = H N L WO LL Q CO = �. W Z I— O Z F— W LLI U O O H W W . U' u. o Z: W U CO O I~ Z � � G1 1908 City o. Department of Con:muirity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its Permit Number: Issue Date: Permit Expires On: Steven Al. Mullet, Mayor Steve Lancaster, Director DOS -392 02/10/2006 08/09/2006 Permit Center Authorized Signature: Ol/UC Date: V— 1 I hereby certify that I have read and x mi� d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating co ion or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: � o Print Name: / l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -392 Printed: 02 -10 -2006 Z �Z �W UQ N J = C0 LU H C0 O LL W ¢. co D =d �w Z �- ZO w w U� O� off wW F- H u- O w Z U= O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000964 Permit Number: DOS -392 Address: 12246 46 AV S TUKW Status: ISSUED Suite No: Applied Date: 11/07/2005 Tenant: DOAK HOMES Issue Date: 02/10/2006 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. j 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: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: 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. 12: 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. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: 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. doc: Conditions D05 -392 Printed: 02 -10 -2006 .r " «t.+.n,.C.:.�a.... N..- ,,:::%�'.:;'� �':r.:l'��; .�.'ni.:a:a'S7 biXrtaw4�.�.'..teR+F%�+Mw.t� • dh::i'P45! id .''H 4k. , ,i , x ' • .4nyri:3 a '`.Ebi " 'i'�,IL„tauu, Z J_z �w QQ JU 00 (D J �_-. DLL w 9_J L¢ = �w Z I— O w �5 U� ON o�_ wW u. O w Z U= O~ Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of z Public Health - Seattle and King County (206/296- 4932). i Z 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department �w 2 of Labor and Industries (206/248- 6630). _3 0 No 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, N w any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits F presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila N u- w o 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. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** LL¢ N = d 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and �. w z F =. completion of work at least 24 hours in advance. z O w 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. j o U 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be o underground from the point of connection on the pole to the house. w — = w 22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified — 0 flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing Z allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. v co 23: Any material spilled onto any street shall be cleaned up immediately. Z ~ z 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 25: A bond in the amount of 150% x cost of work within the City right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 26: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 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. 27: 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. 28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 29: Owner /Applicant shall sign with Notary a Hold Harmless Agreement for work within the City right -of -way. * *continued on next page ** doc: Conditions D05 -392 Printed: 02 -10 -2006 ;�:...... ..�:.�.:.,�q.:.. ..1�. ..: a�` H��. z.,.• ..:t,,:�iw:.:as.:x..1�.:.;.aF• �a:i.:w,u«;:a.•t.,i .lt ,w: N.�a rr7•?u. ,cra.swh.c:ea:yx :: ASi ,.:Nwisi+r'.i+'r+61.1 ... 'i� . � u�� `'Su}.iR�r w;��iaiTd�1�. t City of Tukwila rsoe 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 speci>:led herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: } i i i I S doc: Conditions Date: 2 D05 -392 Printed: 02 -10 -2006 z �W JU UO ND CO W w wQ N� = a F W Z F O z f- w W U� .O CO O I— W H O -z W CO z (Foz DWI CITY OF T UKWI LA . . Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE. &ATION King Co Assessor's Tax No.: _1_ 00 0 q Q i Site Address: Suite Number: •--- -- Floor: 0/) 2 New Tenant: ❑ .... Yes Tenant Name- R. No Owners Name: 1 c c ,- ` Mailing Address: 6 le r r j City State Zip CONTACT:PERSON ; Name: c l — �7 ��.-� �^ • Day Telephone: y 6 _ Mailing Address: I / g12 - 1�,z!Z AL 0 S, W. � u i' i Pi?�' U4 City State Z t E -Mail Address: Fax Number: P� y1 991 I N TRACTOR :INFORMATION (Mechanical Contractor information. on back page) Company Name: __Ve,4 4> S /,-VC_ Mailing Address: -E' �' •�. r . ti .v �t�/ -Z C ceZI zee Contact Person: _ _ _ _ 2 �-- , Day Telephone: E -Mail Address: il.� %' -- Fax Number: - -I e 6 Contractor Registration Number: /0& #,Z �k 1V•Z Expiration Date: d e * *An original or notarized copy of current Washington State Contractor License must be presented at & ti a of permit issuance ** ARCHITECT OF RECORD = All plans must be wet stamped by Architect of Record Company Name: 0, L, ;r I � �✓ � S C> � /,� T c� � y� q Mailing Address: 3 City State Zip Contact Person: >� `Z /1 �n S - Day Telephone: _ 3 2 25E 2- E -Mail Address: Fax Number: : ENGINEER OFRECORD - All. plans must . be wet stamped by Engineer of Record 1 . 1 Company Name - /� �/ / A "4117 � /v r/ r �� PFrl AAC. A G F7 AIWc 15 r v ecIlivG / /u C -- Mailing Address Contact Person: �l /yl y �' z°/ L e e_ E -Mail Address * q:Upc mite plusVcc changstpemit application (7.2004) Revised: 6.1.05 bh Page t Il ��� � � � 90 72 City state Zip Day Telephoney 4/ Fax Number: 4- /,Z e r.w xa .u vwx. . da ;++q i.4' ;w, +•zan+t+ : +:ts!!+1` �tWFIY.R '7M. "rrwrMwM.nm�xex� ".. '�;!��Y; ate JtV:i YNa+FMks�Np".�YC•+na w Z ~ w �2 D UO to o J TW WO }} �J WQ �D = F— W Z �o Z �- W U (j) o�_ W H� W z CO O Z LTG I�ERMIT INFOR1Vf�c�rION 206- 431 -367 Valuation of Project (contractor's bid price): $ 1 / 0 / Existing Building Valuation: $ Scope of Work (please provide detailed information): l !k i9 N f 4n7 !Y ' d q Al e?zL� Will there be new rack storage? ❑ ..Yes JR 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 37 1 7r6_ 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 X.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm one El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [:]..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. gA%permits phis%kc changes%permit application (7 -20o4) Revised 6- -05 Page 2 bh l' Z �Z �W Q � JU U (/) C0 W W_ H C/) U_ wo }} �J LL Q U� = W Z E- O Z F_ W LLJ U� O� �H W 2 Ho LL O 6i U� O Z Existing Interior Remodel Addition to Existing Structure New Type of. Construction per IBC Type of Occupancy per. IBC Pt Floor . . In Floor t � 3 :Floor. Floors thru Basement Accessory Structure* Attached Garage V 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 37 1 7r6_ 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 X.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm one El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [:]..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. gA%permits phis%kc changes%permit application (7 -20o4) Revised 6- -05 Page 2 bh l' Z �Z �W Q � JU U (/) C0 W W_ H C/) U_ wo }} �J LL Q U� = W Z E- O Z F_ W LLJ U� O� �H W 2 Ho LL O 6i U� O Z I I i f ,i �i �i ,f i a PUBLIC WORKS PERMIT IN TION - �� =A33 :0179 a t • ai 5 Scope of Work (please provide detailed information): i) Call before you Dig: 1- 800 - 424 -5555 Please refer.to Public Works Bulletin #1 for fees and estitnsite sheet. Water District /✓,q U "c' . .Tukwila F1 ... Water District # 125 ❑ .. Highline ❑ . Renton ❑ ... Water Availability Provided Sewer District Y A ✓ e ,9 ❑ ... Va1Vue El.. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... 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. Submitted with Application mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) El.. 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 - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ [...Total Cut -5 cubic yards ...Total Fill - S:�2 - ' cubic yards u nitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water El.- Right -of -way Use - Profit for less than 72 hours - ,Q"'Right -of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ ❑ .. Grease Interceptor ❑ .. Channelization -Q' Trench Excavation ,G 'lUtility Undergrounding ❑ ...Permanent Water Meter Size... 99 WON ❑ ...Temporary Water Meter Size.. WON ❑ ... Water Only Meter Size............ WON ❑ ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private 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: Ci state Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address:. Ci State Zip gA*rmits plus\icc changatpermit application (7 -2004) Revised: 6 -8-03 bb Page 3 'r Z = F- ~ W � 0 0 CO 0 W = CO LL WO J U- Q CO = W Z� H O Z a UC) O� 0 F- W H� LLI Z U= 0 I— Z ;MECHANICAL PERMIT MECHANICAL CONTRACTOR INFORMATION Company Name: /-1t°i' ) '/ 4 !2 ��P; rLy r� �9 i2 c��cQ� /t�'I�1 k� D INC Mailing Address: Zoo l City state Zip Contact Person: Gq Day Telephone: g f 3 .- ?Z a2 / E -Mail Address: Fax Number: �.?- 3 F-,Y7O Contractor Registration Number F9 l T E 2 x 3 60 Expiration Date: A2 z G ' e, * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** �v Valuation of Project (contractor's bid price): $ ©• l Scope of Work (please provid detailed information): &ee.> Use: Residential: New ... Replacement ..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... E] Gas ...,� Other: Indicate type of mechanical work being installed and the quantity below: Unit Type.' Q Unit Type: Q Unit Type: Q Boiler /Com pressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP/ 100,000 BTU CFM Fumace>I00K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat j 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall/Floor Ventilation System Wood/Gas Stove f 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator S stem Air Handling Unit Incinerator - Comm/Ind Other Mechanical <10,000 CFM Equip ment PERMIT'APPLICATION "NOTES -AA plicablelo all permits in 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 924h i>G,/cu(.C- Date: ?Jt5, 7 2& 5 � ' Ce - �06 3'7'Z - gA90 Print Name: c�d'9� y ( - IJ�.�� �'"� Day Telephone: 2.O 6 Mailing Address: 2 ZZ 9_1? C, (UL r.>• of oj2 10 City State Zip Date Application Accepted: Date Application Expires: _ Staff Initials: q. \\permits plus \ice changes\permit application (7 -2004) Revised. 6.8.05 Page 4 bh INFORMATION 206 431 -3670; Z ~ W JU UO W= C0 LL WO 9_J La D� = F_ W Z F- F— O Z F- W W U� ON 0H W W H F- �- O .. Z W U C0 1- = O Z � J��11LA,, IVgs. O 2 �~ 1 1908 ityf Tikwila Steven M Mullet Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT RECEIPT NO: R06 -00191 Initials: JEM User ID: 1165 Payee: DOAK HOMES, INC. Payment Date: 02/10/2006 Total Payment: 45,620.38 SET ID: 021006 14,474.28 SET TRANSACTIONS: - 135.32 Set Member Amount MAI M- 2,012.53 D05 -393 18,014.95 D05 -422 2,570.62 D05 -423 7,146.06 D05 -445 6,993.38 D05 -446 2,368.32 D05 -450 6,514.52 TOTAL: 45,620.38 SET NAME: DOAK HOMES TRANSACTION LIST: Type Method Description ---- - - - - -- -- - - - - -- --------------------------- Payment check 5140 TOTAL: ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES PLAN CHECK - RES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Amount 45,620.38 45,620.38 Account code Current Pmts 000/322.100 14,474.28 000/345.830 - 135.32 000/345.830 40.00 000/342.400 319.50 000/345.830 185.00 000/344.101 100.00 000/342.400 1,137.50 000/345.830 -.50 402/379.004 9,825.30 000/386.904 31.50 401/379.004 17,283.12 401/379.002 240.00 401/342.400 60.00 40 9716 1, L0045b20.38 401/343.405 .00 TOTAL: 45,620.38 z �Z W JU UO NO W = H N LL WO LLQ CO)� = F W z HO z F_ W W U� O CO. OH W U_ O .. z W U= O z R. roe City of Tukwila 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 I (206) 431 -3670 RECEIPT Parcel No.: 0179000965 Permit Number D05 -392 Address: 12246 46 AV S TUKW Status: PENDING Suite No: Applied Date: 11/07/2005 Applicant: DOAK HOMES Issue Date: i Receipt No.: R05 -01617 Payment Amount: 1 Initials: )EM Payment Date: 11/07/2005 03:45 PM User ID: 1165 Balance: $2,023.98 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5082 1,571.89 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,251.89 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 70.00 Total: 1,571.89 a 37 J 9.:1.1.171�.10�3 :7:1� TUT�II_ +... doc: Receipt Printed: 11 -07 -2005 4w .:t .i.t. �.4. w�. 5.� .ji�nn�S'..x wig,. •: . nFAYb+ iAi:./. �i.. w.:. l'..vU.!� +ni:.:SU.'.liYj1::.4 v.VAi i1.'.�..w. :J.n.:'.k.V`+r`'::lt.r:.H�M. N.k a,�i.Jp)Xf_ Z Z �W QQ JU UO (1) CO) LLJ J i S2 LL WO L L Cl) = �W z X F- r~- O Z H-. W W U� ON 0 iF- WW H H �' O •Z W U= O ~. Z INSPECTION RECORD Retain a copy with permit 3 r; INSPECTION NO. WPERN CITY OF TUKWILA BUILDING DIVISION i v y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431. 6 0 Pro'ect: Type of Inspection: dress: Date Called: 1212 � y� /A/S Special Instructions: Date Wanted: //- z p.m. Requester: Phone No: -3,72 5d I Receipt No.: Date: Z Z 6 00 (I)c C0 III W 3: J I.- S2 IL W O LQ Cj) Cl Z 0 Z l'- UJ 5 C0 0 C1 W C.) Z 0) O F- paid at 6300 Southcenter Blvd., Suite 100. Call to sechedu . te reinspection. INSPECTION RECORD Retain a cop With permit I Z)d5 INSPECTION NO. ;PER i• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: d144* ��o�t�� Type of Inspection: ,c nl�,:7 Address: 2 L/o �G U Date Called: Special Instructions: Date Wanted: a. m. // -�: -v Requester: Phone No: 69 40 C . f I� t` 1 F Approved per applicable codes. Corrections required prior to approval. COMMENTS: s, z G, , -� r' /,��n � 5 c' �'UrJ✓ ,� f /� �� f�rfi � ry �' s'V 4 l' f'. ' 3 r' I; InsaeMr r Date: O d (P I .00 REINSPECTICIN FEE EQUIRER rior to inspection, fee must be id at 6300 Southcenter Bl ., Suite Call to sechedule reinspection. Rec 1pt No.: I Date: Z Z `~ W W UO N Cl) LLI J = N U- WO 9Q =d I— W Z F- H O W H W U� ON o t- W W I.0 � v_ ~ F- 0 z INSPECTION RECORD D05 -39 D Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: DoaK NoMes Type of Inspection: PW Fihc(l Address 2 2 46 46 IV e S Date Called: V Special Instructions: Date Wanted: U a.m. 1 0,...10... 06 p.m. Requester: Darr I �r Phone No: 206-403-36 Approved per applicable codes. Corrections required prior to approval. +t L� 5U. �w COMMENTS: C ; tj Inspector: C Date: 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. I Z Z i~ W IX UO ND J = �LL WO J u_ ¢. to To �W Z H E- O W H LU U� 0 (31-- W 0. LLI Z U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -31 7 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: m, Requester: Phone No:. Receipt N O.: Date: t � Z Z W J UO 0 CO Ill W = C0 LL WO �_J LL Q N� = �W z H O Z H_ W �j U� ON � F- W 1- H O tll Z U= O H. Z " paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD _ Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. I �.W I: Project: Type of Inspection: DoAg- Address: Z A Date Called: 9/ 7/ 0 6 Special Instructions: Date wanted: C) / �-5 a. m. A 6 p.m. Reque ter: / d"L Phone No: COMMENTS: _r. ' Inspector: Date: C �/J�c Receipt No.: Date: U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ,: .,'a. uRo-l. , aw:: �;. 1wr. �:; o+: �+ 7�c':.' �' kya .,Fix'."..a`'� aA:.w"±a ;11�1.;.i.::i:�u., .�d.� .��:,...._ �, I z 3:Z �W UO ND W = �U- WO LL C0 = CY �W z I— O z l— W �5 �p U O- O F- W W H C.). W Z L11 U= O z t!. 11.3 t +-• t'4 t '<;'t -. 1 1, L 4 INSPECTION RECORD Retain a copy with permit J` INSPECTION N . j 06)4 A 3V- _ 36 CITY OF TUKWILA BUILDING DIVISION 6300,Southcenter Blvd., #100, Tukwila, WA 98188 X0 y Project Type of Ins pe tion: Addr : l — Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. FI Corrections required prior to approval. Inspector: / Date: , $58.00 REINSPECTION AE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 7 f � Z W W JU UO Cl) C3 J = H !2 LL WO J LL = W Z h.. F- O z F_ W W U� O N. 0H W HZ LL O .z w CO O z INSPECTION RECORD J Retain a copy with permit INSPE01ON NO. P O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �! Project: < Type of Inspection: Address: / 2:2 Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: Approved per applicable codes. rq Corrections required prior to approval. LZ-111 COMMENTS: <; ,K-e 1nyb4,4r- 4A,' ' 44 nspector: —7e:— $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. receipt No.: I Date: z Z J 0 0 (0 0 (1) W W J !2 LL W O. ILL cl) a W 3: z l!— l!— 0 W W C0 0 J3 W W 3: LL OL z 5 0 P: X: 0 1— z INSPECTION RECORD t � — Retain a copy with permit v�� `'� I; INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1!' Project: Type of Ins Approved per applicable codes. O Corrections required prior to approval. 1 i L., s mctor: $ 8.00 REINSPECTION F�E REQUIRE p id a 6300 Southce B Suite Receipt No.: ' ++ ... Y�rlFil`ro��a'"��d� ' I#iS v iw "'+•^. �xd'l.` +zi�:;i u z 2H �~ W UO W= 9 L W O LL co = UJ z F— F— O z I— W �5 U� ON OH W F— H LL Z 111 N b H O z pe Address] 2 L/ / � � � J � Date Called: Special Instructions: Date Wan ':_ 3- a.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. 1 i L., s mctor: $ 8.00 REINSPECTION F�E REQUIRE p id a 6300 Southce B Suite Receipt No.: ' ++ ... Y�rlFil`ro��a'"��d� ' I#iS v iw "'+•^. �xd'l.` +zi�:;i u z 2H �~ W UO W= 9 L W O LL co = UJ z F— F— O z I— W �5 U� ON OH W F— H LL Z 111 N b H O z INSPECTION RECORD r / Retain a copy with permit p s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ;1 Pro t: Type of Inspectio IIVA- R Adam : Ce A411 Date Called: Spe ial Instructions: Date Wanted: a'M p.m. Requester: r� QO O off• Phone No: .� «.. Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. W-11 . 0 Inspector: Dater, 58.00 REINSP TI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: -j� vP q: �K''�c�, ' ?`,- fit' .'•'`' .._...:'�' �'i`; >, ' >S?t:. ..._ ..._"?