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Home My WebLink AboutPermit D04-371 - RIVERSTONE HOMES - NEW HOUSERIVERSTONE HOMES INC 4424 S 118 ST D04 -371 Z 1Z ;,_W re JU U0» W= J u_' W 0. gQ g. W Z �. 1- 0 Z1— U co CI 1- W — 0 1— —0 Z I"1 CO H City a. Tukwila Department of Conunuuity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 55 c.y. Start Time: Parcel No.: 3347400720 Permit Number D04 -371 Address: 4424 S 118 ST TUKW Issue Date: 12/01 /2005 Suite No: Permit Expires On: 05/30/2006 Tenant: Name: RIVERSTONE HOMES, INC. Address: 4424 S 118 ST, TUKWILA, WA Owner: Name: LOONEY WILLIAM A Phone: Address: P 0 BOX 68456, SEATTLE WA Contact Person: Name: MARC JOHNSON Phone: 253 905 -5351 Address: 35316 28 AV S, FEDERAL WAY, WA Contractor: Name: RIVERSTONE HOMES INC Phone: 253- 905 -5351 Address: 35316 28 AV S, FEDERAL WAY WA Contractor License No: RIVERHI011QW Expiration Date: 11 /10/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2010 SQUARE FOOT SINGLE FAMILY RESIDENCE WITH 414 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER & WATERLINE, SANITARY SEWER, FLOOD PRONE AREA, UNDERGROUNDING OF POWER, AND STREET USE. Value of Construction: $177,147.66 Fees Collected: $21,282.75 Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 r Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Steven M. Afullet, Mayor Steve Lancaster, Director Size (Inches): 0 End Time: Fill 55 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: IBC-Permit D04 -371 Printed: 12 -01 -2005 Z �Z �w 2 �U 00 N V) J �LL w O. U - a H= Z �-- E- O Z �- W U O N 0 f- wW LL O Z w CO) O f " Z F City o Tukwila y o 'y Departmew of Cap :mr ytity Developmetit ! 6300 Southcenter Boulevard, Suite #100 O Tukwila, Washington 98188 hone: 206-431-3670 1906 Fax: 206 - 431 -3665 s 8 Web site: ci.tukwila.wa.us Water Meter: Y i * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director w . u UO CO °: W = J � CO) LL; w O' Q. C a. =w Z �. o W O CO; ° i--, ,w w: I— U :U- 0 O Z cit U Tukwila Steven M. Mullet, Maya' Department of Con:mui:ity Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us doc: IBC - Permit 004 -371 Printed: 12 -01 -2005 Z J— W Permit Number DO4 -371 D Issue Date: 12/01/2005 v O Permit Expires On: 05/30/2006 CO 0 w= J �. N LL. W O Permit Center Authorized Signature: t ino l Date: q2 01 1K Q I hereby certify that I have read an a amt a this permit and know the same to be true and correct. All provisions of law and LL- 1 =d ordinances governing this work will be complied with, whether specified herein or not. t- _ Z �. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws z regulating construction or the performance of work. I am authorized to sign and obtain this development permit. W W Signature: Date: 'I- a/ ?o v N 0 Print Name: T / /��riy c. (� �� 2'� Sam w w LL 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 w Z' suspended or abandoned for a period of 180 days from the last inspection. v N O Z doc: IBC - Permit 004 -371 Printed: 12 -01 -2005 J 1 . Q Cit y of Tukwila 19CB Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3347400720 Address: 4424 S 118 ST TUKW Suite No: Tenant: RIVERSTONE HOMES, INC. Permit Number: Status: Applied Date: Issue Date: D04 -371 ISSUED 10/05/2004 12/01/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D04 -371 Printed: 12 -01 -2005 z �z w oC � UO U J = CO L wo 7 ILQ to =) 1 �. w Z H 10 Z~ W U� ON o H- wW U. O .. Z W co O Z '+L City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The minimum Ore flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 22: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 23: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 26: FIRE LANE - NO PARKING areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance #1846 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 27: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) doc: Conditions D04 -371 Printed: 12 -01 -2005 z ~ w o: 2 0 00 to o U) UJI J = I-- N LL w U_? � =w Z �. F_ O z 1_ w w U� ON 0 F— wW �U LL O z 0- O z „ r2.; t: y,,;;;. A. 3. i. M1�: xir�E�i+ rN el9 ;aSn4'.:•�:+k/.uAi:K:3 {.i.' .F.:�c1�y ,4tiD4 N.w w!0:wC2{� �L�fi.'NY.' LAS 4 >^ b'.. �..:.� City of Tul�wila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Z 29: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at z (206)575 -4407. W D 30: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 3 O Cl) 0 31: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and co H completion of work at least 24 hours in advance. Co LL O 32: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans 2 shall be submitted to the Inspector for prior approval. 9 - j 33: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be U. ? N d = underground from the point of connection on the pole to the house. w _ Z f- 34: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified Z O flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night (No w w flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. p co 35: Any material spilled onto any street shall be cleaned up immediately. o E- 36: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally wW insured). 0 Z co 37: A bond or cash equivalent in the amount of 150% x cost of work within the Public right -of -way, made out to the City of v Tukwila for possible property damages caused by activities. 0 E— Z 38: The Land Altering Permit Fee is based upon an estimated 55 cubic yards of cut and 55 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. 39: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 40: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 41: 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'. 42: Owner /Applicant must meet all requirements of the Allentown Flood Control Zone. Completion of Flood Control Zone elevation certificate required prior to final signoff by Public Works. 43: Prior to requesting final planning inspection, the wetland mitigation plan must be implemented and inspected by the City's Urban Environmentalist. The Landscaping Declaration and Checklist must be provided prior to requesting the inspection. 44: Prior to requesting final planning inspection, maintenance bond in the amount of 150% of the cost of wetland mitigation plan must be submitted to DCD. doc: Conditions D04 -371 Printed: 12 -01 -2005 t Cit y of Tukwila f9C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 45: Per TMC 18.45.200, copy attached, applicant must record the City- approved site plan clearly delineating the wetland with King County Records and Elections. A copy of the recorded document must be submitted to the City prior to final planning sign -off of the permit. 46: The drainage ditch on the south side of S. 118th Street, to which the surface water run -off from the new house will be directed, must be cleaned out along the length of the ditch to 44th Avenue South. * *continued on next page ** doc: Conditions 004 -371 Printed: 12 -01 -2005 z M iU U O O CO) W =. J CO L w� q� J LL Q _ d H W ZH F- O Z II_ W W U O � H W W' U �O .. z III U z City of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signatur . c-- Date: ef P- C- /mot Gr J'o doc: Conditions 004 -371 Printed: 12 -01 -2005 z LU u� D JU UO� . CO J = si•- W LL w O C O CY =w Z 4 - o. z F-- w LLJ U0 O N WW H U l�l Z O z i CITY OF T UKWI LA ----,, Community Developmen, apartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Perna No. y 7� Mechanical Permit No. e / 7th Public Works Permit No. Project No. For o ice use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE:LOCATION King Co Assessor's Tax No.: :33 1 7 YO -G7 2-D Site Address: 41 24 _�5 11, � Suite Number: Floor: Tenant Name: F, 40"7DA)A Aydp zr _ , -itRC. New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: w A L-oo y o ,(3� & ,g ev S'lo 8 Mailing Address: � �� (� �- �6 /t/ City State Zip CONTACT :PERSON Name: 1Wd_ t_ •JL ixke6aw Day Telephone: Mailing Address: '35 3/& Z B t; � t04 790-03 City State Zip E -Mail Address: Fax Number: ;Z5 8 ?y- Ss 717 GENERAL CONTRACTOR INFORMATION - .(Mechanical Contractor information on back page) Company Name: 14y4- ..-L1zc i i Mailing Address: 35 � 4 5.. /r&'4P a&, W 4 - , - P0 00 - 3 City State Zip Contact Person: Jo it cc 53yt Day Telephone: Z 5'3 7 6 $ l E -Mail Address: Fax Number: _$ 3 -- ` 0 5 — *S 7 `j Contractor Registration Number: U g /-/ L 0/ / 0 V.) Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company N ENGINEER OF RECORD - All plans:must be wet stamped by Engineer of Record Mailing Address: /!76/3 / 0_ 4;rt_ s. , .5 1& / GJ 4 `" 3 Z city State Zip Contact Person: A . Wit. Day Telephone: E -Mail Address: Fax Number: Company Name: 4'6xj S 'Z2 a kn- Mailing Address: 1166 5L-' fn-•sr1 -4 S1-e 4 2 , 6 CV & lear 4 4 9w4� City State Zip Contact Person: _Jew k /CO/11/4 �C Day Telephone: YZJ q50 "0�V E -Mail Address: Fax Number: Z L6 - 076 ' 0 507 \permits pluslicc changes \permit application (7 -2004) Page l Z �Z �w QQ JU UO CO LU J = H CO W W La U� _ 1f W z F- zF- w w U� 0 CO 01__ Uj LI J H� 0 .Z W CO O Z BUILDING PERMIT INFORMt_- ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /86 , Z�2 � — Existing Building Valuation: $ Scope of Work (please provide detailed information): l'�»s 62c� 4 ��Yyv 1e ->��.• `y �►Slt- �-�*�� Will there be new rack storage? ❑ ..Yes .. 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): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm [,.None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes .No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Shfety Data Sheets. \permits plus\icc changes\permit application (7.2004) ,..: ,..._.. � ' .. ,_ .,. :....:,�,..:,,,..:,r: •. ry w .+++«:�.:.ccs.:,:.�l .:..:t....,lwn.i..4tc a+_::.,.-A. Z ;= Z W �U 00 CO) 0 CO LLI J H CO U_ w 9_J LL Q � = l.-W Z H F- O Z H W V O N 0 F„- WW H� �O .Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor. 2 s , V o-b( ' _ IF 2 Floor V !le 3rd Floor Floors thru Basement Accessory Structure* Attached Garage y� 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): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm [,.None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes .No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Shfety Data Sheets. \permits plus\icc changes\permit application (7.2004) ,..: ,..._.. � ' .. ,_ .,. :....:,�,..:,,,..:,r: •. ry w .+++«:�.:.ccs.:,:.�l .:..:t....,lwn.i..4tc a+_::.,.-A. Z ;= Z W �U 00 CO) 0 CO LLI J H CO U_ w 9_J LL Q � = l.-W Z H F- O Z H W V O N 0 F„- WW H� �O .Z W U= O Z . PUBLIC WORKS PERMIT INF.,RMATION '206433-0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District FA ..Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton Water Availability Provided Sewer District � Tukwila ❑ ... ValVue El.. Renton ❑ ...Seattle ] ...Sewer Use Certificate ❑ ... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su fitted with Application mark boxes which apply): ..Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) r ❑ ...Bond — ❑ .. Insurance ❑ .. Easement(s) Pronos d Ac ivities (mark boxes t at aaaly): ❑ ...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 1 cubic yards Total Fill cubic yards '.Sanitary Side Sewer ❑ ...Cap or Remove Utilities ' ❑ Frontage Improvements Traffic Control ❑...Backflow Prevention - Fire Protection Irrigation Domestic Water I?rGeotechnical Report ❑ ... Traffic Impact Analysis []..Maintenance Agreement(s) - ❑ ... Hold Harmless ( P-ow ) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use -Potential Disturbance �. Work in Flood Zone Storm Drainage El.. Abandon Septic Tank ❑ .. Curb Cut 'N8.. Pavement Cut El.. Looped Fire Line ❑ .. Grease Interceptor ❑ Channelization Trench Excavation Utility Undergrounding 'Permanent Water Meter Size..." WO# 5za 4 e O 5 ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...