__w.. ki Z Z �— iF' W 0 O Cl) Cl) L WO U_ � �W H = ZF- I— O Z I— 5 U� O� � E- W F- 0 W 111 Cl) O Z ��� +•r .r.w«�sarA�? . r1Cy�+" r� ?'�t �'- .i�'..��ti'."�� 1> pia 1�' tk 'F'�3.iI�,`�`.�'�$r.C' €�^K.`ty _ N.cwc vl •. INSPECTION RECORD AQ { r ' R etain a copy with permit s INSPECTION NO. PERMI iN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 u .. ff' Project: � �4 Type of Inspection: t Add r1 � , J v s� Date Called: Special Instructions: Date Wanted: a.m. Requester: " Phone No: proved per applicable codes. Corrections required prior to approval. COMMENTS: N . F ' tY .f' :? Inspector: Date c; $58.00 EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: .... %�R'1'>f�,r'11:!NC"�Sc[^^, .vw.v- ur- .a6•r ✓.. i : 'i'C:; r:. x4.:: + Z 1~ IZ LL C J U UO C0 W J = (0 L WO J LL (J)d = W H =. Z� I-- O W ~ W U� N 0� WW H� �O til Z Cl) O ~ Z I Y Ur I UKWILA DUILLANU UIVIbIUN �6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3�7X Project: Type of Inspection: I I Address: Date Called: Special Instructions: 1 ate Wanted: a.m. Requester: Phone No: > F Approved per applicable codes. M require d prior to approval. M lecelpt No I .: Dat 7 — Z Z W 2 D J 0 00 U) a CO W W X LL WO M � 9 -J IL CY W 0 W � W LU 2 5 D 0 10 CO 0- O h- W LLJ r 5 O tll Z' Z L----1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMI O. Il CITY OF TUKWILA BUILDING DIVISION � ' l'. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 �. Project: xno 9 1 C 17`01"4 5 Type of Inspection: . L�Z� AJ Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: X06 - - C3 s3 Approved per applicable codes. Corrections required prior to approval. Insp c or: uate: $58.00 REINSP TION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z ;= Z �W � � UO . N W = �U- WO 9-J U. Q to = i .. W ? I F O W F �O U ON D H W W u. O ill Z U= OH Z .,, �, . n..^-`, ��. a. ' n•ar�••-- r ";'ac??.xesr.�r trj ...,, -•..�; •.i ^ y- ' :1 " :r 1 �- r '� - ;.t^ .....- �- .,.;.:. INSPECTION RECORD Retain a copy with permit i INSPECTION NO. PERM AN { CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 i. 11 . y: 4 r i z. f, ;q S � t . Project: Type of Inspectio � r Address: / Z ` to Date Called: Special Instructions: Date Wanted Requester: Phone No: Approved per applicable codes. Receipt No.: Date: Corrections required prior to approval. $58.00 REINSPECTION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z Z Q �W W� 00 O W= �w W LL � = F- W Z F. f— O W F- �j U O (� 0 t`- WW H� _O z w v CO �F- z INSPECTION RECORD D�5 -92 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION !j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Doa lC Horn es Type of Inspection: 6D Address: I 2 24 L b Ave S � Date Called: 6-2-06 Special Instructions: Date Wanted: a.m. 6 - 5-0 6 p.m. Requester: ) Doak 1Y Phone No: i, a er 11"00; i Approved per applicable codes. O Corrections required prior to approval. COMMENTS: au � �� c� v I JL Receipt No.: Date: Inspector: Date: rS� M 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ',...;s..,. " .�.._.. -..:._�� - �- �.._°,� -�. 7�1 �. b. . , �ty :,. .. � = --- gin---- •'�'"�*rs.�^,....,.. ,. ;. .. Z iF-Z �QQ W W� UO Cl) 0 J = (D LL W O LL 2 W Z H WO �5 U O� 0 F- W H� �O W Z Z.) Cl) P H O Z INSPECTION RECORD Retain a copy with permit INS PECTIO"O. PERM CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-367 r Project Type of Inspection: /,/—' Address: / z2y-4� ?-Z Date Called: Specilal Instructions: Date wanted: a.m. Requester: Phone No: F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: 7 Date;_ ECT104 FEE REQUIRED. P or to inspection, fee must be ithcenter Blvd., Suite 1 0- Cali to sechedule reinspection. Z Z W JU 00 (/)a C0 w W J V) LL W O 2� 9 -J LL C O O W z l'- 0 W ~ F- W LIJ 5 Cl) 0 0 UJ UJ x () F- - F- — O ~ Z Receipt No.: Date: 7 Date;_ ECT104 FEE REQUIRED. P or to inspection, fee must be ithcenter Blvd., Suite 1 0- Cali to sechedule reinspection. Z Z W JU 00 (/)a C0 w W J V) LL W O 2� 9 -J LL C O O W z l'- 0 W ~ F- W LIJ 5 Cl) 0 0 UJ UJ x () F- - F- — O ~ Z INSPECTION RECORD Z) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Z70 Proft Type f I C t . 0 WM7 - < --A' I lk" 0009 Address: Date Called: Special Instructions: Date 4Wted: P.M. Requester: Phone No: Approved per applicable codes. Corrections..required prior to approval. Receipt No.: e: r. Sr , lit is Z Z W JU 00 U) 0 C0 W W:c J �— CQ LL 0 -j LL F- W 3: F- 0 z I-- W LLJ 0 0) ❑ 0— ❑ F– W LL I X lil LL Z Z 1 11 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD h pr,�3p,�. Retain a copy with permit V t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I: r' Project: D HD me5 Typ S l�spection: V YV M Address: , ! Ave S Date Called: 4- Special Instructions: - ;Phone Date Wanted: a. M. Requester: DG1 Vr ), Doak No: 2.06 /_P Approved per applicable codes: Corrections required prior to approval. �011 . COMMENTS: - o T-sa:x -J' � I I? ii is 1 J Inspector: G Date: � r ��t No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. t- Z }�- Z W QQ � JU UO NO J X: �LL WO LL � = W Z� ZO W U� 0� W UJ F- (I LLJ z U= O Z s INSPECTION RECORD Lev 5� Retain a copy with permit INSPECTION NO. PER NO t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 L Proje < Type f Inspecti n: I v S ye(J in/ Address: 2... y 14-V S Date Called: Special Instructions: Date Wanted 0 r a.m. r .m. Requester: Phone No: } 4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Imp ctor: Date 0 �.. / a $58.00 REINSPECTIO FEE REQUIRED. Pri� to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z �~ W �aa � JU UO ND W F- NI W O. 2� L? cod = W z f.. Zo W U� ON 0 1__ W H 5 IL Z to 111 O z 1. ATTENTION ❑ The next image may be a duplicate of the previous image. ®, Please disregard previous image. ❑ Please disregard previous 2 images. ❑ Please disregard previous 3 images. ❑ Other: :i i t z �w QQ� JU UO N� J � N U 0 �a = W Z F- O z F- W W U� O CO U� wW � �. U- O . z . w U CO O ~` z .. Z W J U. UO CO W = I-- N U 0 �J LLQ U = a �W Z F- �-- O z�- W W U O� O I- W W. �U O ui z U= O h- Z I INSPECTION RECORD r Retain a copy with permit INSPECTION NO. i R -33 - C VW ITY OF TUKWILA B UILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 70 } Proje bo i4- e- - �- � Type f Inspect* n: 4 �a v � S Imo �i / yv Address:. t 2,q to L U S Date Called: Special Instructions: Date Wanted p _ / /-a.m Requester: Phone No: X Approvecl per applicable codes. Corrections required prior to approval. COMMENTS: , p ctor: Date*� -7 -- / $58.00 REINSPECTIO FEE REQUIRED. Pri to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: W z `~ W UO ND co W �_ CO LL WO LL to =a �W z H a- O z�- W 5 U� O- o I-- W uj H� LL- Z tii U= P O z INSPECTION RECORD Retain a copy with permit INSPE ION NO. PE U TI, CITY OF TUKWILA BUILDING DIVISION .. y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: V Type of Inspection: A II S h Addre s: 2 y ( r9 Date Called: Special Instructions: Date Wi - (' Requester: Phone No: M Approved per applicable codes. '®Corrections required prior to approval. COMMENTS: V 5 .00 REINSPECTION E REQUIRED. Pr} r to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No Date: Z �Z '~ W JU UO CO (D L w �Q N� S �W Z z ° �5 U� O co OH WW �U L O •• Z W co O H Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Projec Type of Inspection: Address `( � � Date Called: Special Instructions: Date Wanted a.m. :7 --/ 3 - <-) e ') p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Inspec Date: J4 1 3 r v6- $ 8.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. 11 to sechedule reinspection. ceipt No.: / I Date: i Z = 1— �~ W JU UO N CO W J = Cl) o W� u_ N d = W H Z F- ZO WW U ON OH WW H( LO W Z U 0 H O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM. N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 431 -367 Project: Type of Inspection: r� Addr ss. 1 5pecial - instructions: Date Called: Date Wanted: a.m �. Requester: Phone No: �/ 1 u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: t �S Z '~ W JU UO UO C0 W J = F- TW W O L? cf)O = W Z� WOE UJ U� N OH WW .. Z W U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. WPER ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspection: r Address: ��� Date Called: Special Instructions: Date Wanted: a.m. S h Requester: Phone No: Receipt No.: Date: :1 I Z f Z W UO. UD C0 W N lL. WO IL (0 = W H ? H Z O W U� N 0 F- WW H H LL •Z W CO) P x O Z '—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. rrom; LUMbtHNkN:S I RUSS DLV 253 735 1128 11/0112008 15:43 ft190 P, 005/0019 L.UIVIBERP�1EtVS TRUS�� FOR 12-0-0 DOAK HOMES � I 'r -- -»--•. 1 r�ara_'-- �. i•::: rr- �. c._. �z�,.;- ;-- ,�-i..r- •.,j....,.,..._...n ._. _ -..'." _-- ......_.,.• ... I I'iCH. 11IL0Wcf2; � Nf,1Tk .yis »_�_......_. I I ! , � . �. �.-.............,.,,.-.• �+ •..,•r,...,,Y,Y- ...•..— .,....:. :.r:.,. v:,.;.�....:rr.,.,......._ ' FIE.f56`"Al:•+'•RUSS :�Affi - AiriH Sows or '. i ; � 1 STANDAkP � Ig�r,•Y....,..�,_._ ..z�.,,»_�..._....a......... �.._..,.,......,.� �.ro„ ' 13 TRUSS HEEL � r »r�c•Alunf.�ul,i� i i .. 1 r_ ........- „...,..,- ._...- ...... , ' . r.,iN 11,f'_t: •(It a; ( ' � . • INTEii5°_f:TK iN Or GABLE . `:.,.. - .._ �...� .....r........._ ... -1. -,.... - . -.,.. t-” _ 5TUUAN` TRU5i377P , 1 r � ii I •, �.• � •� ; I , � , ..— , — mss —� ..a_..v r -r,.. ., .-. ••r -. — '.+�uv::ru�� . -NI7 RA T . 'f'r,' ,.,:- �:� �sntY: t�• �: � •_.:..n.�.araa�as:cz:i::s:r...: •�`.�__ V\ { '- ra.�r..+.� .....fa�i.. aim. 4t a. sYa- •.,•.:,•:r1r, »_....r- n., ralrr-= _T.- iT•t'1 -�, F. �i �o; l fi"�,,.' °. .. .....:}; TIC: �. L_. ._.:.,._..,.,._...m.,.n- ,..�.,, >r • '� °� 2006 I ,� - ' .Cil�.. — y _, iY�1.1, BUILDING DEPARTMENT S � -Ea -f7 Z Z �W QQ � JU 00 CO 13 W W NW Wo u w Z Z O W UJ Dp U O tr- WW W U= Z in 0 0 e 0 C3 a Cl C" J* rj 4 V7 ao D O tV t O T r w [V r M I— m L0 tM r k-1 d M ig F•— LLI cc M 0 L '1N3Wf1D0 SS3� SI 3nVd-A SIH1 I Yn000 3 N30IlON SIHI NMHJ ?�H31� i Symbols j, PLAM LOCATION ANU ORIENTATION 4.7-er dt- -r pkile all wkil ul?it_t i X. y offsets are frddu-'ated. Dkriens'Ions are in ft- St- Axleenths App,/ plate.; to both sides of rruss and f!- embed tep - h. 0 I For .4 ,c 2 alertatian, lO --:lto plates v -' ^i' fr(,ir 01 nskle edge o: truss. Thits symbol kidictalos Me r6quired dimcibn of slots 'n GOrneclor plates. • Mate tocatton details available In MITek 20 %0 sottarare or upon r+egliest. PLATE SIZE 'Frte fist di-neosion Is the plate 4 X 4 :vidth measured prrpendk ! tor to slois. Second dirrenslon is the length Erroll. ?I to ;lots. LATERAL BRACING LOCATION Numbering System t 6-4-8 csn:+ n :.ant sIr_ H^ ki I:•ir- slx.T- ewt • 11.,rrwang nc.t r 1 2 1 0 O i) I F JOINTS ARE GENERAU.T NUMBERED /LETTERED CIOCMSE AROUND Till TRV;S STARTING AT THE j*!HT FARTHEST TO THEE LEFT. I i t CHORDS AND YJEBS ARE IUEN SED SY END JOINT N:IMBERSAFTERS. PRODUCT COLE APPROVALS ', ::C : Rc-p- :its: ;nd:catad by s�rrTbal show:l nod: c. j . by tax.' In the bracing sectfcn o the otJipllt. Lfse i, I or b:ac' -Q l if indicated. I 7 SR -131 ESR -1352, ER 5243,96r--4B, ?7.33,95-4.1, 96 -31, 9567? NER -487• NET I -561 95110, 84.32.96 -67, FR 3907, 9432A - -- General Safety Notes Fri;lure Io Fo ;low C.-uld Crjul e Pr fy Dclmage or Person"ul injury ; 1. A. Crlitisrwl; tabi5lybrminv e.g. ( U i r BEARING I Indicates location wtte:e bearings I (supports) occur. k:orrs vary bur (L� 2M6 MiTekO AR Rk hL: Re%erved recc(iori section - Indicates )ant _. _ ._— .._... -- -. _ . _ ... -•.----- - n11 where bth rx:cm. 3 I c cxt :,rot axa l n ti.k?u. is Ilvriryt �- .tea ; :J. LC ?. L'n :'�ucJr•s In :r..i tr dhk rr..l r;a cl , t' r..-r NA i N ?'�L�(t7 >>pIR YH,.I'•"iYl;$K.q 1 UtP,lO {ldr :(•.'!': d'IiMay.:) 1 f IYKM1'rPi��a•: hlur.�(rg, ul �as�nuliv ;r f L a E' :w'it•uiut i 1'Ir ra:ii :iv � ; _Y.l i:Ufl)IC:lNC t. "S. Ik., el:: x:. rttl ltr.: Ut ,ii�r,k, :rarep,ltirw•. ;tlhl )i :n „( 11 rU 1rjlMrlt ••'! 11>•'s�i : :: llir�r;: �/ Lhry, ;t.t1 ::1,))C). l I'mV1 1 r it y :tetig w.:, cm, � i:C r+lt ■:r Ir. :aretl,� :l r+r':rpas. ;, ^rl rner.Ihcrt tat hAr. ttghly r1l�cslntt ArXh = :1l7r7-- 4. ?%orre IY:ilAt on :.rtrh Iri, A ,f :nat fV r••ry_n i )Nnt axi anbed e_My Kroit and wrrlr at u,ini bccrtiort roc wo -Anted L•y •.Ml,'TPI d. 7 . L-M,"t OMmes lrwet v i1 be su:toi* prolectsd frcr f I ln�pervi )nrnewInr!r::tjrc:w•thAm wf-l:. 8. I,n:A;; othenivLe noted roars :Xe confenl of runoa ,hob not 6c' �ed I 9 cif 2'. no of 1 - obseUUArI. i o. tlnie�s ar.;,r�sl� noted, fh s dE�l s not oc�GrtlL�lo !x use YAM tire re..lckiM. prerervairvo froohni cr yre:: , k me.r. i 1G. Cam,lor% c nmstr ctu consfdoro!ioa and 's `►+a :oSN 1r5fyof CAr:.1u!Cv0cG a=nb.:: l6r deod !acid de tklc tim. 1 Is. FW f vpe. Aw. cxK - , align •a?.i :, :x• <.1m& sie* eun`i,ofvd afa tik imum uicalirg tet:s ;eraxils. 17. LmMe. w;xl - , k if I*i ut Ilrt: :prties ecr : : :�. r•rrl :1ntl:t•trwr.IS. ?r1r.t IM {T_; l :k ;r l! �j��r•11•P:t. 1 3. Top chords must to sY,--<rlwa tr pu&r s t vn.r:ed at sparing ind'icoled on cintign. 14.3011 c:ho require foteral brec.-nq of 10 It. spacing, ortess, if no coWng i '.Mtaled unim- olherMso roied. '5- C04 MI iho'ml (Yu Ito c ; , ponZity or utha,s. '6. Do not cut or otter In-” me:n!xr or glole without p4-,)r cvrxo% of m en*lecr. 1. lasfa" and k,.ri v0icoly all doss bdcatecl other"he. 18. Use of green or Ireo!ed lutnt)err. posy inct..:ept x[ A enviromrmlat hadi : or oectaana!n.c t, k. 'll vrili: t:T 60 or'Strleef L -C:olc .+Sa. 19, Rwiew alt PWkAe (,1 tltu atr,si(pt (kurll. LAX.L avurd; Ind vidtuw) Latent: trw. kuv1trv1r?y T,ia_fu:r., thirty howl static end. 20. D^tlDn rrt•!lntrc rrrnaufrx.tive rr: alct:utii.rnrr, v,ilh A1vS1/1M : (�rktGr/ rrifrrin. t 8 7 6 b i I 1 industry S 1 ' P.NSIfT('I': `�ciicxlnl f)e..ign iper kt7llln for Mef.71 -'tale Connrcted Wood Trus> Concinlcticn OSB-$F: tJesiyrt Slartdal :� (a `»nch:g. M i Te k B^ S11: Building Component Safety Inforrnaton. i on Guide to Good Practice for Hondrng, P OW ER TO PERFORM." I Into ling & Bracing of .Metaf safe l (— Connected Wood Trusses. Mlrek Engineering Reference Sheet: MR - 7473 3 I c cxt :,rot axa l n ti.k?u. is Ilvriryt �- .tea ; :J. LC ?. L'n :'�ucJr•s In :r..i tr dhk rr..l r;a cl , t' r..-r NA i N ?'�L�(t7 >>pIR YH,.I'•"iYl;$K.q 1 UtP,lO {ldr :(•.'!': d'IiMay.:) 1 f IYKM1'rPi��a•: hlur.�(rg, ul �as�nuliv ;r f L a E' :w'it•uiut i 1'Ir ra:ii :iv � ; _Y.l i:Ufl)IC:lNC t. "S. Ik., el:: x:. rttl ltr.: Ut ,ii�r,k, :rarep,ltirw•. ;tlhl )i :n „( 11 rU 1rjlMrlt ••'! 11>•'s�i : :: llir�r;: �/ Lhry, ;t.t1 ::1,))C). l I'mV1 1 r it y :tetig w.:, cm, � i:C r+lt ■:r Ir. :aretl,� :l r+r':rpas. ;, ^rl rner.Ihcrt tat hAr. ttghly r1l�cslntt ArXh = :1l7r7-- 4. ?%orre IY:ilAt on :.rtrh Iri, A ,f :nat fV r••ry_n i )Nnt axi anbed e_My Kroit and wrrlr at u,ini bccrtiort roc wo -Anted L•y •.Ml,'TPI d. 7 . L-M,"t OMmes lrwet v i1 be su:toi* prolectsd frcr f I ln�pervi )nrnewInr!r::tjrc:w•thAm wf-l:. 8. I,n:A;; othenivLe noted roars :Xe confenl of runoa ,hob not 6c' �ed I 9 cif 2'. no of 1 - obseUUArI. i o. tlnie�s ar.;,r�sl� noted, fh s dE�l s not oc�GrtlL�lo !x use YAM tire re..lckiM. prerervairvo froohni cr yre:: , k me.r. i 1G. Cam,lor% c nmstr ctu consfdoro!ioa and 's `►+a :oSN 1r5fyof CAr:.1u!Cv0cG a=nb.:: l6r deod !acid de tklc tim. 1 Is. FW f vpe. Aw. cxK - , align •a?.i :, :x• <.1m& sie* eun`i,ofvd afa tik imum uicalirg tet:s ;eraxils. 17. LmMe. w;xl - , k if I*i ut Ilrt: :prties ecr : : :�. r•rrl :1ntl:t•trwr.IS. ?r1r.t IM {T_; l :k ;r l! �j��r•11•P:t. 1 3. Top chords must to sY,--<rlwa tr pu&r s t vn.r:ed at sparing ind'icoled on cintign. 14.3011 c:ho require foteral brec.-nq of 10 It. spacing, ortess, if no coWng i '.Mtaled unim- olherMso roied. '5- C04 MI iho'ml (Yu Ito c ; , ponZity or utha,s. '6. Do not cut or otter In-” me:n!xr or glole without p4-,)r cvrxo% of m en*lecr. 1. lasfa" and k,.ri v0icoly all doss bdcatecl other"he. 18. Use of green or Ireo!ed lutnt)err. posy inct..:ept x[ A enviromrmlat hadi : or oectaana!n.c t, k. 'll vrili: t:T 60 or'Strleef L -C:olc .+Sa. 19, Rwiew alt PWkAe (,1 tltu atr,si(pt (kurll. LAX.L avurd; Ind vidtuw) Latent: trw. kuv1trv1r?y T,ia_fu:r., thirty howl static end. 20. D^tlDn rrt•!lntrc rrrnaufrx.tive rr: alct:utii.rnrr, v,ilh A1vS1/1M : (�rktGr/ rrifrrin. t 8 7 6 b rrom:LUMHERMEHS TRUSS DIV 253 735 1126 11;0112006 15:41 9190 P. DOME 1 C-22910 Jd soc !xxF rxwa I s I rs<s�o:z,w� I s Hirfminee IcEtb wl ' ..-.� c _ um:ennun.Atar ,6- �......�- �..._. E 1 i r 7rvsl• pinl,lttiiYAfre9o• fb�..:ul,;s�8)f'H7rYtnoiti•ru,tr t.o `r.. "9f • a.tl�i 'yj,iyT'ati2 t, NOTE 1) Unbaltnced rod Nvo loads have balk, wnsk)erdd klrtn•s design. 2) Wlnd: ASCE r-02; 36mph; h%25ft TCOL- e.0pst; SCOL•6.0psf; Cawgory h; Fap A' endosed; C•C E.K'0412); condlover left acid 'lg :it exposed; end veNal left and t•pht exposed; Lumbar D.L-' "'3 pals gnp DCL ■1.33. 9) Trues designed for kind bads In the plans of to trvas unly. For snids o,Woeed to kind (nomsal l i he face). see Standard InduFty Cable 1 End Details as applicable, or wrra ilt quaMed building designer as per ANSVTPI 1.2002. r 4) This trues has been dostgnca fora 10.0 par bottom uwrd ;ive load non:arrounent with eery othof 1W loads. 6) An pates are 2)-4 M1120 urtess Irtorwiso ind,catea, B) rhls trues requires plate mspw,tlon per ft Tooth C-111 LfelhW when thiti Urns to chosen for quality ail c mice Inspoctlrm. 7) Oabde requkts wntnuous bottom choid bea•fng. (1) Gafae studsaraccid a` 1.40 oc 9) This truss Is deoigned In accordancowith the 2003 Imemotlensl Aes:dentlaI Code sections R302,11.1 and R602,10.2 ar.d rVorarceci stcnCLrd j%8Vrrj 1 LOAD CASE(S) Standard H r . r - ^---'---v. wnn D. '' ,dc lor— o,vv v ilh Mask umnectut tbb desk,n a toted onq ~ oarervlwn ux�, o►y 4 !or e. n ha Wm' euiclire corp«.nr. AP=6b ro areciopa:r�anc'nat stab. MrIhMoonlit" ot: wOe L+ pyxst„-.er•rathasdrnpner %h mm �/������ 1 kk-rgyrOlsuoocdoshjwcvc *imt>merrCworuv. Addnono, le•n,worybro�n0lon rrruahrldvrw conttruwa wrwUwruCilN. /a tlw M e0ota. Agdrdwl pl:rnonanl C••aehq d rM ow•pl stuc�we N *te rllpoMntHyct 1M a�Icblp rlerlpnu. l=: • yvnwd pukkn:t rr p.udtr+y rc:rr ,u w....rw• ta klyin n.taueYN yMob efromI Note Need $83 rwri . - t /1f %vi Rruoltly Crttlnc, 0!a_l7 arw {CAi �.adYla Coelponwll 7rr7 GNlrel'[ floc buts fay ; SOMNInlansolos nvsslobhtramtivps IOb1�aMute. SWnVrensaJlro.NOdortWt:J7T7.�__ z Z. LU �2 D JI U UO NO C0 w U) LL W o L L CO s a W z� �= o z �— 25 U� O � WW �O •• z UN H H. O z Eroc1:LUMHERNENS TRUSS DIV 253 735 1126 11, 15,40 #1Q0 P.072/005 - -.._.. ._ -._- •rn,ss !ries7��c - .._ —. —_ -- --••15y '_jPiY- -� Ftiv:fu�IT- -- -,__ _ -- _�......._ _. i.job itgCMrw�. +rtr - ... . , - -- __. .� ra.ispii�u'n&m`ac. :�•KkIW3w 6: _- _._..- ._._.._ - '�,;�,;en+ xcewklcurnr.. :x. .,oa3l0,i106 , ce+ Iaa 116L { 2 3RACING- ` 1 rr 0 . A1 i CONN. I " f GABLE S l)n5 HY OTH?(IS. i ; � I ! ! fl.u• c . . ,I II :Ins M 1120= :v W 37 R W As X03 Mike'= NEW EitARIN1a LO{:' r1 =V1' F:EJt1_:TI0N O .334 LS. _- ...._.__.— .._.. -.-.._ 26 0J %6. i �►,g is 1..0.p -13.' +15 NEW R A_TIONOr 1•):%L GENERAL REPAIR N01 ES: 7 REPAIR IS F OR CHANGING SEARING COND. FROM CONTINUOUS BARING TO AS SHOWN. �- 1- INSERT 2X41nFNISEk (SPF N3.2 3 Btr G,) CUT TO m AS SHOWN 2- ATTACH 1/2" COX S rk•'•, PL•YIMOOD GUSSE T TO EACH i OF TRUS: IrP T I 10d COMMON WIRE NAILS (0.148 "X3.0 ") Q 6" O.C., - ROWS V18TH - ME MINUA11M', AMOUNT OF NAILS SHOWN CIRCLED PER FACED C)F EAC : MAEMBER. 6 5132 NXP.1, 32/1F, SPAN RATED O.S.B MAYBE SUBSTITUTF FOR PL YV/O- :D. P !dle :,rtset .(xA_ -.o LOADING (151 SPACING 1.141 C•'tiI DEFL to (loc) 11de11 Lid PLATES GRIP TCLI 25.0 Plateslnuease 1.'n6 1C 0.75 Ve,1;I.L -0.01 21 n/• 120 M 12 3 1.15l14C TCDL 1C.0 i Lumbar Increase 1.'15 El 0 rA Verwl•.i 1 .02 21 90 BC•LL CAI i ReP5lrass!ncr YX1i W3 0.07 ! HDV(1L/ 6T9C 23 rYe n,% SCDL 10 1 Code IRC200311'P:.002 WatriM i rl,:,gnt• IV 1.i, LUMBER BRACING TOP CHORD 2A 4 HF 195CF 1.5E TOP ,HrRb St'uctiral w3t)t slivalhing c m avo:ied or 6•C - c+u,•xudns B07 CHON,D 2 X 4 HF 1660F' .6E UOT CHORD Riq:a csl;rQ uimc•J; apPtiacl or 17.0.0:x: bro7n0. OTHERS 2 X a 4F SwdAlid REACTIONS (;Wsize) 2- 24V264.0, 30u. 11,23 -n•0, 31;119!20.0 q, 53 120 :a0-0 0. 34u12Cr C 0 0, 05= 12.3r`f C -0. ss =111128.21 U, i 3 121 /:6.0 -C, 218= 16128 -0 -0. 1a= 14q/23.0 -t, 24- 11y'26- (x0.28 = !10121+•0 -(•,27 =12)29- C- 0, :�5 12Q/23Cd, 2?•n12026.0- 0,24a!21N6-. 23x11` /i3-0 t, 22=14&'26 -C-3, ZW4117.8•0i0 Mix UP'•itt2- -7r (loaf Late 3), 33- L•24rload case:). 3W. B :iow1 cas7 3), 354 19(km. case 3E� -Aloac case S), 3 6 x66 5), 366 „Woad caw :.), ZC - •24(Wc case' %X 27--16(lcvo Case 3), Casa 5), 25- 20(lo3d case 3% 24- 1 5(ioay mse 1.i; 2'.Y -• 4(kxid .ase 3), 2Cu- ?l(!oac rasa 3) Max Grav2- 2.1(loso ^asr'•),x ii Weed case 1) 37- 1216"cadCage 4),33- 121%c i :adcase 4). 34- 12C cod caa °1;, Y� ��C�= 35- ••120(kad case 4), 3e= 120t�ml case 41. 97 -121("d ase 1), :1801 S(iwd case 4) 59014 4Clload case O Q - �' 29�111(loac caps 5), 28-121 (Wd Luse 5). 2,>:12d(laad ewm 1), 28 =120ikad ace 5). 25= 120to:d 244 i 2 lQczc ase 1), 23u•' Sdoad case 5), 22ar1.14! oRd cb�a 5 }, L�'=241;1COd wt,e 1) ion' C r :. FORCES (R)- Marin•4m ComrressiomMaximum TGrmion TOP CHOR►3 3-4-3611 i, 4.5 -3211;, 5•b++ -32144 011=1=- 31 7-8 -32/d% 0- 9- 32il0e, 9-iO 33' 132, 10-1 1 ; - 13= »33/^, ?2 '3.14=-32/10E,"4- 16=- 015.15.15 =32183, 18- 17- 32/40, 17•tg* .;2/1 r- 1E- 700.3511• tB.U6=58123, 2P- 21LWac � % -, . - 4• BC- TCF(GRC' 2- 39=1184, 38- 39 -kX09. 37- :•8=0i89. 36,17=019B, S5- 3r1>:C /i1S, 34- 358069 3'c- 74LaAS, 32.3.3: -0ro9, ?' =0103, :4- 31 � :Y1t♦ 20 -30 -0 69, 26 29 =0 27• %8*OleS, 38 27 >Oi86, 25.111 -0/89, 14.2. ,'./89, 23•200 22••23+0189, 20.4 >0 4Y =68 61 -2. ^.� 8110, t1� :i2�C� /15 1> :1:� 94;sC, 8 3aYE+a34, 7 -35�- 03635, 6-0f,= 03135. S•27-- 36/34, 438 =2827. 3•: It= i ?0,'21 ! h s� C1�, ;i L V � ;2 -%6++- 94!•.5, 1:1.26 =•04/40, 14- 2/'+L•8313�, 15- 2C■- ':3/?..5, 1 ? - 2`r 93/35, 17.24+•EFfS4, 18.2?T 957. t9.2i*i121 :'32 �'`� 0,lbnJ4:J un MAW* 2 _ 1 F.Y. ?ii. ^�• On. 211 - ()ti I Octl 3'1,20L)C 7— , & PUW,7W • V�a117 1#apn yunuwdm and R&W AR7M oN =a An rNC msu mr=1tA;IIaLwa9 .VAOS AW-74” luro" ZTIi l D+Agn •nib r ;- u:* o W VA'h 14T.K u-xvwckm INS doilpn C•:s4d boon ovomo +x, Haver. rind 6 le m •no vUw�t Wiak,9 : xn�rtev. j , �nofc��tRyd7ttpr• oo• amunlatanea• opnlncorpxelat•: ICVTU' �MII: tI1 I, wrwr► h:+ tD .,Idilp�Y�rxr•notbutd�,r,•:na, er.>cr�6•o %r^, r M`'1jOV 1 1 Ir t r crrNCl tuopoA yt 4WMO•,al wit. merno4rt o vy. Ae:IK r�l n •.tponuy LmcYp "n r 6064 yruoMlr ct n rAx stxM.rn a thw •4spy fW 1�, 1.,i +,r J nrecla, �7edlonGes.mrvnrbv�DOtm4orerc�s err• tr�btrrre> tyrulb: rlettr. rb.' MnO�bns •.fXrjm•ronal9aneorrvartInC .�..i.,.,.�....„• $671•ow u4ni•y-onttelIforyrr dfil YaACI'ona,aorotYYnppenra r ta$t/IfltO+illyGttMo,Cis•NouJi . f'1DUtdryCcmoon4rtt 77r. I ICQMidLim SUPW !Ally dbRnadva 010W7s hwnll %ss Db+„ ImIlture. LIM 7•,n0lu Crw.. wtxfw•, W. W19 c►rLA rin: q :RS. G. S!6nC c. �.. ...:� :. . :.l.� w. ?y.; iL2.:,.: u:.,'.::•.:. a,.. :.a:fi:,n;u= r.�4�.:a.}j :a..i+," t.s,Fli.+.. �•;#a ,r.,w• +.+PiestEx'.'i,talw.w cap q' '*5.+, :�•�. r » <v Z �Z �W QQ � JU UO W= u S W O L J u co D = W Z� 1' O Z F- W W U� ON 0 �- W t- F u O -- Z W U= O F- Z From;LUMBERMENS TRUSS DTV ,Mi lo MiT Pa wir" TO arRF'omm.. 253 735 1128 11101/ 2008 16;39 #130 P, 1101 /006 AO G �"`�"o � Lam+ -�r�� 1 � `�M.�.�.� - ���r✓� Rc: 06 -2259 PLAN 1 00105 MiTek Industries, Inc. , GreEn:)A Lane Wig it'd Citrus r!erglns. CA, NW10 i eaep!tcne MA16.19W u� at81�)8 The truss dnawinb(s) referenced below have been prepared by MiTek Industries, Inc. ui:dcr n,v direct super Nicri based nn the parameters provided by Lumbermen's Bldg Cer.'ter- Auburn, WA. Pages or sheets covered by this seal: lL?33U5280 t�iru R- My license renews! date for the sm:o of WasfLngton is.kugusi 1, NOR. �n ! 30496 IN j j L y 7 I _ October 31,2 I Tingey. PaVner The seal on these drawings indicate acceptance of processional engiaeerng responsibilihj solely for the truss components shown. The suitabiRry and use of this component for any parriculm bulklir_g is the rrspomiWity of the building designer, per ANSUM -2002 Chapter 2. Z �Z '~ W WD 0 (1) CO LLI J CO u W } O �� tL Q fn D = CY �.. W Z F- H O W ~ W U O N WW H H LL O Z UW F= _ O 'Z y 3 v v4 Return Address: Darryl Doak 11812 26' Avenue SW Burien, WA 98146 Title: UTILITY EASEMENT AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantees Legal Description: THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0179000965. Pagel of 3 z != z �w QQ 2 JU 0 0 (00 J � 0w w U. = �w z �-- O z F- w w U O C. o�- W �O w z Cl) O� z r� UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the lands described as follows: z w LOT 1: THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: j LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN U o V OLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; w w J LOT 2 N U. W O THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: 5 LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN u_ VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; CY = W F- _ For and in consideration of the mutual covenants and agreements hereinafter expressed and other Z �' good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties w O hereto agree as follows: U l g Uco co 1. The owners of the above described land do hereby define, declare, grant and convey unto o themselves and each other, a non - exclusive perpetual Utility Easement over, across, along, in, W W upon and under that portion of said Grantors property as shown graphically on the attached v Exhibit A and described as follows: �- p z v THE SOUTH 5.00 FEET OF THE WEST 50.00 FEET OF THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: p F- LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION z TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THE NORTH 5.00 FEET OF THE WEST 50.00 FEET OF THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress, egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. Page 2 of 3 �+r�`�+t+�+:nr.S '.iw t i- �+ +:wJxtiii�sidtib�.sli2t +i�oi+ y.uCiai::0:1tL:ki:' "' �'t• ''+ �, �. a_ iva s3:' asS�mlF , wt6.itsr.,t+tivtiS'S�.,K.. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of the lot serviced by the utility, unless the utility is jointly owned and/or used by both Lot 1 and Lot 2. The maintenance /repair costs for any utility jointly owned and/or used by both Lot 1 and Lot 2 will be divided equally between the owners of Lot 1 and Lot 2. 5. The amount and type of maintenance to be performed on the any utility shall be determined by majority vote of the lot owners using the utility. Each lot shall have one vote regardless of the number of owners owning any lot. The utilities shall at all times be maintained adequately to provide the necessary utility service. 6. The herein easement and agreements may be amended only with the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. GRANTOR AND GRANTEE GRANTOR AND GRANTEE by: Daryl Doak, Sr. by: Estrella M. Doak STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of December, 2005, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to we known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 � - � : ..f..:.L..., _�4m1 �,iM: o�Ir.. vlu: cLl.; 3i$.. t4 :.iL..wEiia'Mew:iikn.:.wy'u.l., ` G , 3' ..S 6.: J: iD�Y. r'. L: d1: u�JLwuuki ,n`l'eLd::v:kbrinWiiL§i.� 3insGRrJ:kIA:' Z z w UO C l) ❑ J = C0 L w O 9-J LL Q co ❑ = �w Z F- �- O Z w U O —: ❑ F— w w. 3: O .. z w U =. O ~. Z t i i r t EXHIBIT A UTILITY EASEMENT Z 13 00 i Z No _O w ,.. L� S 89'17'24" E 100.01' �— w O Ll 1 Q o �D 10 PRIVATE STORM DRAINAGE EASEMENT O = w cy I 14 > z z � b 10' UTILITY EASEMENT M o > L o W° I ( 5.00' Q 2 Q U N l ,z rr , L o 50.00' 50.00' w ui w 11 11 E 100.00' 1 3 J r c H j Q r-- w i N N M Z co LO M M j S SCALE: 1"=20' 0 , 1 m l / S 8917'24" E 100.00' i 16 T.T. AN T ENGINEERING & LAND SURVEYING, INC. f P.O. Box 2598 WOODUTMM, WA 98072 (425) 485 -1089 �4 4' Return Address: Darryl Doak 11812 26 Avenue SW Burien, WA 98146 Title: JOINT SIDE SEWER EASEMENT AND AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOT 14, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. Grantees Legal Description: LOT 13, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0179000965 (LOT 14) 0179000966 (LOT 13) Page 1 of 5 z j- Z w Q 2 JD UO ND J = �LL w 0 LL C0 =w z i-- HO z I-. W LLI �p U Cl) o F-. W w. F-P LL 0 w z U= 0 z Y JOINT SIDE SEWER EASEMENT AND AGREEMENT WHEREAS, the GRANTEE has requested a variance to Tukwila Municipal Code for the establishment of a single side sewer to service two buildings; and WHEREAS, The City of Tukwila has granted this variance conditioned upon the Q recording of a joint side sewer agreement and a hold harmless agreement between the ;= w GRANTOR and the GRANTEE, owners of Lot 14 and Lot 13, respectively, as described 2 below and depicted on Exhibit A; and a WHEREAS, Lot 14 and Lot 13 have the potential to impact the flow of wastewater i; Cn 0 from the structures located upon both parcels, such that damages may result to either parcel W = from the other. -J � This Agreement is made and entered into this day of December, 2005, by and W o between DARRYL DOAK, SR. AND ESTRELLA M. DOAK, A MARITAL COMMUNITY, U GRANTORS, owners of Lot 14 and their heirs, successors and assigns, and between DARRYL DOAK, SR. AND ESTRELLA M. DOAK, A MARITAL COMMUNITY, N d GRANTEES, owners of Lot 13 and their heirs, successors and assigns. Hereinafter referred to _ as the GRANTOR and GRANTEE respectively. Z f' ° z 1. LEGAL DESCRIPTIONS: 5 �o U LOT 14: o F- LOT 14, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, W W ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 O PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; � o Z ui U C0 LOT 13: o LOTS 13, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; EASEMENT: BEGINNING AT THE NORTHWEST CORNER OF LOT 14, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 0 0 42'28" WEST, 29.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14; THENCE SOUTH 89 °17'24" EAST, 5.19 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 14; THENCE NORTH 30 0 43'33" EAST, 34.60 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 14; THENCE NORTH 89 °17'24" WEST ALONG SAID NORTH LINE, 22.50 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. Page 2 of 5 •y vl.... L , . 1 e:�.l: .�.,r a�.3l.' ..'aw:ar�;�«,i,r,�;,�: w:,.u:�sr..0 - -a,'r* :K; u.w; �.d >tr,�...vxs�,:�ewt�w.a:<<� `• • i.�mlawh: �.> .. �' t' , �a'+/ xaua+ �.. z ;�'k:�:��tia:aFfib'a�.w�sil�r: 2. JOINT SIDE SEWER A. The GRANTOR and the GRANTEE shall be solely responsible for the maintenance and repair of the sewer line running from the structures on their parcels to the joint hookup connection. B. Both the GRANTOR and the GRANTEE shall be jointly responsible on an equal 50150 basis for the maintenance, operation, and repair of the shared side sewer lateral that extends sewer service from the City of Tukwila's sanitary sewer main to and including the joint hookup connection of the two parcels' private side sewers. C. Both the GRANTOR and the GRANTEE shall be jointly responsible on an equal 50/50 basis for damages that may occur upon said properties due to improper maintenance, operation or repair of the shared side sewer lateral that extends sewer service from the City of Tukwila's sanitary sewer main to and including the joint hookup connection of the two parcels' private side sewers. D. The GRANTEE and the GRANTOR shall have the right to establish a backwater valve upon their private individual side sewer to protect against sewage backups. E. This Section is an appurtenant to this Agreement and shall run with the land; and the terms thereof shall be for the benefit of the GRANTEE, GRANTOR, his/her /their /its heirs, successors and assigns, and shall be binding upon, GRANTEE, GRANTOR, his/her /their /its heirs, successors and assigns. 3. EASEMENT A. The GRANTOR, as owner of Lot 14 does hereby grant, convey, set over assign to the GRANTEE, as owner of Lot 13, an easement for ingress, egress and utilities over, across, along, in, upon and under the real property as described under Legal Descriptions on Page 2 of 5 of this document and as shown graphically on the attached Exhibit A for the use and benefit of Lot 13. B. GRANTEE shall have the obligation to maintain the granted easement and to restore the easement to its prior condition if any excavation or other disruption occurs in the use of the easement by the GRANTEE. C. This easement is an easement appurtenant, and shall run with the land; and the easement and terms thereof shall be for the benefit of the GRANTEE, and his/her /their /its heirs, successors and assigns, and shall be binding upon GRANTOR, and his/her /their /its heirs, successors and assigns. Page 3 of 5 z �w D UO UU C() LL w LL cl)a =w F- _ z�- F- 0 z F- W �o U O� 13 H wW UO w z U= O~ z ,i t 4. HOLD HARMLESS A. The GRANTEE and GRANTOR agree to hold harmless, indemnify and defend the CITY OF TUKWILA, its officials, members, employees, and agents from all liabilities, penalties, costs, losses, damages, expenses, causes of action, claims, demands, or judgments, including reasonable attorney's fees, arising from or in any way connected with any claim or cause of action including, without limitation, the properties to the fullest extent permitted by law. Furthermore, B. GRANTEE and GRANTOR agree to indemnify, hold harmless and defend the City of TUKWILA from and against any liabilities, penalties, costs, losses, damages, expenses, causes of action, claims demands or judgments, including reasonable 'attorney's fees, arising from or relating to any third party claim which challenges GRANTEE'S and GRANTOR'S right to execute and deliver this Agreement. 5. THIS AGREEMENT is given without cash consideration, and is for legally establishing an understanding for the use of a single side sewer to serve two parcels. 