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: City State Zip Water Meter RefundBillinQ: Name: Day Telephone: Mailing Address: City Stale Zip \permits plus\icc changes \permit application (1- 2004) Page 3 Z 3: �W 0 CO LU W� N U_ WO }} LL. Q N � �W ' Z H F- O Z 1- • Up ON t] E- WW LL WZ U= ! O Z MECHANICAL PERMIT INFO. /IATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION '7 Company Name: C ' 84_. 4 Mailing Address: 7 ''A' 2 3 City U State Zip Contact Person: �' �y�� Day Telephone: — 5/3 7 E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 4>ZX -- / Scope of Work (please provide detailed information): / ilk L Use: Residential: New .... Er Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas.:..[] Other: Indicate type of mechanicai4m tbeing installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace <100K BTU / Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP1500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,040,YTU to Single Duct Suspended /Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP/1,750,060 TU Mounted Heater Appliance Vent Hood and Duct W ater Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit / Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTES — Applicable to all permits . in this application 5 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: e l Print Name: J "". e_ Day Telephone: 263- 94)6 — ,�_' 3 !v Mailing Address: 3T /(,, 2Br— A,� tZeeXY3 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: %permits plus \icc changu%permit application (7.2004) Page 4 Z �Z W UQ V) CO LL WO LLQ to =) = �W Z H HO Z lr— LLJ W U ON o l.- W W H0 LL O W Z to O Z , ... . , ... , ..... _ .... ...,.. -,.. e.rvrn uuwmim•v ,ran. p.wt +:emptt5�(�fifi;vW� .4t:'MX� i Cit y of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400720 Address: 4424 S 118 ST TUKW Suite No: Applicant: RIVERSTONE HOMES, INC. Permit Number: Status: Applied Date: Issue Date: D04 -371 APPROVED 10/05/2004 Receipt No.: ROS -01734 Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: 17,491.80 12/01/2005 02:13 PM $0.00 Payee: JEFFERY S. JONES TRANSACTION LIST: y Type Method Description Amount -- - - - - -- --------------------- Payment Check 2869 - - - - -- ------ - - - - -- 17,491.80 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- CASCADE WATER ALLIANCE ---------- - - - - 401/386.550 -- ------ - - - - -- 2,222.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW PERMIT /INSPECTION FEE 000/342.400 25.00 PW PLAN REVIEW 000/345.830 25.00 SEWER - ALLENTOWN /RYAN 402/379.004 9,461.40 WATER - ALLENTOWN /RYAN 401/379.004 5,158.40 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 doc: Receipt Total: 17,491.80 9k:'i,:l, 12/01. > 7`1fii TMAL 1719:1,80 Printed: 12 -01 -2005 Z Z �w �U UO N O C0 W J T. �w W 0 J Cf) = w iE-- _ ZO w � o U O N 3 i~ wW H C.). UJ Z U= O ~' Z i r I c Cit of Tukwila i f�JCB y t 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT i Parcel No.: 3347400720 Permit Number D04-371 Address: Status: PENDING Suite No: Applied Date: 10/05/2004 Applicant: RIVERSTONE HOMES, INC. f Issue Date: I j I Receipt No.: R04 -01361 Payment Amount: 3 r Initials: SKS Payment Date: 10/05/2004 03:31 PM User ID: 1165 I Balance: $0.00 I Payee: RIVERSTONE HOMES, INC V TRANSACTION LIST: Type Method Description ---- - - - - -- Amount -- - - - - -- --------------------- Payment Check 2828 i i - - - - -- ------ - - - - -- 3,790.95 i j ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - -- 000/322.100 ------ - - - - -- 1,773.30 PLAN CHECK - RES 000/345.830 1,152.65 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 f PW PERMIT /INSPECTION FEE 000/342.400 275.00 PW PLAN REVIEW 000/345.830 275.00 STATE BUILDING SURCHARGE 000/386.904 4.50 z �- W JU U0 Cl) 0. C0 W J = H N U- w O � LL Cf) C1 =w z� Z° W w. U� O N 13 F- LU LLJ �O L1! z U CO) 0 z INSPECTION RECORD Z)J 7) Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec _ /!X'✓ S7 ��pvt�t= S _s� �L Type of Inspection: .' Address: ? 4 Date Called: Special Instructions: 'e /. /✓ ' r r <�� r/1r� Date Wanted: 7 O .. j a Requester: hone No: �5 -moo - s 3s i Approved per.applicable codes. O Corrections required prior to approval. 9 ( 01 '4 -1 1, ) 4' 1 V( 7 (1 /9 1-"? AI Insp c r: ua 00 REINSPECTION E REQUI D. Prior to inspection, fee must be j aid at 6300 Southcente Blvd., S to 100. Call the schedule reinspection. ! eceim No.: Date: Z �Z � G �U UO to 0 W = F- CQ U _ W O u- Q CO CY = �W Z F- �o W ~ W U� O _. D I_- WW H H LL llJ Z O H Z INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT N 0. CITY OF TUKWILA BUILDING DIVISION t (206)431-3�7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , Projec s Ty7p f In s pection: , n i Address: il�l-'?-Iellsllf Date Called: Special Instructions: 4 4, 4A-� ".4 A-equester: Pate Wamitemd: P 17— 2 '7 p.m. 01,23 C , :� Phone No: paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: 9 z I i,-: Z Ill JU 00 CO) (3 CO) W W C0 lL WO LL CO) a 3: LU X OL z 1-- W W 5 Co 0— Q F- W W C.) L 0 z U C0 H X: 0 Z -INSPECTION RECORD ,5 :< Retain a copy with permit r r, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION _ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Pro ect: , Type of Inspection: fl IJ,��t s'S �'�t4,t /L► s�-� ,-° ('.+, �ti� t..r: A- , /'.t'�.., Address: Date Called: Special Instructions: Date Wanted: ; " `a .m. pant: R equester: Phone No: } ..Approved per applicable codes. corrections required prior to approval. COMMENTS: - � nYt'lS�i�`�-i` I IJ,��t s'S �'�t4,t /L► s�-� ,-° ('.