6. THIS AGREEMENT shall be a covenant running with the above described real properties and burden said real estate, and shall be binding of the successor, heirs and assigns of all parties hereto. Page 4 of 5 z —Z ' w � D U (/) J H Cl) U . w LL ¢ = �w z f-- O w N: U O U o �- w W F-H w z co O z "t GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) GRANTOR AND GRANTEE by: Estrella M. Doak Date: On this day of December, 2005, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. I. Notary Public in and for the State of Washington, residing at My commission expires: Page 5 of 5 Z ;= Z �W 2 D JU UO N C0 LLI J M LL W O w � = W Z i-- O w ~ W U� O - 0 E- Lll W u. O. .Z w CO O Z. i I j EXHIBIT A SIDE SEWER 0 rn .r n w It co N O O 0%4 EASEMENT AILI ANT ENGINEERING & LAND SURVEYING, INC. P.O. Box 2596 li WOODnWH IS. WA 98072 (425) 485 -1083 Z Z �w JU UO CO 0 W= S2 U- w� uQ N = �w Z H Z° w U N OH ww H0 w U= O Z S 89'17'24" E 100.01' PRIVATE SIDE SEWER EASEMENT TO BENERT LOT 13, BL 5, ALLENTOWN ADD. a, rn N 13 N z 0 4 — S 891724" E 100.01' �• 22.50' Li 1 Q 0 �. c o N 14 N z r- ^�� Q S 8917'24" E 100.01' N co CY) SCALE: 1 " =10' co 3 Q N N W E N M 15 0 J S N Y O S 89"17 E 100.00 , O 16 � —� S 8917'24" E 100.00' AILI ANT ENGINEERING & LAND SURVEYING, INC. P.O. Box 2596 li WOODnWH IS. WA 98072 (425) 485 -1083 Z Z �w JU UO CO 0 W= S2 U- w� uQ N = �w Z H Z° w U N OH ww H0 w U= O Z s , Return Address: Darryl Doak 11812 26 Avenue SW Burien, WA 98146 Title: PRIVATE DRAINAGE EASEMENT AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantees Legal Description: THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0179000965, . * . Page 1 of 4 z ;= Z �W QQ� JU UO (/) Cl) Uj J = t- NLL w L L �D = F- w z F- E - O Z t- w w U� O � 0H wW U- 0 w z U= o F" z i y 5 i t i PRIVATE DRAINAGE EASEMENT AGREEMENT For valuable consideration, receipt of which is hereby acknowledged, the undersigned, z z (Grantor herein) owner in fee of that certain parcel of land, described as follows: JU UO THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: CO LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN J ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF co Uj p RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; Q U. �a =w hereby grants and conveys to the fee simple owners (Grantee herein) of the following z F described property: z o w w THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: U in o (n LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ° ~ ADDMON TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF X v RECORDED IN VOLUME 12 OF PLATS, "°AGE 100, RECORDS OF KING COUNTY, ►� p WASHINGTON, LLi z Cl) O a drainage easement over, under, across, along and in that portion of said Grantor's property as Z shown graphically on the attached Exhibit A and described as follows: THE WESTERLY 10.00 FEET OF THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; Page 2 of 4 iv,- :t; .1:. •".'�.:... ...1 ,.b.ru. ,:.?.,,,)Y.4di :.x a ` :�::i::�.w. "Ai.a�: +ai�.r+'L"du: :.Kw�w.ri+.'r.'+. ?:eh�lidw7.`w: �O�hinb^�XStid' S::B;tY3�f}.tiYsci+1ni �duFd�ifY�' akiLal�ti3+"+ J�'+ ariik: 4+ iri+ �: Fav .+ ++++Yti4iGloa.J¢J.u'lL1Yd'aL', Said Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. This easement is for the sole purpose of installation, operation and maintenance of a storm water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the drainage facilities contained within_ 2. Maintenance costs of the drainage facility constructed within said easement shall be borne equally by Grantor and Grantee, their heirs, successors or assigns, except the maintenance costs of any portion of the storm water drainage facilities that are solely used by only the Grantor or only the Grantee in which case said costs will be borne solely by the party with the sole use. 3. The amount and type of maintenance to be performed on the jointly used drainage facilities shall be determined by majority vote of the lot owners using the facility. Each lot shall have one vote regardless of the number of owners owning any lot. For the purpose of maintaining the drainage facility within said easement, each fee simple owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such* assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said owner(s) may bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. Page 3 of 4 z ~w JU UO N J � � w �M LL Q �D = �w z zR 25 U o- OH wW u. O w z U= z GRAN'T'OR AND GRANTEE GRANTOR AND GRANTEE Z Z by: Daryl Doak, Sr. by: Estrella M. Doak �2. Date: Date: v o CI) J = H STATE OF WASHINGTON) N U. LU )ss. 0 U COUNTY OF KING ): - On this day of December, 2005, before me a Notary Public in and for the State of = Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be Z H the individual(s) that executed the foregoing instrument, and acknowledged it to be the free Z O and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, j UJ o and on oath stated that they were authorized to execute said instrument. v N IN WILINESS WHEREOF, I have hereunto set my hand and official seal the day and o F- year fast above written. = v U- �. .• Z W co Notary Public in and for the State of Washington, residing at Z My commission expires: Page 4 of 4 s v EXHIBIT A UTILITY EASEMENT 13 Z O �r S 891724" E 100.01' ~ 10' PRIVATE STORM DRAINAGE EASEMENT Q O in Z r— I 14 10' UTILITY EASEMENT M rn O W rn n 5.00' i 50.00' r 50.00' �� J w 119'17 E 100.00' 3 -� C4 k co N M Q �- N 15 Z n W E O O s SCALE: 1 " =20' J < < m S 8917'24" E 100.00' 16 ALIAN ENGINEERING & LAND SURVEYING, INC. P.O. Box 2598 • ' • • 1 1 I 1 485-10 • z :� 1-: i�- W UQ CO wm Nu- WO �Ei u- ? � = W Z— F- WO W U� ON o� WW H� 111 z co O� z i t f Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D05 -392 Grantor: Doak Homes, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 46 Ave. South, located adjacent to 12246 - 46'' Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and ;',rrm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. I .•:i� .�:wro:.:.w�.�i:: +. '.!t,.xe;Ca.rawyiras.� ..s4�. �:rt.ttin.,�4ur" `' Si'.' �`.:u`ai+1f, +�LSL`:r.i.,�:taiw: Z P Z �W QQ JU UO CO co W J = N N LL WO LL Q co o = �W z f- t— O Z F— W W U ON 0 H WW 2 HF O .• Z W U= O Z IN ITNESS WHEREOF, said individuals have caused this instrument to be executed this day of 1- (U 6 - 1 200d. 1 Authori ed. Signature i Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that �Wad +- is the person who appeared before me, and said person acknowledged that he /ske signed this instrument, on oath stated that he /ske was authorized to execute the instrument and acknowledged it as the ��c of Dbh� = , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated ra ell' S 11 V Y + 41 op ,,. I AIR- 6r.. C.r� Notary Public in and for the State of Washington residing at "LM COUKA My appointment expires '5 I -UCH Z W WD JU UO W= J �. N LL WO La D �W Z I— F- O Z F- w U� O o H- =U LL ~ O w Z U N P _ O � Z i i i 1 1 DATED this (� day of � 2005. GRANTEE: CITY of TUKWILA By: Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. `�� (�t,�� Z tit.. . �1C ►► Name: .U� �OTARy 9N;_ NOTARY PUBLIC, in and for the State of Washington, residing at R e nt on 0 i (p :., r'UBL\G �2 s R`WASN'�• + My commission expires: 6- / 6 - 0 9 .S J Z SZ '~ w u� D . UO NO J I - D (L, w wa �w z �- Z O W 25 D o (1) 01-- UJ W t— LL 0 tiJ Z U= o~ Z January .18 2006 f Tukwili Building Division.. - -:. Attn: Allen Johannessen, Plan Examiner ' Re: Permit #1305 -392 & D05 -393 — Doak Homes , .._ In response to the plan review concerns for the above referenced project(s), please refer to the following: 1: The panel `A' referred to on sheet 3 doesn't .require holddowns. Detail 4, S4 referred to on sheet 3 . does and HPAHD22 holddowns.have been shown on sheet 2 where they are needed. Any details ,. 1 not referred to throughout the plan referencing `S- sheets' are not used for this specific' project. ii Generic stair and section details exempt. 2. See adjusted detail 'on sheet 2. If you' additional, questions, please feel free to contact me at 425 =656 -0559. i Regards, Zach Wingert RECE' M ` . CITY OF TUKWILA . T • ' ' - ` JAN 1 8 2006 1 � • 'Residential Designers PERMIT CENTER = . +& Planners P.O. Box 1624 873 Pt. Brown Ave. NW. #2 Ocean Shores, WA 98569 (360) 289 -3157, , a - ! Fax: (360) 289-6983 �4 Z �Z `~ W JU UO W= J H N LL. W } o } �J u. N = W Z F WO W U C0 aH W O W Z co Z i Y •• •......•• '• 1908 January 11, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -392 Doak Homes, Inc. —12242 46 Av S Dear Mr. Doak: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions regarding the attached memo Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, t w k4A er arshall i chnician encl xc: File No. D05 -392 PNemiferTorrection Letters\2005005 -392 Correction Ur #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431-3670 •Fax: 206 - 431 -3665 IS Z Z �w Q D JU UO CO) o U.1 = S2 LL w J LL Q C� = �. w Z �-O Z F- w LLJ � o U O N o� wW LL O Z U= OH Z .r Determination of Completeness Memo Date: January 5, 2006 Project Name: Doak Homes Permit t D05 -392 Plan Review: Allen Johannessen, Plans Examiner A follow -up Building Division plan review has been conducted on the subject permit applications. Only tow items of concern remain. Please address the following comments with revised plans, specifications and /or other applicable documentation. 1 The hold -downs on sheet (2) are shown only on one comer. Sheet S4 indicates hold -downs shall be used at each comer. Revise sheet (2) plan to show exact location of all prescribed hold - clowns. 2 The detail on sheet (2) shall show the finish grade shall not be less than 12 inches above the top of the footings. Submit 4 revised copies for each permit (D05 -392 & D05 -393) to replace sheet (2) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. TV • .. ;s.r: xxNi F.�� :w,,:.tt. �:..sV.. �:sxn :'t:: - u. ^4:�a:+.E:si.�a'. •' d. t.»* ..ui..c::yC.'.s.4:s<r'i.::ru��i +G::1dw:Jn:� zi z Z �w QQ J0 00 N o C0 LLI J U) U - w 2� LQ = �w Z = ZF- UC3 O �' o F- wW u. O �z O z If you have any questions, please contact me at the Permit Center at (206) 433-7165. Sincerely, s le I e e hni cian Enclosures File: Permit D05-392 & 393 P:\Jennifcr\lncomplete Letters\1305-392 & 393 Incomplete Ur # I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 FA :fi:. % 0 ;Z City of Tukwila Steven M. Mullet, Mayor -j % Department of Community Development Steve Lancaster, Director 1908 z November 9, 2005 j- Z W 00 Darryl E. Doak, Sr. U) 0 11812 26 Av SW CO W Uj -r. Burien, WA 98146 -J I.- CO LL W O RE: Letter of Incomplete Application # I Development Permit Application D05-392 & 393 Doak Homes - 122xx 46 Av S, Lots I & 2 < N 0 Dear Mr. Doak: W z This letter is to inform you that your application received at the City of Tukwila Pernilt Center on November 7, 2005 1.- 0 is determined to be incomplete. Before your application can continue the plan review process the attached items z 1-- W W from the following department(s) need to be addressed: D 0 0 CO Ruildiniz Department: Allen Johannessen, at 206 433-7163, if you have any questions concerning 0— 13 1.- the attached memo. LLJ Lu Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other. 3: 5 0 documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other z documentation be resubmitted with the appropriate revision block. L) CO In order to better expedite your resubrnittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have 0 Z enclosed one for your convenience. Revisions must be made in person and will not be accepted throu e -els the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433-7165. Sincerely, s le I e e hni cian Enclosures File: Permit D05-392 & 393 P:\Jennifcr\lncomplete Letters\1305-392 & 393 Incomplete Ur # I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 FA w j F ," Determination of Completeness Memo Z = Z �.- �w Date: November 8, 2005 D Project Name: Doak Homes 0 0 Permit #: D05 -392 and D05 -393 C o a Plan Review: Allen Johannessen, Plans Examiner � H NU� w 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 U- comments. N a PLAN SUBMITTALS: (Min. size 11 x17 to maximum size of 24x36; all sheets shall be the same i size). ? (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) z o 1 The brace wall lines do not meet prescriptive requirements for minimum brace wall lines of 25 feet UJ W � 0 and continuity of brace wall lines through each floor per the 2003 IRC Chapter 6. Brace wall lines shall o cn transfer through each floor to a foundation. In addition wall bracing shown are indicated as engineered 0 ♦— shear walls (SW) with no engineering. Revise plans that clearly show brace wall lines to meet current = v 2003 IRC prescriptive method for brace walls and where they shall transfer through each floor to a p= foundation. Or submit wet stamped engineered plans with engineer calculations that meet code "-- o requirements for shear walls or wall bracing. (2003 IRC Chapter 6) N 2 The plans submitted are not clear and difficult to read. Plans shall be of sufficient clarity to indicate the o �. location nature and extent of the work. (R106.1.1) Z 3 On sheet (S -1) the Architectural Notes and plan details, reference outdated UMC, UBC codes and Washington State Energy Codes (WSEC). The Washington State has adopted the third printing of the 2003 IRC, IMC & 2004 WSEC. A complete review of the Code Text, details and tables shall be completed and revised as necessary. In addition, the code text shall reference local city codes and Design Criteria as recognize by the City Of Tukwila. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. f , �., . i.•_. 1..:. b..: H:'. rwc',:: tri„ kus..x:..u::ci.:�:.xrr.a,e.Le<. :.u:%ar�lc+niz 'x4�ykZwrv:L a�6,aiz::;at�,J a :�, . ��v � • r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 392 DATE: 01 -19 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS: 12242 46 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS � B it ng ivision Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01 -24-06 Complete Z Comments: Permit Center Use Only. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Incomplete ❑ Not Applicable ❑ TUES/THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required F REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 02-21-06 Notation: REVIEWER'S INITIALS: Approved ❑ Approved with Conditions Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Approved (attach comments) ❑ DATE: Documents/routing slip.doc 2.2M2 �GY. .�. �. .'.s.. � =t.,iM1%41a. r:a +. .. t��.uia�,d�. 1S.? e,....: 3L. tw.+ �.:; �; �. t" a: �.. m: i<.. �. axSL' b �a+ iu. irafi: i.:].:: ��: �x4. dt.. i. i. twt«,.t1:: 5.+ ..✓ . t4. �:.• �:. �: � . uL:o ...i3i1:;.:. e':i�..'�:2;t3?.. ".:il'::ttn5 tii:Jr z �Z '~ w JU UO NO CO W J = H U) w w 2� 9Q W� = �w z ZO W w 0 0 off w LL O ..z W U= z �PERMIT C40RD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 392 PROJECT NAME DOAK HOMES Response to Correction Letter # SITE ADDRESS 12242 46 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Q d di ng ivsion F Public Worlds Dhm AWL 1 D (n � l ?I- r �i Fire Prevention r I Structural ❑ DETERMINATION OF COMPLETENES (Tues., Thurs.) Complete 1 Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route L'J Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 01-1 0-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: 12 -12 -05 12 -zI - � P n� vision Permit Coordinator ❑ DUE DATE: 1 2 -1 3-05 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: m ' < < Ap Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/roulinR slip.doc 2.28 -02 •.� . I NN .: .,,.:��; ".-..t =u .i is w» a: u. d:: il=» u:%. w..» uw�w., .:n.a'r:�HrrvHFk:iti..iwlrWssu.'t b. b:R�pa:r.;R� JU+. �ti+:;: wWtuw,: �. ii. J+ LL.: �.: t&. 7+. 3:: fodfiiL' �; 4aywl. unlK? �.` Lb+f. uW1�, �ZS+ 3n. .uS:C.+w.'.Y.lu:.y..k.�f,.+�wwf �li.'i+s:W L. z �w aa JU 00 Cl) U) L w L L z W �5 U� ON 0H W L w z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 392 PROJECT NAME DOAK HOMES SITE ADDRESS 122XX 46 AV S, LOT 1 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEP ARTMENTS: Pf B i in (� J I B� g d Public Works I'll n/ti It Fire Prevention Structural ❑ DATE 11-07-05 Planning Division d Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 1-08-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 11101 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 2 -06-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/rouling slip.doc 2 -2"2 z i� '~ w rr � �U 00 Cl) CO W J = C0 L w LLQ = �w z= z� w W U� ON off W I— F- — O .. Z W U= O z Q ►V City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: httn : / /tivmv.ci.Ittlavila.iva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions )pill not be accepted through the mail, fax, etc. Date: I - 0 -06 -Ot6 I I Response to Incomplete Letter # Plan Check/Permit Number D05 -392 Response to Correction Letter # 1 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Homes, Inc. Project Address: �- Phone Number: 2!A-% 3 7 2- 2 Z OC) Contact Person: �G�rr>7 Summary of Revision: 6Gt'-44 e s C't 5 �- r-rTY OF TUKWILA InN1 i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: d Entered in Permits Plus on I/ I f /0 G 44) z Z '~ w � JU UO ND J H N LL w La �D = �. w z HO z W5 U� ON W w0 CO O z ppiications \forms - appl!cations on line \revision submittal Created: 8 -13 -2004 Revised: DEC 09 `e5 11:21HP1 TUKIJLA rCD /Pk 11 1 8 P.4 City of Tukwila Stevet:.H Mullet, Mayor Department of Community Development Ste Lancaster, Direcrur 6300 Southccntezr Boulevard, Suite #100 TulcMia, Washington 98188 Phone: 206.431 -3670 Fax: 200.431.3665 Web site: hup:t /tvww.cs.ti�kwila,wa - MffTA REV ON, 4 Revision submittals mitst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Vate: - 2 lZ r� Plan Check/FermitNumber: 392 Response to Incomplete Letter 1 Responst to Correction Letter # _._� 10EiVi~Ly CITY OF YuKWt.t, Revision # after Pcrrnit is Issued DE C i 2 2005 Revision requested by a City Building inspector or Plans Examiner PERMIT CENTER P roj e ct Name: Doak Homes Project Address 122 xx 46 Av S Contact Person: Da rrvl E. Doak, S Phone Number: _ Summm of Revision: PvUjtk!g hx c . Ch * a 17ew Crane re_cnrd , Add SS 19 7 72 Rd /le, S - 4±:io , 7 iKetlt- iT(fCf �,.srv) Zak j9h - -J4 2C6 k5 - -;7 . R1 i9rvu `d 1' no tr, vise' Sheet "Number(s): "Cloud" or highlight aN areas of revision including date of revision Received at the City of Tukwila Permit Center by: [] Entered in Pernuts Plus on lagpticatwns�Cvrrra•�gpiicuintu on liuo'revic on submict'�'uT -- CreAwd: 3.13.2004 Revued i H ' .. a,.....,:>,- a�.:,. at. tlx: �4...::,:. �1:: t' ua..: ww�:. at.:;:: �.. i. n;:; v".. i..: isx.::' , :i.t+d�Jat..is:�Ceau� >w.a+�w:, .'wu:,.a. ...:.,,:2t ,. ,+.K ,,,,;,,eec •. .;+:. .,y��„ z Z �w QQ JU UO 0 WF- Nu- w U. Q Cl) D = �w Z WO LU U� ON o E- w H� LO w z U O z Department of Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684.1740. (Please print or type) ' Owner's Name ._ -t�A-k 2 / r (Last, First, Middle Initial) Property Tax I.D. Number 0172 CM96 f Subdivision Name _AAwl-ccon.) Subdiv. # Lot # Block # 6 Building Name (if applicable) Property Street Address` E. S City, State, Zip _i l.1L W ! LA A` 5k 1 Owner's Mailing Address (If different from �� f � above) v 1 T "t Owner's Phone Number Property Contact Phone Number 62 7 Party to be Billed = 1ig —A:5 4)W )j E YL. (if different from owner) Party's Mailing Address w A- g� City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? RYes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 DOS 1 59 z For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. J Signature of Owner /Representative 0 ", �- Date Print Name of Owner / Representative 'P P_ YL . lop-le, 6_ 1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer �i? . —its h:.,.:..' r�. vt�.�•nr�y,�rx,.�e..�...:. :. >.F v. �" �- e S . >Yan.+..>. y,n:V.:�r ax. . Ax:��;.ry:.,: r..shep�ctt { ^,!ttt.n; av� +V �.�r� i i' Ix z ZZ �w QQ JU UO 0 U) DU_ WO UQ co = �w z W O W U� co 0 1.— LU Lu U_ O w z UN O z Look Up a Contractor, Electric an or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR U BI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 Impaired City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expi ration Date 8/8/2007 Suspend Date CBIC Separation Date 08/01/2001 Parent Company 1 Previous License DOAKH* *10605 Next License #3 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Account Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC SC9910 08/01/2001 Cancelled 1 1 $12,000.00 08/01/2001 #3 1 CBIC SC9910 1 08/01/2000 1 08/01/2001 1 1 $6,000.00 https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ Pagel of 3 02/10/2006 .,...,.�.�.., rmwww«.. mon .an,eKerrc.wn+�rrnw+�asx�x�71 i Z Z �W JU UO U) C3 co 11.1 J = H NU- WO UQ N :D = 0 F- W Z H 1 O Z 1-- W LLI U� ON 0 1~ WW F=- H LL O .. Z U= O Z r Vb NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. GENERAL CONSTRUCTION NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206- 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements. and Access Tracts. ONSTRUCTION SPEC IFICATIONS 1. All work performed sholl be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City s Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lone closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre - approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. SEPARATE 1=2111YI T REQUIRED FOR: E•lechan'.czl OeWiml Gas Ix ?'-.g Gty Of TukWil'u BUILDING DIVISION &000nV� � ll Of 81f g o U"" be arses to Me :; 1 no feda M Is aw to 4M WA .:-3 ourdine c:•::_' = i Ve dd lOn of any arDaWN a* M SWUM goo 1 0 aPOO"d � and � i f atyatu "MIN 9 i a LF 1 se' p . .OWSE ,, Ns ten onto OODIGA • da - 30 ��' IVE 01�II o c 1 - C I S 0.0 4 0 d • VICINITY MAP NTS CONTACTS SCALE: AS DATE: 12/20/2005 Project Manage/Owner: 6 N 1 � Darryl Doak. Sr. Dook Homes, Inc. H CQ (206) 372 -2280 Z O w co Design Engineer: ~ oD 040 O CO Tim Schriever, PE W -4 0 Alliant Engineering & Land Surveying, Inc. w 0 (425) 485-1083 Z w M ro UTILITY LOCATION NOTE: ^ O to 1. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) CQ for utility ocations. w A Y O 2. It is the contractor's responsibility to verify the location and elevation A 0 of all utilities and drainage facilities prior to construction. Z H a CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) vi 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. . W ( p 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. Z Z � 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. - U 00 10 7 INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. U Q 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. _ N 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY N W -. STANDARDS. Y O 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS C) I N DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, 0 N m WOOD FIBER MULCH, PLASTIC SHEETING. OR EQUIVALENT. I T_ 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 0. r 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. Z 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND � N REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. s W 'F-/ Q LEGAL DESCRIPTION: Z LOTS 1 AND 2 OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L05 -067, 4' Ewm4 Z KING COUNTY, WASHINGTON. W t1i A W w EARTHWORK ESTIMATE 0 ~ A W Z a CUT 50 CU. YDS PER LOT a -4! H FILL 50 CU YDS PER LOT o FIECE vtD sfi CrIY OF TIMMA N S$MET INDEX JAN 03 2it6 04 SHEET 1 SPECIFICATIONS AND DETAILS PMAT CENTER MS -RWW NUMM SHEET 2 EROSION & SEOIWNTATION CONTROL PLAN '0'0.3 P E G = 05008 SHEET 3 GRADING & DRAINAGE PLAN ` s mp slim WPP 1 OF 3 0 f V# I a CONTR 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state. and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. MU ITY NMS 1. All trench excavation operations shall meet or exceed ail applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WMSHA requirements. 2. Power, cable, fiber optics, and telephone lines sholl be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights- of -woy or easements after asphalt pavin . 7' 1 1 FILTER FABRIC USE STAPLES • # « • J OINTS SPLICE AT P O STS. 2"xr BY 14 GA. WIRE FAS OR 1 7 FILTER FABRIC MATE 2 BY 14 GA. WIRE .,.,. Y• .,., .,.,',.,. • .,', r • j j•••••�•••• ❖.•••••� FABRIC OR EQ UIV. • .�. • • • •�f • • • .�.�. • • • •� IN STANDARD STRENGTH 24 FABRIC IS USED 36 IN Af • 1 . 1 • « ••�•••••'•�•�•: f . 11 .. -... u,..- ,.:_.... lr.. -.. -. � 41'1 - L►5,.,_ .. � • 1 1 i S OIL OR • 7. 7 M WA SHED ROCK 1 r IN I ••1 POSTS 11 OR BETTER OR 111 POS EQUAL ALTERNATE: STEEL FENCE POSTS ALT: STEEL FEN(Y-' POST!; SILT FENCE DETAIL NOT TO SCALE 24'MIN I 36'MIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED N A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST. WITH A MINIMUM 6 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED. TOUGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONGy TIE WIRES OR HOG RINGS. THE HARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4' -1.5' WASHED ROCK H. FIL70 FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. STABILIZED CONSTRUCTION ENTRANCE m .. -. •.: '•a . •yam i} • . .s•'. 't •r. / •• `� ice... '' • -•. •. • r ;4' -6' QUARRY SPALLS • a ' .. / . • .f• • � . ' t •� / GEOTEXTILE FABRIC UNDER QUARR SP . (MARAFl 60OX OR EQUAL) NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. NSTALLAWK THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPE09M 064DOSIONS, ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING "" BE CONSTRUCTED ACCORDING TO SPECIFICATIONS N THE PLAN. IF WASH RACKS ARE USED. THEY SHOULD BE NSTAMM ACCORDING TO MANUFACTUREP.'S SPECIFICATIONS. 2. AGGREGATE: 3' TO 6' QUARRY SPALLS PER WSDOT STD - SPECS. SEC 9-13,& 3. ENTRANCE DRMENSIONS- THE AGGREGATE LAYER MUST BE AT LEAST 12' TACK IT MUST EXTEND THE F•dL.L VADTH OF THE VE OJLAR INGRESS AND EGRESS AREA THE LENGTH OF TK DITRANCE UST BE AT LEAST 100 FEET 4. WA994Q IF CONOI'.TONS ON T!'IE SIT` ARE SUCH TPAT M•JST OF THE MW IS NOT qMVM FROM AHIME TINES BY CONTACT 111111 THE ROCK L THEN TifE T'RES YJST BE WA9+ED BEFORE V13#CLES ENTER A PLeLX ROAD. WASH WATER UST BE CARRIED D AWAY FROM THE ENTRANCE TO A SETTLING AREA TO MOVE SEDWENT. A WASH RACK WAY ALSO BE 4VM TO WAKE WASMNG MORE CONVENtE NT AND EFFECTIVE 5. MAJNTAR*)ICE THE ENTRANCE SHALL BE WA04TAHM N A Cf MFION MH CH WEE. PREVENT TRACK•NG OP. FLOW OF IAA ONTO PUBLIC, RWIS -OF —WAY. THIS MAY REAL RE PERIODIC TOP DRESSING 1147H 2' STONE, AS CONDITIONS DEMANA. AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDFYEKT. ALL MATERIALS SPILLED, OROPPM WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORY ORANS REST BE RE>MOVEO IMMEDIATELY SY Ste. THE PAVEMENT SHJ LL NOT BE CLEANED BY WASIIIC DOW THE STREET. EXCEPT WFIEN STI 377 IS INEFFECTIVE END TdME IS A THREAT TO PUBW SAFETY. • r 0 UP Q It W Z J Z U NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. GRAPHIC SCALE -20 0 10 20 40 ( IN Fccr ) 1 inch a 20 IL. • .1 • FA INsTALLnLTER 1 • HIM f i ` i � l�ii'� it, , INSTALL TEMPORARY SILT FENCE PER DE TAI t W. TEMPORARY ���� PER DETAIL 1 Of Avl) 1 a- �lAt Otii I « 1 1 1 ■ i • 1 9 0 SCALE: 1"=10' H DATE: 12/20/2005 T cia V I� I O ~ m �Z aka .� Z Pol � � V Z Z It H a U) Z UJI = T - 0 _ 0) co W Q Q S 0 N ammm Y N W t0 O 50�fottt .. p N O N m JAN 3 0 2008 a CID ° d City Of Tukwila BKDINr nYMSION 0 t l� Z c9' O z 0 z P-4 J A c P4 E--4 W Z II-1 Q cn F- 11.4 co N N JEWS PROJECT NUMBER 05008 �CEPTC CITY OF TUMILA ��.y 0 i . SHEET tL i PERMI CENTER 2 OF 3 r ft NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. �I I III I ling f 1 1 AY 4 /orb 1 AT A OR EQUAL TO SCALE I L **,- J SUBGRADE COMPACTED TO 95X MAX. DENSITY 24" MINIMUM TRENCH WIDTH NC OU Ewsn o0 SURFACE o A- IL k e GRASS (OR EQUAL) ° . • e 00 e ° 1/ e e 0 e 00 ° e o 00 0 1 00 X ° F INAL GRAVE it �.�� °° e• 0 ° 0 0 ° ? e ° ° ° FILTER FABRIC Q ����I1` 8 0° 8 00 • ° °° OVER G RAVEL. o° 0 40 o0 0$ z • ° o e ° ° • ° OO 8 Oo 0 P� w z 3 o: z w U L 1 I Il i N I Ic, �I I� �IA g I t LID x l I Z Ii m I I� cn N z ---- -- 25' W O 00 X _ to N ��jy n m o� _ 0 x z Iu z E--4 D D 0 I C) U W � N j - X I N N v W z o I p f c) -. , --' ID n _. N Ut i SIDE SEWER I IE(8 IE(W 105.79 i G7 . W, u Z $ o 0 2 - G 1iN 8 0 • °o ° • 8 0° o ° 8 ° QP �(�f C � W PW PRIVATE STORM DRAW j .,, ° TO CATCH BASIN 2.006[ MIN. C4 o o ° o s REPLACE EXISTWG MAILBOX STRUC7URE VATH NEW J I 0 -0 8 °° $ e° ° o 0 0 4 PERFORATED PVC MAILBOX STRUCTURE PER TUKWILA STD. DM RS-6. O 0 0 o 0 0 o LEACH BED TUBING ' ° ° m � 8 ° ° °0 ° � G POORLY GRADED WASHED 04 f UNDISTURBED GRAVEL (3/4 N SOIL NEW SIDE SEWER � I 'MPERWOUS S r. ��:'? „C.i by ZFC Ponfic I 105664 STRAT OR waTER : ;.... tar:erit IE(6'x106.04 .1,.z, �z c is 50 CCt to v: CTti�iS ark � C4;tip. � E C) - - rp - i4��`ans; 5!!i? n with th- 1 1 1 ( - a:.:::_..= to tI:m 10 PERFORATED TIGHTUNE CONNECTION t II NOT TO SCALE I N U- E N I I RM DRAINAG > = I 1 STORM WATER RUNOFF FROM THE ROOF AREAS SHALL BE COLLECTED, ROUTE D THROUGH A _ PERFORATED TIGHTLINE CONNECTION AND DISCHARGED INTO THE 46TH AVE. SOUTH STORM ^. DRAINS - > 2. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO _ — REDUCE CUTSIFILLS ANDIOR MAINTAIN 194 MANN % MAX SLOPES TO MAINTAIN DRIVEWAY DRAINAGE TO THE CATCH BASIN IN 46TH AVE- SOUTH. > >_ iNSiALI_ 31 WATER SERVICE 3. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION_ CONCTION PER CITY -. -- TMW IL A STANDARDS 4. ALL PVC PIPE SHALL CONFORM TOASTM D-3034­SDR35- Z (BORE PIPE UNM ROAD) 5- THE SOILS ON THE SITE IS SILT AND FINE SAND ALIAML DEPOSITS W[FH A SEASONAL WATER _ ESTIMATED AT 1 Ir BELOW THE EXISTING GROUND SURFACE AS DETERMINED BY SOIL TEST = C; HOLES DUG ON THE SITE i i Ir 1b GRAPHIC SCALE 10 a S 10 20 o °- - - - - -- - - - - -- `�- ----- - - - - -- I / [ PROPOSED 6.5w I RESIDENCE I F.F. 113.4 I • I e~ !i l 55.0' I I I ��� �r1�n'+►s 27.5' V ' o I Air PVC SIDE SEM R 0- I S -20061 MIN I PERFORATED 7I0i7LNE CONNECTION (7W) I I I PER DETA SHAT NEW NATURAL GAS 0 I 1 SERVICE LINE E — u u u I cn =� -- ------------ - - ---! NEW UNDERGROUND II UTILITIES, POWER, PHONE, ; SCALE: 1"=10' H DPE: 11/2/2005 REVISED: 12/20/2005 BUILDING DIMENSION Th z V cc z 10. W �� w Z W o B �� m Z� a w � AO v 0 f8.50' ED EM nArm P .01!4 (u 30 2Q@ z a J A� lasa• --� TV, ETC. 6- r PVC SIDE , 920061; i!1 - I = PROPOSED a ' .4 I RESIDENCE o I I 46 4' PVC ROOF DRAINS F.F. 113.7 �I I So2 T.� (Tire) U it _ � I 2000' 56. 8' PVC CLEAN —W i Ir PVC TESTm TEE • rr N : 106 I£ RECEPrEia CITY OF TI: IMILA - J. V L L PEMT CEMA AMS PROAff MPNO R 05008 3HEST 3 OF 3 i 9 0. - o = Z - 25 ROW v D1 FBRT ) * 1 inch = IO it i = ELEVATION DATUM: CITY OF TUKWILA SEWER AS- -BUILT BENCH MARK: RIM SSMH 1334-4A RIM ELEV.= 111.62 N � s O o o . lsl I u u 0 II ---- w._- -� - - -- w c ! a l? �� RESIDENCE p n O m-4 I` I c+ °- A W o f - �'- 0 xl OS . 20' I Q N 2. cfl= NOTES: 1. INSTALL A CLEAN —OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE PLUMBING. 2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA CONSTRUCTION STANDARDS DWG. SS -2. 18.50' = z O L Z Z L LJ (p OD w 0 OD I If) �-� J J a a a coil = = F F N N O a N W o a o I O N N m d o oo ED EM nArm P .01!4 (u 30 2Q@ z a J A� lasa• --� TV, ETC. 6- r PVC SIDE , 920061; i!1 - I = PROPOSED a ' .4 I RESIDENCE o I I 46 4' PVC ROOF DRAINS F.F. 113.7 �I I So2 T.� (Tire) U it _ � I 2000' 56. 8' PVC CLEAN —W i Ir PVC TESTm TEE • rr N : 106 I£ RECEPrEia CITY OF TI: IMILA - J. V L L PEMT CEMA AMS PROAff MPNO R 05008 3HEST 3 OF 3 i 9 0. - o = Z - 25 ROW v D1 FBRT ) * 1 inch = IO it i = ELEVATION DATUM: CITY OF TUKWILA SEWER AS- -BUILT BENCH MARK: RIM SSMH 1334-4A RIM ELEV.= 111.62 N � s O o o . lsl I u u 0 II ---- w._- -� - - -- w c ! a l? �� RESIDENCE p n O m-4 I` I c+ °- A W o f - �'- 0 xl OS . 20' I Q N 2. cfl= NOTES: 1. INSTALL A CLEAN —OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE PLUMBING. 2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA CONSTRUCTION STANDARDS DWG. SS -2. TV, ETC. 6- r PVC SIDE , 920061; i!1 - I = PROPOSED a ' .4 I RESIDENCE o I I 46 4' PVC ROOF DRAINS F.F. 113.7 �I I So2 T.� (Tire) U it _ � I 2000' 56. 8' PVC CLEAN —W i Ir PVC TESTm TEE • rr N : 106 I£ RECEPrEia CITY OF TI: IMILA - J. V L L PEMT CEMA AMS PROAff MPNO R 05008 3HEST 3 OF 3 i 9 0. - o = Z - 25 ROW v D1 FBRT ) * 1 inch = IO it i = ELEVATION DATUM: CITY OF TUKWILA SEWER AS- -BUILT BENCH MARK: RIM SSMH 1334-4A RIM ELEV.= 111.62 N � s O o o . lsl I u u 0 II ---- w._- -� - - -- w c ! a l? �� RESIDENCE p n O m-4 I` I c+ °- A W o f - �'- 0 xl OS . 20' I Q N 2. cfl= NOTES: 1. INSTALL A CLEAN —OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE PLUMBING. 2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA CONSTRUCTION STANDARDS DWG. SS -2. 0 xl OS . 20' I Q N 2. cfl= NOTES: 1. INSTALL A CLEAN —OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE PLUMBING. 2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA CONSTRUCTION STANDARDS DWG. SS -2. cfl= NOTES: 1. INSTALL A CLEAN —OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE PLUMBING. 2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA CONSTRUCTION STANDARDS DWG. SS -2. r (AANE DES,C;N, Inc Reserves At I Legal Rights To Mater lot On This Sheet —Subject To 6r iminal Prosecution E1' L_ _OVATION 61ENERAL NOTES HOU=SE NLMMR OR ADDRESS TO M P05TEP AND PLAINLY VISIPLE FROA STREET FRONTING STRUCTURF CONTRACTOR TO CHECK AND VERIFY 501L AND SLOPE CONDITIONS PRIOR TO CON ( -,T'ON GR.ANf- DE51ON SHALL M NOTIFIED OF ANY CHANCE PLE TO CONDITIONS ON SITE!! m ___ ===W FOUNDATION GENERAL NOTES ALL FOUNDATION FLOOR JOIST TO f '7''XIQ HEM @ 16 O.G r FOUNDATION VENTILATION 16'x6" 66F FOLMATION VENTS = 96 5q IN. 84A M +- - 510 IN 1 *1.2 7 2_ IN X96 = 1 2 5 w V PROVIDE ( 1 # ) I( X0 VEW5 16'X6" SCREENED FOUNDATION VENTS = % 5Q IN. N A Fro -W = N A IN % *i.z NIA IN'/" - NA REgh PROVIDE ( N /A) W)0' vENrs * f5RIPOINO NOT TO EXCEED S' -0 O.G... .3 X . V , x * ANCHOR DOLT WA5HFR5 SHALL DE * ANCHOR BOLTS SHALL EXTEND 3/4" MIN. A15V. DAL. OR 51WA E M1J)SILL5 FOR WA5HER5 & NUT * ALL INTERIOR POSTS @ GRAYVL SPACE SHALL HAVE P051TIVE TOP & POTTOM GONNEGTION. * ALL FOOTINGS @ PERIMETER OF FOUWATION SHALL DE PACKFILLED. (U.N.O.) * CRAWL SPACE TO HAVE W'xU' MIN. CRAWL SPACE ACCESS. * 64;ZA L SPACE& CONCRETE SLAJ5 @ 15ASEMENT TO HAVE 6 MIL. ft" Vi6QL EN VAPOR 15ARRIER. • I3U1L PER /CONTRACTOR TO VERIFY FUZN. & DOOR KN06KOUT6 PRIOR TO CONSTRUCTION_ • ANY FOUNDATION OPUNIN05 TO DE MIN. S" AWAY FROM ANY HOL.DOVVN. * MIN_ GLEA ,& FROM SOIL TO J015T TO M IS W FROM PEAiM. LFFERI gJOR I`RIA%11�01__ ALA '� NOTE' 1 + 0.._N� j _ ! A-- woe ,ms TO DE ; i f 2 Ott r - ��2 9 '6 O.G. I �f I _,_6 ' Ot: ff W1;SF `I i it 1d-d' Of �i 3_ st r �A 1 ASE PLATE TO I ! MME I O. 3VTL. MAkNCEERS_ ROOD PLAN GENERAL NOTES ffLOOR PLAN (5) 1 GENERAL NOTES APPROVAL OF SING CN.GS. • 13VL _ rwVE DE516N PETALS & DRAWINGS ON SITE FOR FaP NSPEGTION. t Al- GEAMS & FEADERS TO $E 6 X r OR GETTER UNA LNI O AREA MM F L10R: 1 2 78 ' Ff_ TOTAL: 2 22 ' Fr. UH'ER MOM N/A Fr. tWW465*117. N/A Fr. Lohm FLOOR: S44 • Fr. GARAGE: 449 • Fr. * ALL HEADERS TO rC: 6x8 DF#Z (2x6 S TW WALLS) (LINO.) OVERHANG: OR 440 DF#Z (2x4 STLP WALL OJNO) OAM-E END IV' ALL UrDRIOR & GARASE WARM WAI1 TO M 2x6 q_1PS.(UNV.) * 6 M11RA6TOR SHALL CHECK *P VERIFY ALL PUB45 ONS FA 5 , 4"XS" R.S. CEDAR PRIOR TO GONSTRUGTION_ * SEE 6t , S S-1 TW,4IC H 54 FOR 6014 AID NALWO SPEGEICATIOW * 6(IrmRs & paw SPOUTS To m PROVIDED As R`q. i5Y Cow— * AL... WLTS MU5T MEW 3/4.. MIN. AW%OE DalVE OR SINGLE ' i►1#,p SI15 FOR WA51 AND KrI6. * -_X; `ERIOR DOORS TO HAVE MAX. 7 3/4" 5TEP W ITH MIN. 36'" DEFP LANVM PRIM PE FIIZ STOPS y? ALL ' DRAFT OPENNI O * AL'.. SI'1 &-R DR. TO OPEN OUT, IF NOT SLIAW 7 13ZF SAN =ETY 6LA55 ! * R ! 0.PE 6x P05T OR 6" CON(_ CUP TO PROTECT HOT %VAT Y- rEATER & FURNACE FFaM VM16LE6. x 43 Mil_ LAP SPLICE @ DDL TOP PLATE i 9 K F DETECTORS TO M INSTALLED IN ALL SLEEPNNC� ! R99A5 & AT A MINT 010 R,4.iY LAGATEP RV A fl-ALL OR AREA j PRNr. ACCESS TO A 51.11PNO F&W A-6% Viffh DETFLTORS CO- i RI ALY LOCATED ON &L . FLOORS, MOT WIRED & iNt - TED W/ $A= i r Y WK-LF. * EL-�GTRIGAL OUrLET & LIFffl' N LAYOUT FEZ nVNER * =AS -Eh�RS M T &I IN °RCSERVATI NE- TREATIP WOOD 3E r�oT -V �- v G—A VA6N:ZEP_ • Lr,{,AJI 4 hmmu ! 