+, �ti� t..r: A- , /'.t'�.., Ia: e -A. nspector: Date: _ teceipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. t Z I I.' 1 ~ y W li UO rn 0 U) Iju J = CO LL W O u - T NT y CY. �W Z = WO �j U� O� OH WW H� LL O Iii Z co O Z INSPECTION RECORD Retain a copy with permi t INS ION NO. jPqEIT No CITY OF TUKWILA BUILDING DIVISION (2 6)43 6300 Southcenter Blvd., *100, Tukwila, WA 98188 2 6)431-3q7 Approved per applicable codes. III Proje tion:/ Typf Inspection: -. 6v/ Address: Date Called: Special Instructions: Dag Wanted: f a.m. (, Requester: Phone No: 1 -1 Corrections required prior to approval. MMENTS: 2A 50 REINSPECTION EE REQUiRED. Prior to inspection, fee must be paid 6300 Southcent r Blvd., Suite 100. Call the schedule reinspection. IReceipt No.: jDate: ii Z z V 0 Q co) LU W x J I.- Cl) LL WO LQ C') CY z LLJ 5 O N LL , L ) O. Lll Z bf-- Z.. { INSPECTION RECORD 7 Retain a copy with permit ,v /)G) el —S 7/ INSPECTION NO. PER IT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 i I Pro ct:, J Type o Inspe ti n: .. Address: 2 1`1 2 Date Called: Special Instructions: Date Wanted: m, R equester: Phone N _ C;��5 - s3 pproved per applicable codes. Corrections required prior to approval. COMMENTS: I REINSPECTION EE REQ IRED. Prior to inspection, fee must be paid 6300 Southcent Blvd., cite 100. Call the schedule reinspection. Receipt No.: Date: !s�Y':.),a... -1. ,. .:�,..t.,�,t,'�.r „ g , .. "'"�''' Y.r'�'n :Ir•.,.v_:�a.4" .. ;y i:::;.... ". ' ' i ,+ljlt� }w .�• �yC .!:A. �'W:,k,.'tftlt•• {c.s •.r '.+..,. ,d Z �Z '~ dam W W JU UO CO) o J = N W w O LL a CO) =) _ d W Z� WO w U� o ff w - lilt z O z z Z 4 �o U.1 V . _3 yF INSPECTION RECORD 37/ 7 00 ca to III uJ X: Retain a copy with permit -J I .- INSP�CTION NO. P EUT NO. LL UJ 0 CITY OF TUKWILA BUILDING DIVISION hcenter Blvd., *100, Tukwila, WA 98188 06)4311-3�70 6300 Sout .(2 r o r � 9 zi f Pr t; Pro j � A 6 , /1/"" Type of I ction: 9 P 2 '//V LL co C% -v — X Address: Date Called: l '— ILI Z I .- Special Instructions.* Date Wan;ed: P.M. i z W Requester: 5 C) Phone No: 0 = W )�Approved per applicable codes. Corrections required prior to approval. 0 LL 0 COMMENTS: z L) CO) Z Project: Type of Inspection: Ad ress: �y�-e s iii s� Date Called: _ Special Instructions: Date Wanted: a. p.m. Z''�`` 1 Requester: Phone No: Zzr3 --54 :5� -S3s/ COMMENTS: / 4e G� �? PSG Z''�`` 1 Z W fY � JU UO cn ° J = N LL W O. co) = �W Z � l- O W ~ W' v ON ° f- =U U =, O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -167 l Pro* t: 7 1�10 -- Xcmle Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a. p m // /!a O .m. Requester: Phone No: 2S 5� � 1 i Approved per applicable codes. Corrections required prior to approva . nspect r. uate: 8.00 REINSPECTION F REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I L Z H '~ W �aa 2 JU UO Cl) W S2 LL W O. LL Q cf) = Cy. �W Z = t•- I— O W ~ W v O N ° I— WW L� W Z O F-. Z INSPECTION RECORD Retain a copy with permit / �/ INSPECTION NO. PERMI 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Pr ct: Type of Inspection: �J' S Approved per applicable codes. Corrections. required prior to approval. COMMENTS: oje �/ tt �'� 7� U �r9� t ✓ �.. � I /vl,-f(Mle ��o�f s' 6z' Z Ai 4 Address: y s - Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: Inspect r Date: 8.00 REINSPECTION FE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to sechedule reinspection. Receipt No.: jDate: Z I '~ W UO CO) to UJI J U. W O LLQ N� = Cy �W Z �O Z I— W U� O N O F- W W F- —0 111 Z O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: AIKI- -5 lvlvc I /a.N (- C. Type of Inspection: Address: e 7 S //& 5- Date Called: Special Instructions: Date Wanted: Cal- //- / 5 U G p.m. Requester: Phone No: pproved ... .p 5 applicable codes. Corrections required prior to approval. ❑ Z I z '— W IX W� UO to o W III J � fA U. W 9 L L N = �W Z I— O W ~ W UO O N O H W �O til Z' C0 0 F - Z INSPECTION RECORD Retain a copy with permit ) q- J 7 INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Project: Z / l/r4S 16 fw� ��p�lF S Type of Inspection: / i2 :9 " Address: 4/2 Date Called: Special Instructions: Date Wanted: a.m: Requester: Phone No: 7`A r 3 o 5- ASS / ' Approved per applicable codes. Corrections required prior to approval. r COMMENTS: In /J/ 7`A r Y? Receipt No.: Date: In ect . Date: $ 8.00 REINSPECTI FEE REQUIRED. to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. N 4 Z W J U Co o. to W J CO U. WO �-J u- Q N Cf. �W Z WO W U� O -, O H W W O Z co Z INSPECTION RECORD Retain a copy with permit �y '� INSPECTION_NO. PERM T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Qq6 431 -3670 ' l Pro'eSt: ✓S O�(/F �r'lJrl�t � S Type of Infection: \ f`Ol��.tjG .lJ'"�'•'� S Address: Date Called: yz .s ip s Special Instructions: Date Wanted: U G 5/— P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: N D 7L' Zl N P3 4- T'CJ L U (° I s pectd : Date: / 5 .00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re eipt No.: Date: . k A z = Z Q � W W� UO Cl) (3 wi J H D LL WO LL Q' cl) 2 �W 2 Z ~. t- O W 5 U� O N' � H w W, LL O Z CO) O z INSPECTION RECORD Retain a copy with permit y 3 7 i INSPE ON NO. PER N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Project: ' rr xl f7'an�� Type of Inspection: oa I ry � i�S Address: y S i s� Date Called: Special Instructions: Date Wanted: / a.m. — / j C'to p.m. Requester: *ice+ %� %✓�/o��'� Phone No: 9. 53 - q65 -- 5"3 5/ 'FI Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ctovr /E -7 4j /74-� S, ti , At , f� =:t i �I Inspe r: uat 58.00 REINSPECT N FEE REQUIRED. ,P or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r z W W UQ Cl) V) UJI J = TLL W J LL N = W zF t-o W iH W U� CO a F_ WW LL O W z U= O F- z INSPECTION RECORD -1- 3 Retain a copy with permit jN 1 INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-36t0 k. i. P ct: Type of Insp on: Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 0Z5—? — 1 90S 0 1 ecelpt No.: IM ......... z Z W WV 00 Cl) 0 CO) W W CO) U- 0 2� I cf) W 0 z Ir- W UJ 5 0 CO 0- o 1-- LLI w C. ) 0 z Cf)' 0 z paid at 6300 Southcenter Blvd.; Suite 100. Call to sechedule reinspection. INSPECTION RECORD 1 -1 73 0 Retain a copy with permit INSPECTION NO. P Ir NQ. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Pr Type of Inspection: Approved per applicable codes. Corrections required prior to approval. - OMMENTS: IM Inspector: Date: 17 $58. EI FEE EQUIRED Prior to inspection, fee must be paid at 6100 Southcenter Bt d., Suite 100. Catl to sechedute reinspection. R eceipt No.: Date: Z JU 001 Co a CO) LLJ LL W O 2 � 9 LL. ?. CO) CY LLI z 0 W LL J 5 0 O 0 WW C) Z ed C0 0 z Address: I 'V a V '5 • //4 Date Called: — Special Instructions: Date Wanted: e - a. M - 1 �1-0 (' � Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. - OMMENTS: IM Inspector: Date: 17 $58. EI FEE EQUIRED Prior to inspection, fee must be paid at 6100 Southcenter Bt d., Suite 100. Catl to sechedute reinspection. R eceipt No.: Date: Z JU 001 Co a CO) LLJ LL W O 2 � 9 LL. ?. CO) CY LLI z 0 W LL J 5 0 O 0 WW C) Z ed C0 0 z 777 7 77 7 . INSPECTION RECORD' I-J 71 :!20 Reiain' a copy with permit INSPECTiM NO. PE I CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 - 367 Pr * q: Ille fee Type of Inspection: Address: A/ya 5 //9 .5 f Date Called: Special Instructions: Date Want d: X P.M. Requester: Phone No: paid at 6300 Southcenter Blvd., Receipt No.: 100. Catl to sechedule reinspection. Z Z LLJ 00 (00 C0 III W CO) LL W LL CO) a LU 0 W �_ UJ LU 25 C) of- LU 11.1 x C.) 1-- - LL H ' O: Z L) C0 O M Z INSPECTION RECORD / Retain a copy with permit ,,G y`-3 INSPECTION NO. ' PERT CITY OF TUKWILA BU DDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 k �` 1. P r O;J c t' ve /6 &f�F //0 Type of Ins ection 414 Address: "VVoLV 5 //9 S Date Called: Special Instructions: Date Wan p d: a.rn M. Requester: Phone No: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedute reinspection.. teceipt No.: Date: 1? is 01% Z QQ 00 (/)a CO) W LLI X —J I.- C0 u- UJ 0 2� 9-1 LL CO) UJ Z WO W 2:3 C0 0— 0 �' LLJ LIJ C.) LL 0 Z CO) O ~ Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P I NQ& CITY OF TUKWILA BUILDING DIVISION 6309 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 III Pro'ec t / 7J '� C , � /0 W r, C' Type of Inspe i VA - i ;� on* ��/ Adclres : ,W-2. el s 118 _,(-4 Date Called: Special Instructions: Date Wanted: 7 a.m. /0—d Requester: a one NO: 9ZY3 ) rS Inspector uate:� V V $58.00 REINSPECTION VEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call, to sechedule reinspection. Receipt No.: Z �U LLJ 00 cf) 0 CO) W WX J l.- C#) LL wo 2� IQ Cf) TO LLI z Z W LU 5 U Cj) 0- Ul H L) LIL Z CO) ] Approved per applicable codes. fo Corrections required prior to approval. x r 2'?r� s y�.v ta; ��cim�it xm,�.e�. r c w _ "_ ... � _� _ -•_. .. , ., �...---..._ _ _..._ __.. INSPECTION RECORD _�7l Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f. t . f I@ r' 1 ' Pr 'ect: ! Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a. — m) 7 — ,Q t- 0 „ P.M. Requester: ,/ n� Phone No: C7 4 1 , L 5 - p per applicable codes. ❑ Corrections required prior to approval. t1i) ,r/act', 4 nspect Dat 7 `. ti. 4 i i 58 0 REINSPECTION FEE R QUIRED. Prio o inspection, fee must be pad at 6300 Southcenter Blvd., Suite 100.E all to sechedule reinspection. Re pt No.: Date: >: :K 'i:'j r ,9.�,#c'..:yn� . ;�: {.•,� L 1 ,�i1r ._., . y`r R '.r .,.1 );,,., :li r r . � ' -a •. z i� Z W QQ� JU UO CO) J H. S2 W WO U. S� =a W ? P Z 0 W W U� O N o I.- W H LO W z CO) o� z Pro' 5, 1 6A4(C (It"Y — Type of Inspection: Address: q 2 Date Called: Special Instructions: Date Wanted: (a.m., 7- Requester: Phone No: ir COMMENTS: ir ea Z4..' eo vt t 3�" /XOOJ 0 Pa m/ r 1,0'a L z Z 00 wo CO w W CO U_ WO 2� 9-1 U_ Cj) C% UJ z m 0 z H W UJ 5 CO 0 a UJ UJ tL 0 z 0 z 7 INSPECTION RECORD 77 Retain a copy with permit iNSPECTI?N NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 3 �7 6 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431- Iddress: Type of Inspection: Date Called: Special Instructions: �� °�"'" 1 � L Date Wanted: cza; p.m. Requester: Phone No: -7i5i�3 42 -2 MLSA li p er applicable codes. Approved p Corrections required prior to approval. COMMENTS: -OMMENTS: Date: :E REQUIRED. Prior to inspection, fee must be Blvd., Suite 100. Call to sechedule reinspection ceipt No.: I Date: a Z LU 5 ()0 y0 CO) LU W LL W O U- a W z 1-- 0 Z H LLJ 5 C) co 0— a 1-- W W 3: fF- LL 0 z C0 0 1`7 Z INSPECTION RECORD . �)nq- 3 2 1 Retain a copy with permit I N NO. PER 9.11 CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431-3670 Pm.lect: Type of Inspection: Phone No: XApproved per applicable codes. Corrections required prior to approval. El COMMENTS: N Ej EINSPECTION FEE RE( Y 00 R ?Yd at 6300 Southcenter Blvd., ]Receipt No.: D ate: ) - 2 - J < 1. Prior /0 inspection, fee must be 100. Call to sechedute reinspection. 1Date: R L�lers+6r'j-p 1 iQ Address: 4 7 4 P7 Date Called: Special Instructions: Date Wanted: Requester: z 1� JU 0 0 V) C3 CO LU LU J U) U 0 L C l) W 0 z 1 UJ UJ 5, 0 O F- W LU X tii z co O ~ 0 z INSPECTION RECORD Retain a copy with permit � � INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431` -36 0 Pro, ct: // l l sS vg /� )W4 S Type of Inspection: 1- 7 A Address: yyz S. // s/- Date Called: Special Instructions: Date Wanted: 5 _►v d 4 a. p.m. Requester: Phone No: ❑ Approved per applicable codes i COMMENTS: i X16 i - i ® Corrections required prior to approval. A r � I spec Date: 3u -cl�„ ' $ .00 REINSPECTION FfE REQUIRED, rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 C. Call to sechedule reinspection. Receipt No.: Date: . minnows= 01 ?Y Z iF— Z � W QQ JU UO J = H Tw W D U - U� = Cy �w ZF- 1•- O Z F—' W U O N. I-- WW H� LO 111 Z co P X 0 Z. ....;.- ...........� <.•, I ' INSPECTION RECORD Retain a copy with permit DOY ` INSPECTION N0. PER T NO. .CITY OF TUKWILA BUILDING DIVISION .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -367 Project: 1 / (4 - 1.SAKJi s Type of Inspection: 1/t — Address: 2 5 S //g Date Called: t Special Instructions: Date Wanted: M. j 3 0 -6) m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /l — N✓..S / /J /��i ate✓ f � -1/ � d Insp ctor: 58.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be P aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z �W � 7 U UO () O W = J (n U 0 L? � = W H z� W U j fy �O U O N o F- Ww H V W Z llJ H =. z 'INSPECTION RECORD { ! a Approved per applicable codes. 13 Corrections required prior to approval. I, 15d Retain a copy with permit V6lf INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206)431 -3670 Project: Type of Inspection: Address: C s-- Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: -O i i — mac 4_& 2.0 Lj c Inspector: e: { F $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Z �Z � W QQ� JU 0 Co 0. W = I-- �LL W U? co O = W I— _ ? H W° LU �p U O N WW U LL O' W Z U= O Z Im INSPECTION RECORD DO+ INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670, Project: Rivey6i Homes"' nspection: o l m f2 p6win Address: 44 Vf 5 11 5t Date Called: 7-18-0-7 Special Instructions: Date Wanted: 7-19-07 a. Requester: Mirk Johnf-0y) Phone No: 2-53-q05-535jj E Approved per applicable codes. Corrections required prior to approval. 4� COMMENTS: Ton Z 1 1-: Z LLI 0 CO 0 (1) W 3: CO LL WO 2 � 9 -JI LL < :a a LLI 0 W �- W LU 2:3 U cl CO. 0 .0 H LLI W 0 u. F- 0; z CO) O ~ Z Project: Homes Type of Inspection: s one J J� Address: i 1 2 I � ! Date Called: 4^ 2— O-7 Special Instructions: D Date Wanted: f a. I \�.L„__ �; �) � -.. �. • .. 4+3—' � 7 p.m. Requester: Mark 7ohnson Phone No: n 53 —cI0 `5 35' COMMENTS: ..! C' t- . t •- 1 � cam... Z 2Z W JU UO Co o W= CO LL, W OO LL J . c a. = W H W 0 W U� OH W W. H� LLO ill Z co O F " Z INSPECTION RECORD copy with permit 7/ Retain" INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: 441-e4.�&Xf' Z62�< Type of Inspection: W /0 "a Address: 6�� '5� #'9 Date Called: 917 A 7 Special Instructions: Date Wanted: a. m. 3171d p.m. Requester; Phone No: El Approved per applicable codes. Corrections required prior to approval. t4 M COMMENTS Inspector: Date: 7()l $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z Ui J 00. 0 (3 co Ill LU :r J CO u- �J" 0, Ei LL C11 LU z P WO LU 5 0 N . 0 W Li 0 z co 0 z INSPECTION RECORD q-77 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF'fUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ' Type of Inspection: 4 up-e'q / 11�w Address: /' I I I-2-q - I i q, tl- Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Just s �'x c Phone No: F - I.Approved per applicable codes. Corrections required prior to approval. COMMENTS: , Inspector: nk- D ater Xa c)7 Da Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pald'6t'6300 Sduthcenter Blvd., Suite 100. Call to sechedule I I Z I �-: J.- W 00 N0 (D UJI UJI CO U 0 U- (n CY W. 0 LU LLj 5 CO) 0— W W F- () F- LL 0 z CO) px. 0 Z n'� M 77 77 77F7,7— P T r.177 7,7, INSPECTION RECORD 3? o0q Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Dr t. of O i 9 p Ins p ection: I //_(� 5 Tv Inspector: Date: 2Ly $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z W J C.) 00 CO) 0 wx CO) LL W O 2� 9-1 LL co = d F- W z W O LLJ 5 O N . W W LL 0 z CO) T _ O F- Z - I 11 Corrections required prior to approval. 55S A ci r s s: 1Special Date Called: c;2 Instructions: Date Wanted: a. m. Lo 7 p.m. Requester: Phone No: Inspector: Date: 2Ly $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z W J C.) 00 CO) 0 wx CO) LL W O 2� 9-1 LL co = d F- W z W O LLJ 5 O N . W W LL 0 z CO) T _ O F- Z - I 11 Corrections required prior to approval. _,...... _,_..N._.._ .......... . 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 Pr ect: I l W Type of Inspection: SS J Address: Date Called: Special Instructions: Date Wanted: a.m. r Z P .M. Requester: { ('' C A � !L Phone No: � �,— � - l� Fl Approved per applicable codes. El Corrections required prior to approval. S. COMMENTS: 6 6 w� C Inspector: / Date: -;>/ / V o � I r $58.00 REINSPECTICIN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z ~~ 1 �Z W JU v0 Co o w� CO) LL WO 9a S20 = W F- 1: Z F.. 1— 0 Z F- W U� O co � H Z L) F_ LL Z co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj X - Mr-S*41 e m cs Type of Inspection: +� Address: a F Date Called: io 310, Special Instructions: pr -or - tD ff)ye, Cfl Date Wanted: a:m ( Q p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval COMMENTS:. S r- s. ry Inspector: Date: J� 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 Z Z. W JU UO O ' W= U. W O �- U. co) a =W Z I— E- O ZIr- W W UQ o W U-Z W L) CO 0 F- z . .a ....t a. .. . . INSPECTION RECORD D0 Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 (206)431 -3670 Project: Rivers one domes Type of Inspection: Address, S 1 8 St Date Called: 61— Special Instructions: Date Wanted: i D6 a p.m. Requester: ,�L�� r, Phone No: n S3 —qO5— 53 51 'l Approved per applicable codes. El Corrections required prior to approval. COMMENTS: �D eill 13'>~! t o , VA tAl y A 2E�L - - - Inspector: Date: G v � $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must N paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic I I \c{.GI �Jl ICI V.. ■1 Z Z � W JU UO N C0 W �LL WO 9� LL � = W Z F- 1-- O Z 1-- W U� co 0 F— WW H� W Z 111 CO) O z INSPECTION RECORD 17c) Y— - 3 7 / Retain a copy with permit V INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206 - 575 -4407 Project: I ti lj G- r" ,5'�"tx � /U /��'.?