25 Nb_ I f KTG`IFT: I \ (I) I i' I �sD++li :Q� FIr.V (2) a� I I i ew_w CPU mar "Me fm ;s -OA -avt gfw•.T6" rr 'ARE JILAPCRY FAN (i) } wow t I PfS3� *P uKI-51W MM FM AR i , 7` `im 6 DEPR09W5 LFFERI gJOR I`RIA%11�01__ ALA '� NOTE' 1 + 0.._N� j _ ! A-- woe ,ms TO DE ; i f 2 Ott r - ��2 9 '6 O.G. I �f I _,_6 ' Ot: ff W1;SF `I i it 1d-d' Of �i 3_ st r �A 1 ASE PLATE TO I ! MME I O. 3VTL. MAkNCEERS_ ROOD PLAN GENERAL NOTES TRU55 NOTES * alkL CARRY MAHf. 517AMP & Mf WT&LEP & GRACED TO MANF_ 5FEG5 s TRU55E5 WILL NOT GE Ftl3.D ALTERED WITHOUT PRIOR GUR.PW DEPT. APPROVAL OF SING CN.GS. • 13VL _ rwVE DE516N PETALS & DRAWINGS ON SITE FOR FaP NSPEGTION. t Al- GEAMS & FEADERS TO $E 6 X r OR GETTER UNA * PROVM SCREENED Mbr.K Jb OVER SUPPORTS + St1ADM AREA5 = FRA%V OVER + All TRUSSES etkL I5E FELL MEASURED PRIOR TO ORDERING ATTIC VENTILATION ROOF NOTES: Inn 5q. FT .*144/30O = 6341 5q. IN. MATERIAL: COMP. 654 __ 5q. IN.xl.2 = 7608 sq. IN_ REq. PITCrt: PROVIDE — Sq. IN. +/- LOW., WARM WAJLS: R -21 PROVIDE - 201 5Q. IN. +/— HIGH OVERHANG: ( D _-N/A- FT. *144/W0 = - Nl ---sQ. IN. OAM-E END IV' N/A -- Sq. IN. x 1.2 = - HIA — Sq. IN. RE-q. PROVIDE N-- Sq. IN. +/— LOW PROVIDE R Sq. IN. +/— HI(-; - t FA 5 , 4"XS" R.S. CEDAR 1 11 1 Rik= I is A' 6ECT ION r O ENERAL NOTE RMz TO FwuMINF, Puws nW srUrs sI rrazu sq FOR TYPICAL. GONSTRUGTION MD DE7AIL5. WEATYER PROTECTION UNDER ROM MATERIAL & MERIOR SIDING. TYPICAL. INSU_AT{ON: (UkLE55 OTFERYVISE NOTED) GELS: R -38 1XI2" VAU_.T: R -30 WARM WAJLS: R -21 FLOORS: R -30 6ECT ION r O ENERAL NOTE RMz TO FwuMINF, Puws nW srUrs sI rrazu sq FOR TYPICAL. GONSTRUGTION MD DE7AIL5. WEATYER PROTECTION UNDER ROM MATERIAL & MERIOR SIDING. TYPICAL. INSU_AT{ON: (UkLE55 OTFERYVISE NOTED) GELS: R -38 1XI2" VAU_.T: R -30 WARM WAJLS: R -21 FLOORS: R -30 FRONT ELEV. To Reorder Pions ✓,/J`:"Rr�GrfR N�7 : A I : p:- -ers `o -%s Shc I i �e G -ecked A -d 4'e- : i eC P- i or ao Go-st r;:ct for.. ik NOTICE: THE DRAWINGS SET FORTH ON THE SET OF DULDI% PLANS AS INST W_NP5 OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF CRAM DESIGN, INC. THE PLAN ARE GOPYR&ITED MATERIAL AID THEIR USE Is LIMITED TO THE GONSTRUGTION OF ONE STRUCTURE WITHIN ONE YEAR OF PURCHASE 15Y THE PUZ(,tWER ONLY FOR A 5PECIFI(, DUWIN6 SITE. ANY USE OF REUSE OF SAID MALD146 R_ANS IS 6CLTY I"115M WIi CRA USN THE WR Mi55ICRANE DES INC. VIOLATORS WILL M PR06ECAM IN FEDERAL Ca RT FOR COPYRIGHT WIN6EMtTlT WITH PIKES U' TOIOO,OODIIO VIOLATORS WILL PAY ALL. ATTORNEY FEES & GOUT COSTS. WRITTEN POVI I51ONS ON THESE DRAWINGS SHALL HAVE PREC PENCE OVER 66 DiIvE%16MS. CONTRACTOR SHALL_ CtEGK & VERIFY All P&ENlON AND CaVITION5 PERTAINING TO THE PRO" PRIOR TO PROLE PI TO THE CON PAY. TION IN(,. MU5T DE WrIFIEP 6r PHASE. CRANE ANY VARIATION FROM THE DIMENSIONS AND /OR C-OWT645 SHOWN ON THESE DRAWINGS. ANY 5 XJI VARIATION SHALL DE RESOLVED DY CRAKE DESIC -N, INC. PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SI'IALL ACCEPT FUL RFOR COST TO RECTIFY S AME. IN TFE IS INPOSf=D ON GRAD DE516N, INC., OUR LIA15LITY TO YOU OR ANY THIRD PARTY SHALL NOT EXCEED THE PRICE PAID FOR CRANE DESIGN'S PRODUCT. I 5yM60t5 LEGEND I REFER ® ALL TNU� W-RW RREFE 3 RWZ5 R . 4> REFER TO WINDOIV SCHEME ON THIS SHEET FOR ALL NUNDEREV REFERENCES ® REFER TO 5f EET 5-4 (IF PROVIDED) FOR MEL NALM RANGE fr:R PATH IF NO ENGwFJZING IS PROVIDED. ' AMR WALL LEAD 2X6 WALLS 2X4 WALL 0 73A ter r Itt! �IIT���T13� Ana, _. *txw + Do 05"IW5 I lone CITY OF "U'KA ;LA LEC 12 2PS5 t' hui i GUN i ER :1 , tU0':'mPLETE TxS0 2� .e: 2005 CRA :, i^ C. , hits 4. 111b, N ~� j mss, I li-Of _111UP lk tL V N Q Z � W Q � Z waft Q t 10/05 NOTE SPH EE T C -1 ftmmi 050901 f# 6 _AJ • CRANE UFtiK Inc. Reserves Al I I-egol Rights To Moteriol On This Sheet — Subject To Griminoi Prosecution REAR ELEV I k" RIFGIIT ELEVATION V4 0\i L' 114 E EMJ `ff I r^ � f I E V .` 1 ON t /�, Nag A' - 2-- ers', e - - ,^.C: - ✓e !.r jn- d i'er s :ed P - ;o* o 60 :,to- �.7 Reorder PEc:s I s (®AR FA60A 74CR & WRIPM TRM RVOED M *mce pw 3 1) 1n10 D05 -3920- PErAll T t i 0 • h is r� b fit s z pill O U- H Q � v 4 g � Z 0 Y 1%o f i r l t1-r v. PM% W% 05Q90t 0 I E7 -AA a 0 L h�, ep I r AA r 6p,AW_ VF_SEN, Inc. Reserves Ail Legal Rights To Mote rIaI On This Sheet —Subject To &iminoI Prosecution PT Zx8" DK %ISTS i6'o.c_ " 15ACK MIN Id - d' INTO STRUGT LW & NAIL TO 2 x Id' YID /Wed @IV' ox. STARED A: i Pir�ens GV C: ! be Cj*� ec-cedw s'C 've -sf;eC P r[or f0 CO^•Siruetfor 0 - % - - - - - - - - --- - 2ND FLOOR FRAMING 7o Reorder Picns IF 114 If 6 @ MIP �+�1jiE�Nr:D% Cif �poot�V�Q JAN 3 0 Zms - - a ,� Doi -397— SELF -..Eo CITY" .r . P. P %,1-r GL 2005 CRANE' CE SU GN i nc. IF %A ll lit h 8 0 IL le w Q z U r Y ;0 FLOOR RAMINO 4 7 KMW.%OWAZR 050901 1 16 di I -..gA r GRATE pE616N, Inc. Reserves Al ! Legal Rights To Material On This Sheet — Subject To Criminal Prosecut Ion NOTE: T �s MANLF. TO VERIF=Y SUPPORT F� TRLJ6SP6 @ CHIMNEY •• sgmi iI < NG-. A! ! D;:-e -ts cns 5-a', { be .'.sec <e� Ard `.'er; e� t �o� To - •� rio s ti u c t io^ w/?-x4" CL6 JSTS @W 0. C. ROOF PLAN I /A To Reorder P!cns Wo f 4 • i f (TMC18.06.740) Maximum roof overhang shall not extend more than 18 inches into the minimum required 5 -foot sctba ck. WDr CO JAN 30ZW6 ` 0f 1 • �1 i4. w� 10. ow* DO 500e 0 31 7011111111low DEC 1 2 20C - PERVi l CENTER ~� 2c0-05 CR ANE I g M 0 LL v I Z �w Ui a W Z ld � V w s 1//05 ROOF PLAN SWEET C 7 IIIIIIIII PLAN NUMB . 050901 0 4 0 AA X��0*—*A2J r V, q*l JA C�Ar+F PE Inc Reserves Al l I_egoI Rights To Mote rioI Ob This Sheet — Subject To Grlminol Prosecution w /6W arC�M POSTS f OUNDATION PLAN REAR PORCH OPTION i i I �1 REAR LE . QA-„ }ti Dire ^sions 6not1 De Gi�ecked Ard Yer ?#ied Prior i o Gor,struct =or. To Reorder Floras ;:,paaA 5 14 s • ft ar 0 ti , . I IG•hT ELEVATION 114 1.9 6 D05mw 3 1 20ow OoMPtIC loaer►uL M 9 0 2008 V 0f Twwft T AI^ i r • � w 01 b bs a M M� fig alb 2 k- J ;1% g � O M Z � Li 0 a Z F Y 1005 OPTIONS OF 7 i 'U4V i�i1W8ER. 05090 .,.aA ROOF PLAN I REAR PORCH OPTION #3 REAR PORCH OPTION r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution RIM JOIST MIN. 7 11(o' A.P.A. RATED 2x6 STUDS S1- IEATHING 3/4' TtG PLY. SHT. OR O.S.B. 16' O.G. 16 d , w 1 2' O.C. R -30 BATT INS. 16d V O.G. I FLOOR JOIST PER PLAN 10d 6 6' O.C. MAX. (IF PLAN IS ENGINEERED, 10d 4' O.C. ENGINEERING INFO TO SUPERCEDE.) ad g 6' O.G. EACH (3 ROWS) 1/2' DIA. x 10' A.B. W/ 1 /4' X 3' X 3' WASHER 0 6' -0' MAX. O.C.a BOLT ad 6 4 O.C. MAX. (3 ROWS) SHALL BE NOT LESS THAN I BOLT WHERE BRICK 4' PERF. DRN. TILE DIAMETERS (3 -1/2 FROM CORNER VEN. - PROVIDE SET IN GRAVEL NOT MORE TNAN 12' FROM THE 5' LIP 6' UNDER ENDS OF EACH INDIVIDUAL GRADE FOUNDATION SILL PLATE, MIN. JOIST cID I' EMBEDMENT GRADE 2x6' P.T. MUD SILL •,, // 1 - 0 4 CONT. REBAR FOR E.A. A Z 14' OF STEMWALL 4 16 MIL. VISQUEEN Z Q VAPOR BARRIER(BLACK) `q 12' CLEAR BEAM TO EARTH 18' CLEAR BOTTOM OF JOIST - � MIN TO EARTH USE "4 DIA. (VERT.) 2 - X CONT. REBAR 4 CONT REBAR REBAR 6 18' O.C. 3' 6' 3' 12' TYP. ONE STORY FOUNDATION 16' O.C. (VERT.) 4 2 - "4 CONT. REBAR TYP, TWO STORY FOUNDATION HANDFRAILS 1. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH d S HAVE A SPACE OF NOT LESS THAN 1 1/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN 1 1 /4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. FI BLOCKING i. PROVIDE FIRE BLOCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. FLOOR LINE . CLG. LINE OR RA1L !ice T x ?; Q F IB • 1. vi ao (q M f i t i / NOTE: OPENINGS BETWE =N [LING$ SHALL BE LE55 THAN 4 TRIANGULAR OPENINGS MfUl BY THE RISER, TREAD, t BOTT ELEMENT OF A GUARDRAIL s STAIR SMALL BE LESS HAN 6'. O 0 fl1 !U1 lo g 0 M(N. 2x12 STRINGERS NOT f I TO EXCEED 24' O.C. 5/8' TYPE 'X' G.W.B. OR M Q (2) 'LAYERS 5/8' TYPE 'X' 6i.W.B. IF STRINGER SPACING- IS i'IORE TWAN 16' oz. ( TAPE t FINISH) i 1 CLOSET OR STORAGE BE LOW STAIR <'C< FLA.Tc J ,O:ST 1"-A +�I FLOOR LINE FLOOR JOIST z L DBL. J015 T i LEDGER z J �I (L RIM JOIST 3/4' T 4G PLY. SHT. OR 0.5.8. �-- R-30 INS. �-- FLOOR JOIST PER PLAN (IF PLAN IS ENGINEERED, d ENGINEERING INFO TO SUPERCEDE.) 5/8' DIA. x 10' A.B. W/ 114' X 3' X 3' WASHER g 4' -0' MAX. i BOLT SHALL BE NOT LESS THAN - I BOLT DIAMETERS (4-3/6 FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. \7' EMBEDMENT 2x6' P.T. MUDSILL � (1) - 11 4 CONT. REBAR FOR EA. 10' OF STEM WALL a �— .6 MIL. VISQUEEN VAPOR BARRIER (BLACK) ` MIN. R -38 (THER IAX INSUL. W/ EQUIV. R- VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT-) 12 GILO (TYP-) MIN. 23/32' T4G- UN - DERLAYMENT, UNl.O. - 0--I * i= : w1 A u hf2 . i -V WV . IER PLA NOTES: L AL EXTERIOR WALLS TO BE CGNSTf;aJCTED N ACCORDANCE W1 TPE MN. PROVISICNS PER 2003 15C UNO ON TkE PLANS i AS SPECIFIED FURTHER ON Si=EET 53. 1 iNTER!CR WALLS TO BE 2x4 CGNSTRUCTIC N. TYPICAL EXCEPT STEM WALL Z 4' 1 8. 4 16 • ' 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. s 10' O.C. 11 4 REBAR g 16'oz. (2) - X REBAR CONTINUOUS TYP. BASEMENT SLAB r_ cA (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. a4' -0 W1 1 /4 2 X3'X3' WASHER) 4 BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS (4 -3/8 FROM COMER AND NOT MORE THAN 12' FROM THE ENDS OF EACI, INDIVIDUAL FOUNDATION SILL PLATE MIN. It EMBEDMENT (I) •4 CONT. FOR EACH 10' OF WALL THERMAL BREAK 4` CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W WM. IN SLAB 8' 24' 1, �. 4 8 16' R -10 RIGID INS. PERIMETER 0 4 VERT. -e 1(o'o.C. W/ ALT. HOOKS 2 - 0 4 CONT. REBAR �f V(/... �I i V�M JAN 3 0 2WO ____ ; (:4 a Tula �s ems• AM •.. -. �Arr TYP. BASEMENT SLAB POSITIVE _Z C O!�t =CTI cv = r e P'Lt.^'B11 t GARAGE ..=P�,�cA.1C.N T ;' P. WA %E C T I O A! ;R SECTION ' d; �d's��/: 5x8: 1 Ar o V ed P- c- o Cc-a ►'.:G:ror. To Rscrcw =tars Y9 ti R -30 BATT INSULATION OR INSUL. PER SUBMITTAL 51:PPORT BEAM PER PLAN USE ST22 HORIZ. 0 BM. TO BM. SPICE. 2)c6' CLEAT (EA. SIDE) OR SIMPSON MTL T;E (PC TYPE) 4xfo' SUPPORT POST PRESWRE TREATED OR ELEVATED MIN. Be ASV. EAR T W SSO FELT POST BASE TYPE ANCHOR a C- .;BADE CORD_ PIER -PER PLAN to �'11L VISQUEEN (BL40< ONLY) TYP_ POST B D T L (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS ( WASHER) t BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. I' EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL W/ 6x6 - W2.1 x W2.1 W.W.M. IN SLAB. i o Zg a M1 I at � �v � ue s s � � P a l s`� � v r V s L's 's o g 11w 4 o `bf. �. 00 CD w In 0 uj 0 Z Q a� 0 C. ? o„ N mot• , ; n t Q N t-- Cn= s 41 �, a CV ig --- t` .n E QR �~ o a oz Z 2003 I.B.C. SHEET S 1,0 40000 PUNFAAM i 3' 1 4. 3 ` 12' 2x4 STUDS 0 16' O.C. (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) �- 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ 1 /4' x 3' X 3' WASHER 6 6' - 0' o z. t BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS (3 -1/2 FROM CORNER 4 NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, t MIN. `I' EMBEDMENT — (I) - •4 CONT. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 W2.1 x W2.1 WaIJM. IN SLAB. C1 DE . z ' cA � � 0 4 VERT. REBAR 18' oz. 'MIN. — (2)- *4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.B. PLATES e SHEAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 CF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN t ELEVATION W/ MIN. i/16' APA RATED SHEATHING% UNO W/ 8' - 0' PANEL LENGTH PLACED PEW. TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED Sd a 6'o PERIMET 4 ALL SUPPORTED PANEL EDGES 12'o.c. s FIELD TYPICAL UNO WA5' FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL I' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON Hl HURRICANE TIES 0 2' -0' o. c. 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) trod E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING NAILING a 6'oz. MAX. Ix8 R.S. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE PLAN HEADER - PER PLAN WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS * 1(o'oz. OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16` APA RATED SHEATHING (SEE PLAN FOR NAILING 4 SIDING) INSTALL BUILDING- PAPER OR FELT BETWEEN SIDING- 4 WALL SHEATHING- TYPICAL_ ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOUNDATION NOTES REf = %r- 0711 n= s �'lt rG.T�� i LrC.V � tCI v ClP"Q'!*' 2022 CRA%E C=_542i : . r t r FLOOR JOIST z L DBL. J015 T i LEDGER z J �I (L RIM JOIST 3/4' T 4G PLY. SHT. OR 0.5.8. �-- R-30 INS. �-- FLOOR JOIST PER PLAN (IF PLAN IS ENGINEERED, d ENGINEERING INFO TO SUPERCEDE.) 5/8' DIA. x 10' A.B. W/ 114' X 3' X 3' WASHER g 4' -0' MAX. i BOLT SHALL BE NOT LESS THAN - I BOLT DIAMETERS (4-3/6 FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. \7' EMBEDMENT 2x6' P.T. MUDSILL � (1) - 11 4 CONT. REBAR FOR EA. 10' OF STEM WALL a �— .6 MIL. VISQUEEN VAPOR BARRIER (BLACK) ` MIN. R -38 (THER IAX INSUL. W/ EQUIV. R- VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT-) 12 GILO (TYP-) MIN. 23/32' T4G- UN - DERLAYMENT, UNl.O. - 0--I * i= : w1 A u hf2 . i -V WV . IER PLA NOTES: L AL EXTERIOR WALLS TO BE CGNSTf;aJCTED N ACCORDANCE W1 TPE MN. PROVISICNS PER 2003 15C UNO ON TkE PLANS i AS SPECIFIED FURTHER ON Si=EET 53. 1 iNTER!CR WALLS TO BE 2x4 CGNSTRUCTIC N. TYPICAL EXCEPT STEM WALL Z 4' 1 8. 4 16 • ' 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. s 10' O.C. 11 4 REBAR g 16'oz. (2) - X REBAR CONTINUOUS TYP. BASEMENT SLAB r_ cA (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. a4' -0 W1 1 /4 2 X3'X3' WASHER) 4 BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS (4 -3/8 FROM COMER AND NOT MORE THAN 12' FROM THE ENDS OF EACI, INDIVIDUAL FOUNDATION SILL PLATE MIN. It EMBEDMENT (I) •4 CONT. FOR EACH 10' OF WALL THERMAL BREAK 4` CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W WM. IN SLAB 8' 24' 1, �. 4 8 16' R -10 RIGID INS. PERIMETER 0 4 VERT. -e 1(o'o.C. W/ ALT. HOOKS 2 - 0 4 CONT. REBAR �f V(/... �I i V�M JAN 3 0 2WO ____ ; (:4 a Tula �s ems• AM •.. -. �Arr TYP. BASEMENT SLAB POSITIVE _Z C O!�t =CTI cv = r e P'Lt.^'B11 t GARAGE ..=P�,�cA.1C.N T ;' P. WA %E C T I O A! ;R SECTION ' d; �d's��/: 5x8: 1 Ar o V ed P- c- o Cc-a ►'.:G:ror. To Rscrcw =tars Y9 ti R -30 BATT INSULATION OR INSUL. PER SUBMITTAL 51:PPORT BEAM PER PLAN USE ST22 HORIZ. 0 BM. TO BM. SPICE. 2)c6' CLEAT (EA. SIDE) OR SIMPSON MTL T;E (PC TYPE) 4xfo' SUPPORT POST PRESWRE TREATED OR ELEVATED MIN. Be ASV. EAR T W SSO FELT POST BASE TYPE ANCHOR a C- .;BADE CORD_ PIER -PER PLAN to �'11L VISQUEEN (BL40< ONLY) TYP_ POST B D T L (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS ( WASHER) t BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. I' EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL W/ 6x6 - W2.1 x W2.1 W.W.M. IN SLAB. i o Zg a M1 I at � �v � ue s s � � P a l s`� � v r V s L's 's o g 11w 4 o `bf. �. 00 CD w In 0 uj 0 Z Q a� 0 C. ? o„ N mot• , ; n t Q N t-- Cn= s 41 �, a CV ig --- t` .n E QR �~ o a oz Z 2003 I.B.C. SHEET S 1,0 40000 PUNFAAM i 3' 1 4. 3 ` 12' 2x4 STUDS 0 16' O.C. (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) �- 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ 1 /4' x 3' X 3' WASHER 6 6' - 0' o z. t BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS (3 -1/2 FROM CORNER 4 NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, t MIN. `I' EMBEDMENT — (I) - •4 CONT. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 W2.1 x W2.1 WaIJM. IN SLAB. C1 DE . z ' cA � � 0 4 VERT. REBAR 18' oz. 'MIN. — (2)- *4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.B. PLATES e SHEAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 CF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN t ELEVATION W/ MIN. i/16' APA RATED SHEATHING% UNO W/ 8' - 0' PANEL LENGTH PLACED PEW. TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED Sd a 6'o PERIMET 4 ALL SUPPORTED PANEL EDGES 12'o.c. s FIELD TYPICAL UNO WA5' FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL I' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON Hl HURRICANE TIES 0 2' -0' o. c. 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) trod E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING NAILING a 6'oz. MAX. Ix8 R.S. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE PLAN HEADER - PER PLAN WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS * 1(o'oz. OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16` APA RATED SHEATHING (SEE PLAN FOR NAILING 4 SIDING) INSTALL BUILDING- PAPER OR FELT BETWEEN SIDING- 4 WALL SHEATHING- TYPICAL_ ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOUNDATION NOTES REf = %r- 0711 n= s �'lt rG.T�� i LrC.V � tCI v ClP"Q'!*' 2022 CRA%E C=_542i : . r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution .o . I @1T 15' (MAY VARY - SEE PLANS) FOUNDATION / RETAINING UJ,4LL (18' TO 4' - 0' H1GI -I W/ PONY WALL) CONT. INUOUS PEADER OR ST6236 6 JOINIT (HDR AS P =R PLAN) COLI:t"N-1 CAP * MIULLIaN •�EADER C-OKNI ECTION — SEE PLAN FOR SIZE 2) 2x6 ST6236 TIE STRAFE CIS cR CN JO.NIT6 A,'—I L ..L L 2x6 STUDSS 9 gib' OC. A35 GIPS 9 BA$E YPICAL `;-tN. '1/I6' ,»PA RATED 6i4=�.ATf• -nN. '6 `AILED Sol 9 4'0.6. A LL EDGES BL GC<ED UX0. 2x6 SOLE PL A, -. NXLED —� 166 s 4' or 5 T AGG =R.ED <:? ; OR F0LxrDAT ;0% D E '" I AIL sA� MIN. 1116' APA RATED SHEATHING UN.O. W/ TYVEK, 30• FELT OR SIM APPROVED VAPOR BARRIER OVER 2x6 STUD WALL SOLE PLATE NAILED W/ 16d 0 8' O.C. - STAGGERED, PROVIDE BLOCKING RIM JOIST RI t FLOOR JOISTS AS PER PLAN -PLY. SPLICE SHOULD BREAK ON COMMON MEMBER Sd s 4' O.C. 6 SOLE PLATE, RIM JOIST 4 TOP PLATE DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) (IF PLAN 16 ENGINEERED, ENGINEERING INFO SHALL SUPERCEDE) 5/8' x 10 A.B. s 36' O.C. W/ 3116' x 2' x 2 WASHER (BOLT SHALL BE NOT LESS THAI`! 1 BOLT DIAMETERS (4 -3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL • Sd IS 8' O.G. GRADE ' REBAR CONT. HORIZ. s 10'0.c. ' *4 VERT. is 16'o.c 2x6 FURRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS 4 CONG. R -21 INSUL. ` 4' CONC. SLAB W/ 6x6 - W2.1 x `w2.1 W101. ON 4' GRAVEL FILL. THEE" IAL BREAK R -10 RIGID INSULATION 2 - 0 4 DIA. CANT. 3' UP - 3' IN NOTE: SOIL BACKFILL ON EXTERIOR 'HALL NOT EXCEED A HEIGHT GREATER THAN 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. TO PvS- U/ ,6d 0 o c. GARAGE DOOR DRIVEWAY PER CONTRACTOR. III III =III lll: CONTINUOUS FOOTING - I DRAIN jik 2 ' CONT. REBAR CONTINUOUS FOOTING PER PLAN TOP PLATES HEADER - PER PLAN 1/2' + BOLT THRU - LEDGER AND INTO HEADER s 3' IN FROM EACH END SUPP ORT WALL t VENEER BEYOND OPENING b' MINIMUM ----- DOOR OR WINDOW OPENING 4' BRICK VENEER STEEL LEDER - L b' x 3 1/2' x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON VENEER t 10' CONC. STEM WALL, FOR 6' -0' OR L ESS SPANS CAN USE: L 5'x 31/2' x 1/4' -- -� STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW Tl'P. HEADER OPENING a ENTRY GRADE BEAM AT GARAGE 5/8' DIA x 10'— E30LT s 36' O.C. W/ 2x4 P.T. MUDSILL ._ •I�ill�li= IIf 12' 1 - +4 DIA. CONT. 3' UP I\!ON - SEARING 5HE WALL FTC . 5/8' DIA_ x 10' A.B. s 48' O.C. - 3 STORY (WHERE PL t7 LO10D USE 5/8' DIA. x 10' BOLT s 32' O.C. W/ 2x4 PT. "AJDSIL L) 15' (2) - 6 4 VERT. TIED W/ 0 2 TIES A 8'oz. W/ ALTERNATE HOCKS SOLID GROUTED CORE A�� • 4' x 8' x 2' BRICK 0 9 GA WIRE TIES IN BED JOINTS t ACCROSS CORE 9 MAX. SPACING OF 1 PER 12' OF DIMENSION IN EACH DIRECTION t 12'o c. VERTICAL. TYP. 3RIG CO�Ui 'IBC AT ENTRY 2x6' STUDS NOT TO EXCEED 24' OC. 2 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES 514ALL BE CORROSION RESISTANT, AND IF MADE OF 614EET METAL, SHALL HAVE A MIN. THIC.4�IESS OF 0j030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY I /8' OR IF OF WIRE, SHALL HAVE A MIN. DIA_ OF 0.148 K (NO. 9 BW. GAGE). WALL TIES SHALL BE SPACED 50 AS TO SUPPORT NOT MORE THAN 2 SGL FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER 14ORIZ. WALL TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEItlINT WIRE HAVING A DIAL OF 0148 M (N0.9 BI13 GAGE) OR EQUIV. THE JOINT REI`NFORCZ bNT SHALL BE CONT. WITH BUTT SPLICES BETWEEN TIES PERMITTIED. 15i FELT VAPOR B. SHALL BE APPLIED OVER THE SHEATHNG. AIR SPACE OF AT LEAST 1' SHALL BE MAINTAINED BETWEEN T14E BACKING AND THE VENEER. SPOT 2x6 STUDS s Ib' O C_ s 3 STORY BEDDING AT ALL TIES MALL BE OF C MENT MORTAR. 2x4 is 1 t 2 STORY 4 COk1 . SLAB OVER 4 GRAVEL FILL W/ 6X6 - W2.1 x W2J W01"I. IN SLAB 1 \_ 6 MIL. VISQUE�i W/ 1' SAND OVER 'S LIVING- AREAS 2 - •4 DIA. 3' ESP t 2 OR 3' DOWN INITP�IOR BARING WAL L. ON SL AB WOOD �j OIST SYSTEI i t .•4 CRAWL SPACE GR BA. TEEMi m T 6' CR 8' - SEE a — PLANS • 3' MINK �t 0 T 11 7 - TO 19' t t 5E CT I ON �,-.- • r -�— � - -� � _ � G �� �- a d. -: �•�_ -� .- tea .. -,. �c Q.�ce• °'ass 'l8? ?:SdS -3`2` t ti TOP OF STEM WALL BEYOND 4' CONC. SLAB ON 4' COMPACTED FILL THICKENED EDGE - - SLOPE 3' - - - - -- - - -- 4 . a v -d. ° Ira 1 ` 6 16' o.c. SEAL WITH TRIM OR CAULK I" , FO WORWR A 0o°nuto JM 3 0 20g$ Qty of Twkwi�~ 3/8' DIA. WEEP MOLES 2'(121S) —5' MIN. 3' MIN_ 0 REGE .zJ .L r 4 7 'r i •'1 KERM E Ceti' cR CO°^. l 93" 7 2202 C_RA.� NG_ o ] SIT ; C aj a$ 1< say pfrAl zbs a t �z a f pgo �s��g s'' $ . Ili I 0 LS M � b �� O M,iV �i � ¢ V CD t� Q LU 0 6 Cn Uj 0 tttttttt� Q o U. ti C* O C � m Sa � ON 'A v • VI • 3 �o LL. 1= �CID c § V " o C ' tL O 1- W Z ]C TA� 2003 I.B.C. i • i a CRME DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subjectt To Criminal Prosecution GE NOTES= 1. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 SQ. FT. FOR EACH 150 60. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24. 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 16 IN SOFFIT AND 1/2 15 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SQ.FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. 3. CONCRETE C7 • 6. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR. TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE I HR. (5/8' TYPE 'X' OR EQUAL) 8. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE is FRONT_ 10. EGRESS IN EVERY SLEEPING ROOM SHALL NAVE A MINIMUM NET CLEAR OPENING OF 5.1 50. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20 BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 11. FIREPLACE CODE COMPLIANCE PER 2003 IRC AND LOCAL BUILDING DEPT. STRUCTURAL NOTES: I. DESIGN LOADS (VERIFY SNOUT LOAD PER AREA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATEGORY D2 U.N.O. BY ENG. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 95916 MMO. A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 -314 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 26 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 402.2 IRC B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 - 1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN. 35' PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ASTM A615 -WITH DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACI -318 B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSI) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -A185. A. PER 2003 IRC 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING 16 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. B. WEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. 13. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIER, SHALL COMPLY WITH THE 2003 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IRC 4 LOCAL BLDG DEPT. 15. GLAZING= IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 16. SLIDING - GLASS DOORS TO BE SAFETY GLAZ11�1G-, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 16. G- LAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. 19. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED 20. ALL EXTERIOR WOOD TO BE TREATED 21. TI-115 OFFICE ASSUMES NO RESPONSIBILITY A$ TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS_ SERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. THE ATTACHED PLANS AFRE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS W ILL VIOLATE COPYRIGHT LAWS_ THE HOLDER CF THESE DRAWING -S MUST PAY A FEE FOR T HE USE OF TAE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. NOTE5. ENERGY MOTES PER 2003 WASHING- -TON STATE ENERGY CODE: PROVIDE AND MINK UM ADDED INSULATION LEVEL OF R -38 s CE ILINGS R -21 is ALL WAILS EXPOSED TO l�^i:- SEATED SPACES R -30 FLOORS OVER I.NWEATED SPACES R -10 AT 51-AB PERIMETER, INSTALLED HORIZONTALLY 24' UNDER SLAB, WHEN CONCRETE FLOORS AIRE WI s N'.N 12' OF GRADE. ALL OPEN. 5 ATiF3 JOi?�tTB itv EXTERIOR WA "ALL BE SE ED, C `'LtD GR �w,EAT� E STRI�P=D A T L '-191 T A'. R LEA: , -E- A.N A, I 'OVED VA:=GR BAR4!ER SHALL BE PR,0T-ERLy I\STAL LED IN ROOF, !N# ENCL05ED - Ar 1 ER SPACES, FORMED :A;ERE CEVK6, ARE DERECTLY TO T""& UNDER OF ROOF RAF 1 ERS, AL50 IN EXTER!CR WALLS. NS A b - B! AC << V G -- 0, - -N COVER, L•" -._='° D 1' -O' AT JGr TB ,AND `cX c� cD i:P :G i O0ND A I ICN + i:- (i4.ViviRE✓ AT AL C UUL SPACES) i�PL ACES S--►AL! BE PROVIDED WIT " A. 741-14T]1-1 F I TT N`G FLUE 00 -PERS. B. READILY ACCESSIBLE i' 1A4N''JAL CR AUTO CCNTROLS. &r< FEQS SHAL PAVE A FLOW CONTROL DEVICE TO L.INI- I i FLOW 1 O A t iAX. OF 2.5 C- PER SHClI,ER HEAD. WAT ;-!EATERS ARE REQUIRED TO BE LABELED AS C' 1PLYPNG WI NAECA IW1 ELECTRIC 1114TER H AT= cRS LCCAT'cD i1t E;tVH S1� AGE:v�`G! -1 A$ G- ARAG-ES TO BE _ 'STALLED Chi AN I :. , Sr [5: E N. SULA T ION 0 V1Ns - OF: Ta AB0VOE FLOOR GAS OR EL EC_ (R -10 MIN-)_ C. SEE PLANS FOR PLYWOOD. Co. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSC.) 1. STRUCTURAL FRAMING- A. FRAMING TO BE IN COMPLIANCE IANCE WITH 2003 IRC B. PROVIDE NAILING IN ACCORDANCE WITH 2003 IRC NOTE: STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E. USE APPROVED J016T HANGERS WHERE REQUIRED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER. INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 4 TO ADEQUATELY BRACE TRUSSES. 6. STUD WALLS A. USE 2x6 1-F'2 STUDS AT 16' O.C. (24' O.C. MAX.) PER 2003 IRC W/ 2x4' CONSTRUCTION, SPACING- NOT TO EXCEED 16' O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED LOWEST LEVEL W/ SPACING NOT TO EXCEED I6' OC_ B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN_ NAILING OF 6 -16d 0 48' MIN. LAPS 0 EACH SIDE OF JOINT WArod 0 12' O.C. BETWEEN PLATES FOR EXT. E INT. LONG WALL (2 l 3 STORY BLDG.). 9. ROOFING A. APPLY ROOFI'vG- IN ACCORDANCE WITH 2003 IRC B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING- PL,4VS. FLOOR DIAPHRAa!`'I: MINIMUM 19/32' THICKNESS APA RATED TONGUE t GROOVE SHEATHING WITH 10d NAILS s 6' O_C_ AT SUPPORTED 6.11EATHING- PANEL EDGES AND 10' O.C. AT INTERMEDIATE FRAMCC- 1 El ER5 (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR R! SPEGIr=�GA *EOi�S: CCJNG -TE AND STEEL SE ECIFICAT[Cn�IS: L USE 3000 PSI CONCRETE SPECS AT 28 DAYS. 2_ U. ASTM i` .4618 - 6S CR EQUA! GRADE 40 REBAQ LAPPED 30' MMI AT SP! ICES, C0f.;Z-N`ER5 Z i'N T ERSECTION�. FOR ROOF OR FLOOR TREI.SSES_ INCLUD . ' - GIRDER TRUSSES. gTC: 1. T14E s, `1AV.=- ACTtJ1IqVR SHALL PROVIDE ALL DESIGN AND ENG-•INEER.i t - U, W WAS4 , ' -T0% STATE PF_ STAc"P ON DEVGN% DURNs Cz E'RECTION OF T fZ]SS =v, THE BUILDER SHALL TAKE CARE TO ADEOUATELY BRAG TEES t ALSO NOT TO OVERLOAD THEM WITH EXCESS BUIL DiNNG- 11,41ERIAL S. �:►� -�.-3 Gr= 7"'� ?� Jc°: �°G -s'S id ' �G ��' -: ►C���. tGr. - - -- - *O �.°C1CSP1 C 't1� �f�.Q`i�Q -�1 • • 1 I C M>:��� bs bE; x l 1%02 - � 1 � �s� g ar 01 M p �� 4-.631 �NOLOOp�R���u CD J a w 0 �I W H O Z J Q U a >= FM ns31 c� M96 t Cu. e%a12 5 :8 I- C:0 4" 32 co � o fcf'"s � In �4TE: REV.: MUM IAS 2003 I.B.C. sHMT S3 CF REVIEWEM MVI PHANM Q0013AU ry MAN 3 0 20M a .39snow PECE. iEO r�Ar n L vli RE iv- t,cv. =it ��'RCC�'• 2P.0i G�.� DESK r�.'G. R r CRANE DE5iGN. Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution FASTENER SCHEDULE FOR STRUCTURA MEMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER e TYPE OF FASTENER'''" SPACING OF FASTENERS Joist to sill or girder, toenail 3 -8d Edges (=aches)' 1'X6' sub floor or less to each Joist, face nail 2 -8d 2 st 1 FASTENERbic "' 2' subfloor to foist or girder, blind and face nail 2 -16d structural panels, subfloor, roof and wall sheathing to framing, Sole plate to ,joist or bloccin , face nail l6d 16 o.c. Top plate/Sole plate to stud, end nail 2 -f6d i Stud to sole plate, toe nal! 3 -8d or 2 -16d enclose conditioned spaces through which therma 1 energy may Double studs, face nail 10d 24' o.c. Double top plates, face nail fed 24' o.c. Sole plate to ,Joist or blocking, at braced wall panels 3 -16d 16' o.c. Double top plates, minimum 24 -Inch offset of end Joist, face nail in lapped area 8 -16d 12 51odking between ,joists or rafters to top plate, toenail 3 -0d 6 Rim Joist to toE plate, toe nail Sd 6` o.c. Top plates, laps at corner and intersections, face nail 2-10d tither wait s heathm " Built up header, two pieces with '/z' spacer 16d 16 o �C. alon each edge Continued header, two pieces 16d 16' o along each edge Cellin ,Joists to plate, toe nail 3 -8d than the furisace or furnaces installed with a minimum clear working space less Continuous header to stud, toe nail 4 -8d G G .W.B. TAPE AND FINISH. Ceiling Joist, laps over partitions face nail 3 - 10d bbasement, or similar location whtere heavier- than - air gas m i g ht collect Ceiling Joists to parallel rafters, face nail 3 -10d 3 � Rafter to platetoenall 2 -16d means for removal of unbarred gas. (Approval must be granted by I' brace to each stud and plate, face nail 2 -8d 2 staples 1 SHOULD BE THERMALLY INSULATED I' x 6' sheathing to each bearing, face nail 2 -8d 2 staples 1 3 I' x 8' sheathing to each bearing, face nail 2 -8d 3 staples N { 1 Wider than I' x 8' sheathing to each bearing, face nail 3 - 8d 4 staples 1 Fire dampers need not be installed in air ducts passing through the wall, floor, Built -up corner studs lOd 24' o.c. Built -up girders and beams, 2 -inch lumber layers lOd Nail each layer as follows: 32' o�c. at top and bottom and staggered. Two nails at ends and at each splice 2' planks 2 -16d At each bearing Roof rafters to ridge, va l ley or hip rafters: toe nail face nail 4- Mod 3 -16d 1 Rafter ties to rafters, fac-- 3 - 8d sheatk r.0 Wood st. *uc ;.;ral parer 3/4' and less 'r 1/8' - 11:" 1 3/4' oalvanized rooTirf rsa "t I/ 8o GGt :TC+z ro't I staple oalvanized, 1 518' 1 j lcna: 15/8 sere- 1 IT u S f lit c v f v• cc�rr�+^aticr, sLb focr croe*!a i 6d def f :.=ed ra or 8d COf-werGn na i I : I Sd coX- .t*oi': rail Cr 86 deformed rail !0d ccsrmon na or 8d defo med ra A tc frar; b A" Srs ;' eke Cr `ro vs.r 'ed °•'✓ re, vs:r..c:'ce_ �o Sao► °'vs Y8@mX�A8 -5i2' ti V ox n CD qr C vim- � B 12. GYPSUM WALL OARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING THROUGH GARAGE WALLS , FLOOR OR CEILING ARE TO BE NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. 14. LANDINGS OUTSIDE TO BE NO MORE THAN I' BELOW THE THRESHOLD_ 15. INTER iEDIATE RAILS TO BE NO MORE THAN 4' APART_ 16_ STAiR HANDRAILS AND HAND GRIPS ARE TO HAVE II/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) Il_ 5/8' TYPE 'X' G-IU.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING 1S MORE THAN 16 `o c. 18 WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POINT WITHIN THE UPPER 1 /3RD AND THE LOWER 1/3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCH ABOVE THE CONTROLS_ 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 iRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WiTH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS OR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODCOMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HiP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS RD BOTTOM CHO WILL NOT BEAR ON NONBEARING WALL. 10_ ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'Hl' ANCHORS. II. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRiOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FiELD INSPECT ION. 13. PROVIDE SCREENED BLOCKING - OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS a 24'oc. UNA_ SPANS EXCEEDING 10' -3' FRAME OVER W/ 2x8' 0 24' O C. FOUND f ON . 1. GALVANIZED METAL FLASHING - TO BE INSTAL LED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8' A � GROUND 4NLESS PRESSURE TREATED MATERIALS ARE USED. 19. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH '-IABiTAeLE ROO"I. 20. WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY Y TO EXTERIOR. 21. ALL SAFET GLAZING- HALL BE PERMANENTLY LABELED DESIGNATDWS THE TYPE AND THiC1KNESS OF GLASS" AND TWE SA=ETY GLA W� WITH U410 l IT COMPLIES _��� ROOF 1. ATTIC i ILATiON PER 2003 fR+G SEE VENTfL , GALCUL,4Tl�1S PROM ED.,, 2. VENT GP�IING -S HALL BE COVERED WITH COR�cOSIC�N RESISTANT WARE i` iEsk WITW F_.:N OPM6 114 5Q 1N, 04 . EI D S - IM 3. ROOF VALLEYS TO HAVE 28 CADGE GALVANNMED FLASHNI G-_ SEC I E ON%5: 1. ALL EXPOSED INSULATION � iATER.- AiLS INCLUDI`'+G FACING SUCH AS VAPOR BARRIERS OR ILEA T HE RED PAPER SWAJLD HAVE FLAME Ste, cEAD / &'IOKE DEVELOPED RAT 1' 6 S- =-OUNI ON 25/450 GR LESS. NOTE: ALL II,�r0�'iA T IOC rFOViDED ` 15 C. E I C c._ Tp r VERIFY LOCAL CODES F CONSTRI JCTIGN iS N OTHER INAN LUA. STATE. LA 4.9ml It x C n1 u 0 lit a _ 3 f 2 =1 N' 111 "08 °° i t".1=r � CD W w Cl) O z >= F= 0 U_ in 40o '" N W 'fit a 1` O �C co 0 r-C a.�m Y.. 0 o z ZY T A C. � 2003 I.B.C. For .51:1 t:1 inch = 25.4 mm, I foot = 304,8 mm, 1 mile per hour = 1.609 km/h 12 12 a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 1. DRYER MOISTURE E DUCT connections shall have minimum average bending gelid strength as shown: 80 k# (551 MPa) for shank diame er of 0.192 tndh SHALL NOT EXCEED A TOTAL OF (20d common nail), 90 kst (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0 inch or less. ICAL EFFECTIVE LENGTH OF 14' -0b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater 8. MASONRY FIREPLACES SHOULD d. Four- foot - -8 -foot or 4- foot -by - -foot panels shall be applied vertically. BE PROVIDED WITH A TIGHTLY 5 acin of fasteners not Included in this table shall be based on Table 8602312) FITTING FLUE DAMPER AND A p 9 READILY ACCESSIBLE MANUAL f. For regions having basic wind speed of 110 mph or greater, Sd deformed nails shall be used for attaching plywood and CONTROL. AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 46 -Inch distance from gable end walls, if mean roof height is OF COMBUSTION AIR SHOULD BE more than 25 feet, up to 35 feet maximum. PROVIDED WITH A DUCT OF 4 SQ. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable INCHES MINIMUM AREA AND REA- end wall framing shall be spaced 6 inches on center. Men basic wind speed is greater than 100 mph, nails for attaching OILY OPERABLE DAMPER. panel roof sheathing to Intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls and 4 inches on center to gable endwa ll framing. K Gypsum sheathing shall conform to ASTM C l9 and shall be installed in accordance with GA 253. Fiberboard sheathing shall S. WATER HEATERS LOCATED IN THE conform to either AHA M4.1 or ASTM C 206 GARAGE OF UNHEATED FLOOR ARE 1. Spacing o f fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all TO BE INSTALLED ON INCOMPRE- floor perimeters only. S of fasteners on roof sheathing panel edges applies to panel edges sup by framing members and at all roof plane perimeters. Blockingq of roof or floor sheathing panel ed es perpendicular to the framing SSiBLE INSULATION. members shall not be required except at intersec0on of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. 10. HOT AND COLD WATER HEATER PIPES iN THE GARAGE SHOULD BE �� ` � � � : � � � INSULATED WiTi -I MINIMUM R -3 INvUL. I E WITH A FLAME SPREAD OF 25 OR SOLiD FUEL BURNING APPLIANCES LESS. Solid fuel burntn ltances include airti ht stoves, fire laces stoves, room 1 - PILOTS, BURNER, HEATING ELEMENTS 11. THE SHOWER SURROUNDS ARE TO g a pp g p 4 SWITCHES OF THE FURNACE AND H.W. BE A SMOOTH, HARD AND NON - heaters /fireplaces stoves, factory -built fireplaces, and fireplace insets. SHOULD BE A MINIMUM OF 18' ABOVE ABSORBENT SURFACE NOT LESS Unless otherwise ado tad b Kin Count all solid fuel burning appliances THE GARAGE FLOOR THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. p y y- shall comply with 2003 iPC ALSO BE PROTECTED AGAINST ANY SPACING - OF FASTENERS DESCRiPTIONN OF DESCRIPT1C'N OF Edges (=aches)' Intermediate supports BUILDING MATERIALS FASTENERbic "' -� lind�es) structural panels, subfloor, roof and wall sheathing to framing, , Wood and particleboard wall sheathing to framing LIGHT, DEAD BOLT, OR SECURITY 6d common nail 6 12 i (sub floor, wail) FLOOR. enclose conditioned spaces through which therma 1 energy may 8d common na i 3. ALL WOOD IN CONTACT WITH B. Fuel burning equipment located outside the building CONCRETE OR MASONRY SHOULD (roof)' BE PRESSURE TREATED WOOD C. Ductwork location and source of combustion air, refer #le/32' - 1' 8d common nail 6 12 1 1 118` -1 114' 10d common ra or 6 #2 TO SLEET'"'- ING ROOMS, A SMOKE 8d deformed na fl DETECTOR WILL BE INSTALLED No warm -air furnace shall be installed in a room used of designed to be used tither wait s heathm " 11/2` regular cellulosic 1 1/2' galvanized roofing ` 3 b lfiberboarCi sr�eatni r0 nail 6d cow.m. o i nail No warm -air furnace shall be installed in a closet or alcove less than 12' wider I than the furisace or furnaces installed with a minimum clear working space less staple #bga., 1 1/2' lcr:g 3' along the sides, back and top of the furnace. G G .W.B. TAPE AND FINISH. Liquefied petroleum, gas- burning appliances shall not be installed in a pit, bbasement, or similar location whtere heavier- than - air gas m i g ht collect 6. ALL DUCTS, PLENUMS, AND ENCL 1/2' structural cellulosic 11 1r1' galvanized rooting 3 � 6 i oerboa rd s hea thirc na I l Sd common na i l: .s means for removal of unbarred gas. (Approval must be granted by FROM GARAGE INSTALLATIONS), staple 'bga., 1 1/2' !ono SHOULD BE THERMALLY INSULATED Heating and cooling equipment located In a garage and which generates 25/32' structural cellOosich ;/4' Galvanized roofirid 3 6 � °:berboard sineathina !nail: Sa common rai { 1 tie floor level. 1 ' ; staple !6aa., i 3/4' tone Fire dampers need not be installed in air ducts passing through the wall, floor, sl^ea.h,rg ? #JI' oalvarized rcofino 4 8 ra l (co C.40 MOn M 1l structed of steel having a thickness not less than 0-015 inch (No, 26 Galvanized staple oa ivanized, i 1/2' if I lWarm.-air furnace installaticr!s in attics or crawl spaces shall ...ply with 2003 iRC ' tor: : I t/4' scres:s, 1 T woe W or S sheatk r.0 Wood st. *uc ;.;ral parer 3/4' and less 'r 1/8' - 11:" 1 3/4' oalvanized rooTirf rsa "t I/ 8o GGt :TC+z ro't I staple oalvanized, 1 518' 1 j lcna: 15/8 sere- 1 IT u S f lit c v f v• cc�rr�+^aticr, sLb focr croe*!a i 6d def f :.=ed ra or 8d COf-werGn na i I : I Sd coX- .t*oi': rail Cr 86 deformed rail !0d ccsrmon na or 8d defo med ra A tc frar; b A" Srs ;' eke Cr `ro vs.r 'ed °•'✓ re, vs:r..c:'ce_ �o Sao► °'vs Y8@mX�A8 -5i2' ti V ox n CD qr C vim- � B 12. GYPSUM WALL OARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING THROUGH GARAGE WALLS , FLOOR OR CEILING ARE TO BE NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. 14. LANDINGS OUTSIDE TO BE NO MORE THAN I' BELOW THE THRESHOLD_ 15. INTER iEDIATE RAILS TO BE NO MORE THAN 4' APART_ 16_ STAiR HANDRAILS AND HAND GRIPS ARE TO HAVE II/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) Il_ 5/8' TYPE 'X' G-IU.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING 1S MORE THAN 16 `o c. 18 WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POINT WITHIN THE UPPER 1 /3RD AND THE LOWER 1/3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCH ABOVE THE CONTROLS_ 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 iRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WiTH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS OR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODCOMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HiP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS RD BOTTOM CHO WILL NOT BEAR ON NONBEARING WALL. 10_ ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'Hl' ANCHORS. II. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRiOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FiELD INSPECT ION. 13. PROVIDE SCREENED BLOCKING - OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS a 24'oc. UNA_ SPANS EXCEEDING 10' -3' FRAME OVER W/ 2x8' 0 24' O C. FOUND f ON . 1. GALVANIZED METAL FLASHING - TO BE INSTAL LED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8' A � GROUND 4NLESS PRESSURE TREATED MATERIALS ARE USED. 19. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH '-IABiTAeLE ROO"I. 20. WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY Y TO EXTERIOR. 21. ALL SAFET GLAZING- HALL BE PERMANENTLY LABELED DESIGNATDWS THE TYPE AND THiC1KNESS OF GLASS" AND TWE SA=ETY GLA W� WITH U410 l IT COMPLIES _��� ROOF 1. ATTIC i ILATiON PER 2003 fR+G SEE VENTfL , GALCUL,4Tl�1S PROM ED.,, 2. VENT GP�IING -S HALL BE COVERED WITH COR�cOSIC�N RESISTANT WARE i` iEsk WITW F_.:N OPM6 114 5Q 1N, 04 . EI D S - IM 3. ROOF VALLEYS TO HAVE 28 CADGE GALVANNMED FLASHNI G-_ SEC I E ON%5: 1. ALL EXPOSED INSULATION � iATER.- AiLS INCLUDI`'+G FACING SUCH AS VAPOR BARRIERS OR ILEA T HE RED PAPER SWAJLD HAVE FLAME Ste, cEAD / &'IOKE DEVELOPED RAT 1' 6 S- =-OUNI ON 25/450 GR LESS. NOTE: ALL II,�r0�'iA T IOC rFOViDED ` 15 C. E I C c._ Tp r VERIFY LOCAL CODES F CONSTRI JCTIGN iS N OTHER INAN LUA. STATE. LA 4.9ml It x C n1 u 0 lit a _ 3 f 2 =1 N' 111 "08 °° i t".1=r � CD W w Cl) O z >= F= 0 U_ in 40o '" N W 'fit a 1` O �C co 0 r-C a.�m Y.. 0 o z ZY T A C. � 2003 I.B.C. For .51:1 t:1 inch = 25.4 mm, I foot = 304,8 mm, 1 mile per hour = 1.609 km/h 12 12 a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 1. DRYER MOISTURE E DUCT connections shall have minimum average bending gelid strength as shown: 80 k# (551 MPa) for shank diame er of 0.192 tndh SHALL NOT EXCEED A TOTAL OF (20d common nail), 90 kst (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0 inch or less. ICAL EFFECTIVE LENGTH OF 14' -0b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater 8. MASONRY FIREPLACES SHOULD d. Four- foot - -8 -foot or 4- foot -by - -foot panels shall be applied vertically. BE PROVIDED WITH A TIGHTLY 5 acin of fasteners not Included in this table shall be based on Table 8602312) FITTING FLUE DAMPER AND A p 9 READILY ACCESSIBLE MANUAL f. For regions having basic wind speed of 110 mph or greater, Sd deformed nails shall be used for attaching plywood and CONTROL. AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 46 -Inch distance from gable end walls, if mean roof height is OF COMBUSTION AIR SHOULD BE more than 25 feet, up to 35 feet maximum. PROVIDED WITH A DUCT OF 4 SQ. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable INCHES MINIMUM AREA AND REA- end wall framing shall be spaced 6 inches on center. Men basic wind speed is greater than 100 mph, nails for attaching OILY OPERABLE DAMPER. panel roof sheathing to Intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls and 4 inches on center to gable endwa ll framing. K Gypsum sheathing shall conform to ASTM C l9 and shall be installed in accordance with GA 253. Fiberboard sheathing shall S. WATER HEATERS LOCATED IN THE conform to either AHA M4.1 or ASTM C 206 GARAGE OF UNHEATED FLOOR ARE 1. Spacing o f fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all TO BE INSTALLED ON INCOMPRE- floor perimeters only. S of fasteners on roof sheathing panel edges applies to panel edges sup by framing members and at all roof plane perimeters. Blockingq of roof or floor sheathing panel ed es perpendicular to the framing SSiBLE INSULATION. members shall not be required except at intersec0on of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. 10. HOT AND COLD WATER HEATER PIPES iN THE GARAGE SHOULD BE �� ` � � � : � � � INSULATED WiTi -I MINIMUM R -3 INvUL. I E WITH A FLAME SPREAD OF 25 OR SOLiD FUEL BURNING APPLIANCES LESS. Solid fuel burntn ltances include airti ht stoves, fire laces stoves, room 1 - PILOTS, BURNER, HEATING ELEMENTS 11. THE SHOWER SURROUNDS ARE TO g a pp g p 4 SWITCHES OF THE FURNACE AND H.W. BE A SMOOTH, HARD AND NON - heaters /fireplaces stoves, factory -built fireplaces, and fireplace insets. SHOULD BE A MINIMUM OF 18' ABOVE ABSORBENT SURFACE NOT LESS Unless otherwise ado tad b Kin Count all solid fuel burning appliances THE GARAGE FLOOR THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. p y y- shall comply with 2003 iPC ALSO BE PROTECTED AGAINST ANY VEHICULAR COLL ISION. HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 10 *F at a point 3' above the floor in all habitable rooms 2. EXIT DOORS SHALL BE OPERABLE A. Fuel burning equipment located within the building FROM THE INSIDE WiTH A NIGHT envelope (constructed under the- UlS.E.C.) shall obtain LIGHT, DEAD BOLT, OR SECURITY combustion a tr from outdoors. CHAIN MOUNTED AT A HEIGHT CF 48' MAXIMUM ABOVE FINISHED NOTE: BUILDING ENVELOPE The elements of a building which FLOOR. enclose conditioned spaces through which therma 1 energy may be transferred to or from the exterior. 3. ALL WOOD IN CONTACT WITH B. Fuel burning equipment located outside the building CONCRETE OR MASONRY SHOULD envelope shall meet the provisions of 2003 IRC BE PRESSURE TREATED WOOD C. Ductwork location and source of combustion air, refer AND BRANDED BY AN APPROVED To 2003 IRC AGENCY. All warm -air furnace shall be listed and labeled by an approved agency and 4. LIVING ROOM CEILING IS 24' installed to listed specifications. ABOVE HALLWAY WWICH LEADS Appliances intended for iinstallation in closets, alcoves or confined spaces shall TO SLEET'"'- ING ROOMS, A SMOKE be so listed. DETECTOR WILL BE INSTALLED No warm -air furnace shall be installed in a room used of designed to be used AT THE HIGHEST POINT_ as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. 5. RECESSED LIGHTING FIXTURES No warm -air furnace shall be installed in a closet or alcove less than 12' wider SHOULD BE I.C_ RATED AND than the furisace or furnaces installed with a minimum clear working space less ENCLOSURE LINED WITH A 1/2 than 3' along the sides, back and top of the furnace. G G .W.B. TAPE AND FINISH. Liquefied petroleum, gas- burning appliances shall not be installed in a pit, bbasement, or similar location whtere heavier- than - air gas m i g ht collect 6. ALL DUCTS, PLENUMS, AND ENCL Appiiances so fueled shall not be installed in an above -grade under floor OSURE THROUG=H OR ALONG UN- a space cr basement unless such location is provided with an approved HEATED SPACESPNCLUDiNG THOSE means for removal of unbarred gas. (Approval must be granted by FROM GARAGE INSTALLATIONS), tti-!e Building Official. SHOULD BE THERMALLY INSULATED Heating and cooling equipment located In a garage and which generates EEXCEPT THOSE iNS T ALLED BETWE1 glow, spark or flame capable of igniting flammable vapors shall be installed WALLS CR IN A SPACE NOT EXPGScD with the pilots and burners or heating elements and switd at least i8' above TO OUTSIDE AIR tie floor level. Fire dampers need not be installed in air ducts passing through the wall, floor, cr ceiling separating a residence (Group R, Division 3 occupancy) from a garage ( Gxoup U, Division I occupancy)provided such ducts wi thin the garage are con structed of steel having a thickness not less than 0-015 inch (No, 26 Galvanized si� -set gauge) and have no openings into the Garage. lWarm.-air furnace installaticr!s in attics or crawl spaces shall ...ply with 2003 iRC Every appliance (dryer, range, etc.) designed to be vented shall be cornected tc a em a ventio syst. Everry Fac or;; b�:ift cr.::^re°.; Type L vent, Tape B gas vent. or Type l✓',r►! gas ven &0 =1 be i!i siai'ed in a ccor dae<s with the terms of its listing, manufacture's inst ruct crs �c Vert ccretcf `s sh r all be is to l led within the space or area in u hich the appliance is iccatec ard. r:-a =i ce ccnrected to a cnrrneu or vent In suth a r^arr.�r as to ,ra:rta n the clearance to cor-bustibles- A. Duuc s usterrs shall be o* metal or a ducts ccr- fp1g -.rg s:e 2P/d3 IRC 3 v 3. Joints ard seafrtts shall be substantiallu airtight, (rectaneu!ar ci cts) (flat, Oval, and ro;xd ck:cts). i2 C. !r ri wtallatlo of ducts shall complu with 2003 !RC D. Duct irsu!aticn sinall be installed f ro accordance With 2P03 Et,.'�EG. r ft CRANE DESIGN. Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution 4x POSTS OR (2) 2x STUDS a MIN. 16' O.C_ 1/2' PLYWOOD W/ Sd NAILS a 3' O.C. UN.O. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE 3200' CAPACITY STRAP NOLDOWNS * MINIMUM UN.O (SEE PLANS) CONC. FOUNDATION 4 FOOTW_-- * NOTES: 1. ALL STRAP 14OLCOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION. TWO 14OLDOWNS CAN BE USED AT EACH COMER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOWN5 CAN BE USED IN PLACE OF STRAP HOLDOMS. SUBMIT DETAILS FOR AGENCY APPROVAL. FA NEL AT FLOOR OVER CRAWL SPACE 2x TOP PLATE HEADER 2 - 2x STUDS, NAIL SHEATHING TO EACH STUD 86 NAILS PER TABLE 23- 11 -8 -1 APA RATED SNEATMNG 3 /8` MIN_ POSTS OR (2) 2x STUDS MIN. 24' O.C. ' PLYWOOD W/ 8d NAILS O.C. s PANEL EDGES A5 OR EQ. W. 2-1/2* BOLT MIN. 00' CAPACITY FLOOR ? ANCHORS 4' 48' OC. W/ (5)10d NCH END 3' DIA. x 12' A.B. 2x PLATES P.T. SILL PLATE 00' CAPACITY STRAP )LOOMS * * NOTES: I. ALL STRAP 14OLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO 14OLDOWNS CAN BE USED AT EACH CORNER TO MEET T14E REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED 14OLDOWNS CAN BE USED IN PLACE OF STRAP NOLDOWN5. SUBMIT DETAILS FOR AGENC APPROVAL. PANEL AT FLOOR -' OVER P ONY WALL 2 - 2x4 15LCCK!W3 AT ANY PLYWOOD JOINT APPROVED HOOKED -FND WOOD iC CGNGR;TE CC 4NECTCR5 WITH LWOO CAPACITY (M!NA 2 - 2x PL ATE - NAIL S14EATWNNCs TO EACH PLATE l2) - 3/4' DIA_ A.B. - 12' lE`'iBEDi":ENT s QUARTcR POINTS 1 - 1% BAR C,;VT. TCP 4 BOTTOI` t J4L _ T . E��ACE D WALL FA = EL (PR.'�5CRIPTIVE F ROVISF! O '5 F: 8 1 4 2 STORT BU,'LOR4G5 . ) NOTE: EXCEPTION FCR 2 STCRY STRUCTURE. TN TPE FIRST STORY CFA 2 STCRY: 1) EACH PANEL SHALL BE 5;4EAT"SO CN EA. FACE 2) TWREE ANC.IyCR BOLTS PER PANEL PLACED , CNE -FFTi4 PO:;TS. 3) TIE DOJN DEVICE UIPLIFFT CAP 6 4ALL NOT BE LESS THAN 30M 1los. �C�iTRAGTCR AiCTE: All Ckva.o►,s 9-ali Be Ohe6cad Ana Veri!sed Pr'cr To CorsLruct`om sd (TEND HEADER TO CORNER ' PLYWOOD W/ 8d NAILS 3' O.C. POSTS OR (2) 2x STUDS BLOCKING s PLYWOOD )INTS HEADED' AT CORNER 5RACED WALL PANEL SCHEDULE Plywood /O65 6d nail 6' oz. (edges) HEAVER 3/8' x 4' x 8' 12' oz. ( field) C - 1/2' x 8' x 8' 5d cooler nails or wallboard NAIL SWEAT141NG TO 14EADER AT (one face) flails I' oz. 3' O.C. Bd11. GM - 1/2' x 4'x 8' 5d cooler/ruallboarci nails v (two faces) 1' or- throughout Structural Panel Siding Corrosion resistant 6d nails +� V 3/8' x 4' x 8' at 6' O (edges) 2 - 2x STUDS NAiL 514EAT14MCs 12' oc. (field) One -story alt. braced panel Nailing 8d at 6' oz. (edges) 3/8' x 2'8' x 10' or less 12' oz. ( field) Blocking required at all edges 2 anchor bolts placed at quarter points. �j�y�jEp �Qk Hold downs - 1800' at each end. O Two -story alt. braced panel Nailing 8d at 6' oz. (edges) 3/8' x 2'8' x 10' or less 12' oz. (field) Plywood or OSB (two faces) Blocking required at all edges. 3 anchor bolts placed at fifth points. CE Hold downs - 3000s at each aid. GENERAL NOTES: Braced wall panel sole plates nailed to floor and top plates shall be anchored to framing above. Where Joists are perpendicular to braced wall lines, provide blocking under and In line with braced wall panels. 3 NEARER SPL IGE HEADER PER PLAN 5T6236 1200 CAPACITY STRAP TIE 3/8' PLYWOOD W/ Sd NAILS e 3' O.C. AT PANEL EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING a PLYWOOD JOINTS 2x TOP PLATE 2x TOP PLATE HEAVER HEADER NAIL S14EATHMCx HEADER AT NAIL SWEAT141NG TO 14EADER AT 3' O.C. Bd11. . .. . . . . . . 3' O.C. 511. 2 - 2x 5 NAIL SHEATHNG 2 - 2x STUDS NAiL 514EAT14MCs TO EAG TUD TO EACI -i S1UD �j�y�jEp �Qk CE Sd . L5 AT 3' O.C. ALL PLATES, 24' Sd NAiLS AT 3' OZ. ALL PLATES, d %imn Aon ' s�t1 H ER5 4 STUDS = MM. HEADERS 4 STUDS 0 JAN 3 0 2046 W APA RATED SHEATHING 3/8' MIN. w APA RATED SWATHIMS 3/8' MN. - 0 2410 EXP. 1 0 J 24/0 EXP_ I J - W Z 2 - 2x4 B! CCKINS AT ANY � W Z 2 - 2x4 BLGCKINCs AT ANY C�bY j r IL PLYWOOD JOINT Q PLYWOOD JOINT �� n ns•••• �,.. •.Mr,- Q APPFW v.- HOCKED -END WOOD � APPROVED HOOKED - END WOOD F TO CA24CRETE CONNECTORS UMT14 E TO CONCRETE CC[ HECTORS WiTH 3200' CAPACITY (MiNJ 2400 CAPACITY (MIN-) 2 - 2x PLATES - NAIL SWEA T IJI ` 2 - 2x PLATES - NAIL SWEATWW1 .1 •' TO EAC14 PLATE :.:. , TO EACH PLATE @ r+C •4 HOCKS OVER #-kXDCXN 2 -1/2' DIA AS. - 1' "MrAMbNT (2) 3/4' DIA. A$. - 12' S IBEOI"��1T • . , - - _ WOU5 FOOTING OR SLAB EDGE CCWTMJOtlS FOOTING OR SL/-B E^vGE NOTE: FOR — IN GARAGE END WALLS AS �..i -OUN. FLOOR INTERVENES NOTE: FOR USE IN GARAGE END WALLS AS SWOEUV_ iF A FLOOR ;1TEt&+,NE5 EN FC 4DATi0% AND BRACED °AVEL, PLYUCOD S14ALL BE?LLEEN FOEA�ATiCN AND BRACED PANEL, T! c PLYWOOD SMALL cRLA.° T14''E RIM JOIST AND 5iLL PLA T c. PRG` E 14OL r�. OVERLAP THE RIM .JOIST AND SILL PLATE. PROVIDE HCLDOI.M. TS AbID PL YWCCD 4IAiLING AS SaC�t�l. IF USE ABOVE PC NY BOLTS AND PLYWOOD NAiLIWS AS, SHOW IF USED ABOVE PONY WALL UED DE T A!L ' 1_ MALL USE DETAIL 'l. tV ET'041L (MIN71 1.2 1 LATERAL RESTRAINT PANEL) To Reorder Pars 1(8¢2)048 -5421 f i IF • (: 2 DETAIL (24 INCH LATERAL RESTRAINT PANEL) Dos- 312omm V f FE=_ .-=D oil � 5��rlY �a 3' 19 bi. o;1 h OL� �rb r a E �Ct � `2"O UL2f gT �! �x» `ga�gr�� M211 1 3-t-6 U9 A ___0 J Q CC LU Q J N W) r 4A IMP ap 0 ap N � � V LL Q vs N !ti O 0 �Ya Z TAS S4 L: a AA