� Type of Inspection: �-- Address: Suite #: Contact Person: Special Instructions: Phone No.: [��Approved per applicable codes. FICorrections required prior to approval. COMMENYS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: inspector: " ) 4� ) Y I Date: 1 �1 -� >�� Hrs.: t $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z Z W Q � JU UO CO co W �LL WO IL �D = �w Z �_O z�_ LU w U ON o F- W W H U- O • W z U= O z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit c5� • S - �3 2_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 Project: Type of Inspection: Address: 4 V Lj Z S 1 1P 4 h Contact Person: Suite #: �'•'�� Cv� G,1o� Special Instructions: Phone No.: L/ © Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5,;� le F 10 ?�= 1 r Needs Shift Inspection: , Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c,i,1`"15"" Date: 51 o % Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. L. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 4 z Z �W QQ JU UO Co o J = DW WO UQ co a =W �_ z F. HO w ~ W U ON o E- WW LL O .. z W co O H- z . INSPECTION RECORD / Retain a copy with permit .3 1 l — INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East_ Tukwila. Wa. '98188 2n6 -575 -44n7 Project: 11 T pe of Inspection: Address: a qq 5//o Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: 7.K 6 .-- -- ,Ia�►pproved per applicable codes. FI Corrections required prior to approval. COMMENTS: - T ?y Needs Shift Inspection: S Sprinklers: Fire Alarm: H Hood & Duct: Monitor: P Pre -Fire: Permits: c cy Type: inspector: � /r I Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 <fZ. t . z ;3: z �W aa JU UO �W J � LL WO 9� LL Cj) a = W z� f - O w ~ w U O N 0 F- WW H (.5. LL O z W CO) O z BAKFLOW PREVENTION ASSrIBLY �� 7 f TES REPORT NAME: SERVICE ADDRESS: L G Z L ` , jR l LOCATION: I W * +k-e— —4-a C. 614 - -- ASSEMBLY TYPE: MANUFACTURER: Z �W �U U O N co w J X CO LL w 9-1 UQ to = �W Z I— F— 0 Z h-- W5 �p U ON o F- WW F- 0 111 co O Z Line Pressure Pressure Drop Across No. 1 Check Valve psid Relief Valve Opened psid No. 1 Check Valve: Closed tight ....................... ❑ Leaked .............................. D No. 2 Check Valve: Closed tight ....................... ❑ Leaked .............................. ❑ Minimum A/G present Yes No Passed Test: Yes No Line Pressure J `'t V No. 1 Check Valve: Differential psid No. 2 Check Valve: Differential t r psid Passed Test: Yes No Line Pressure Air Inlet: Opened psid Failed to open ...................... Check Valve: psid Leaked ............................... 13 Passed Test: Yes No Pressure Drop Across No. 1 Check Valve _ Relief Valve Opened No. 1 Check Valve: No. 2 Check Valve: Minimum A/G pres Passed Test: psid psid Closed tight ....................... ❑ Leaked .............................. CJ Closed tight ....................... Leaked .............................. t] ant Yes No Yes No Pipe Diameter: Separation No. 1 Check Valve: Differential psid No. 2 Check Valve: Differential psid Passed Test: Yes No Line Pressure Air Inlet: Opened psid Failed to open ...................... 0 Check Valve: psid Leaked ..... ............................. Passed Test: Yes No IS THIS A PROPER INSTALLATION? Yes No i WA STATE APPROVED ASSEMBLY: Yes No REMARKS: 4 1 � �l +� G _ Test Equipment: Make Model �`r 4 p Serial # � Date Cert._. . I CERTIFY THE ABOVE REPORT TO BE Certified QAA Certified Testers' Typed or Prinodd'lvmn Initial Test By: - Cert. No. KLI Date v v Signature Repaired By: Date Repair Test By: Cert. No. Date Signature April 26, 2000 �. �,. : ..y � ',�� n» a.�.G� � �..'a .J:i.:n }%4 '� fi. �' �, i< au .4,r`!r.` v�:�:aT+dYwaovu. r.'sw.Nw,..l wa.�uay..� ,a.b,....,us.:, e+ +R!•�:?�.3+;,.L'.de�a.;• ;r✓A,:Li}s:.mY.Y�.x7%1�5::!P. ;t'wwW:J.uwkif�: mil. 1! DESIGNS UNLIMITED STOCK PLANS • CUSTOM D E S I G N FILE Copy r Gravity Load Analysis Plan — 2010,A/2 Beam Calculations using Beam Chek 2.3 Software and/or TJBeam 6.01 Software 09/18/03 R � �p FQR ODE COMp�A�C� C JUN 17 2 005 RECENED CITY OF TUKWILA OCT p52004 PERMIT CENTER D6qsv371 19613 - 81st Ave S - Suite �'-' ent, F 6E 'T�2 -2580 ■ Fax: (253) 872 -3649 ■ Email: designstudio @designsunlimited,com ■ Z �Z. W � V J U. 00. W = J � N �. W U- a a. _. z P. zo 5 �o .o o f.- = U o' ..z w U= O ~� Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1 456 PLAN - 2010A/2 BEAM - 1 MSTR BATH WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.2 in R2= 0.2 inz DL Deft <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments i Uniform LL: 38 Uniform TL: 60 =A R1 =85 R2 = 85 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Beam Span 2.5 ft Reaction 1 LL 47 # Reaction 2 LL 47 # Beam Wt per ft 7.87 # Reaction 1 TL 85# Reaction 2 TL 85# Bm Wt Included 20 # Maximum V 85 # Max Moment 53'# Max V (Reduced) 33 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (W) Shear (in z) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 0.62 0.65 0.13 0.08 OK OK OK OK 1% 2% 0% 0% Z Z. V UO CO Uj: N 0 J �. CO U WO }} J u- Q N d ? F- F- O Z W. 0. :O � F- W W` 3: U' u. O .. Z U� O F... Z r - o (psi) t-v (psi) t (psi x mn) t-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Z Z. V UO CO Uj: N 0 J �. CO U WO }} J u- Q N d ? F- F- O Z W. 0. :O � F- W W` 3: U' u. O .. Z U� O F... Z t f BeamChek v2. licensed to: Designs Unlimited Reg # 8109 -1456 Data PLAN - 2010A/2 BEAM - 2 MSTR BDRM WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Attributes Actual Critical Status Ratio Values Adjustments Beam Span 8.0 ft Reaction 1 LL 150 # Reaction 2 LL 150 # Beam Wt per ft 7.87 # Reaction 1 TL 271 # Reaction 2 TL 271 # Bm Wt Included 63 # Maximum V 271 # Max Moment 543'# Max V (Reduced) 219# TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.02 0.01 6.39 4.38 0.40 0.27 OK OK OK OK 13% 14% 5% 4% Uniform LL: 38 Uniform TL: 60 = A R1 =271 R2 =271 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. ZZ sF W UO CO O. W = CO LL Wo y. J. u_ Q. N a _ CY �W Z = F- F- O Z l-- . W La �p O :O F- WW ~U H LL O W Z U =' OH Z ro (psi) ry (psi) t (psi x mill t-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 = A R1 =271 R2 =271 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. ZZ sF W UO CO O. W = CO LL Wo y. J. u_ Q. N a _ CY �W Z = F- F- O Z l-- . W La �p O :O F- WW ~U H LL O W Z U =' OH Z SeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 3 STAIRYWAY WIN HDR Prepared by: C. SWEI Date: 9/18/03 9 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min B earing Area R1= 0.8 inZ R2= 0.8 ins DL DO <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 2.0 ft Reaction 1 LL 200 # Reaction 2 LL 200 # Beam Wt per ft 7.87 # Reaction 1 TL 328 # Reaction 2 TL 328 # Bm Wt Included 16 # Maximum V 328 # Max Moment 164'# Max V (Reduced) 75 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in 3) Shear (W) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 1.93 1.50 0.10 0.07 OK OK OK OK 4% 5% 0% 0% Uniform LL: 200 Uniform TL: 320 =A R1 = 328 R2 = 328 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z = Z �Q W WD UO CO) CO J H CO LL W O U - N d �W Z = E- H O Z I-- W. U � O CO � .w U1 HU O; lit Z U= O Z r - o (psi) t-v (psi) t (psi x mn) r-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 200 Uniform TL: 320 =A R1 = 328 R2 = 328 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z = Z �Q W WD UO CO) CO J H CO LL W O U - N d �W Z = E- H O Z I-- W. U � O CO � .w U1 HU O; lit Z U= O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8 901 -1456 PLAN - 2010A/2 BEAM - 4 ABOVE ENTRY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.8 in R2= 0.8 in' DL Defl <0.01 in. Data Beam Span 6.0 ft Reaction 1 LL 188 # Reaction 2 LL 188 # Beam Wt per ft 7.87 # Reaction 1 TL 324 # Reaction 2 TL 324 # Bm Wt Included 47 # Maximum V 324 # Max Moment 485'# Max V (Reduced) 240 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adjustments Section (in') Shear (in TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 5.71 4.81 0.30 0.20 OK OK OK OK 11% 15% 3% 3% Uniform LL: 63 Uniform TL: 100 =A R1 = 324 R2 = 324 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W Q � 3 L) O (0 0 UJ J V) U WO �.. J u- co a = W H Z r~- Z 0- W �p O- 0 H. Ww H V !6 — Z LLJ U =. O Z 1-0 (psi) I-v (psi) t (psi x mu) t-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 63 Uniform TL: 100 =A R1 = 324 R2 = 324 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W Q � 3 L) O (0 0 UJ J V) U WO �.. J u- co a = W H Z r~- Z 0- W �p O- 0 H. Ww H V !6 — Z LLJ U =. O Z a z Y , BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 201 OAl2 BEAM - 5 BDRM -3 WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.7 inz R2= 0.7 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 156 # Reaction 2 LL 156 # Beam Wt per ft 7.87 # Reaction 1 TL 270 # Reaction 2 TL 270 # Bm Wt Included 39 # Maximum V 270 # Max Moment 337'# Max V (Reduced) 187 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Actual Critical Status Ratio Values Adiustments Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.97 3.73 0.25 0.17 OK OK OK OK 8% 12% 2% 2% Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �Z '~ W O � UO CO) Q NW W =. W LL, WO U- N CY = W ZH H O Z H— W W 5 U 0. 0S — � E— WW �U �0 til Z U CO) O Z .. Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr'Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �Z '~ W O � UO CO) Q NW W =. W LL, WO U- N CY = W ZH H O Z H— W W 5 U 0. 0S — � E— WW �U �0 til Z U CO) O Z .. i V Beam Chek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 6 BDRM -4 WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Attributes Actual Critical Status I e Ratio l Values I Adiustments f Beam Span 5.0 ft Reaction 1 LL 156 # Reaction 2 LL 156 # Beam Wt per ft 7.87 # Reaction 1 TL 270 # Reaction 2 TL 270 # Bm Wt Included 39# Maximum V 270 # Max Moment 337'# Max V (Reduced) 187 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.97 3.73 0.25 0.17 OK OK OK OK 8% 12% 2% 2% Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. Z Q �W U. 0 CO) o CO w J CO LL, W O L E d LLI ` Z� H O W ~ W � O O N . O H� W W' u. O . LLI Z P _ O Z 1 (psi) Fv (psi) L (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. Z Q �W U. 0 CO) o CO w J CO LL, W O L E d LLI ` Z� H O W ~ W � O O N . O H� W W' u. O . LLI Z P _ O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 7 DEN WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.0 in R2= 2.0 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 500 # Reaction 2 LL 500 # Beam Wt per ft 7.87 # Reaction 1 TL 820 # Reaction 2 TL 820 # Bm Wt Included 39 # Maximum V 820 # Max Moment 1025'# Max V (Reduced) 567 # TL Max Defl L / 240 TL Actual Defl 1-1>1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Se ction (in') Shear (in TL Defl (i LL Defl 49.91 32.38 0.02 <0.01 12.05 11.34 0.25 0.17 OK OK OK OK 24% 35% 6% 6% Uniform LL: 200 Uniform TL: 320 = A Z �Z W J U U Q. (0 W =. J F. N LL, WO 9� u- N d = W H Z H- HO Z H U J W �p U O N: _. C1 F- =V tL Z w H= O Z I - b (psi) i-v (psi) E (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 C We t Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 200 Uniform TL: 320 = A Z �Z W J U U Q. (0 W =. J F. N LL, WO 9� u- N d = W H Z H- HO Z H U J W �p U O N: _. C1 F- =V tL Z w H= O Z t i t 1 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 7a MSTR BATH WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 2.0 in' R2= 2.0 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 500 # Reaction 2 LL 500 # Beam Wt per ft 7.87 # Reaction 1 TL 820 # Reaction 2 TL 820 # Bm Wt Included 39 # Maximum V 820 # Max Moment 1025'# Max V (Reduced) 567 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 j Attributes Actual Critical Status Ratio Values Adjustments Loads Section (in') Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 12.05 11.34 0.25 0.17 OK OK OK OK 24% 35% 6% 6% Uniform LL: 200 Uniform TL: 320 = A Z H Z, �U UO CO W= J H CO U. WO . LL.Q N� �_.. W Z = F- 1-- O` Z F-. W 2 5' U :O N: D F- WW I.L H- Z UJI O Z Fb (psi) t-v (psi) t (psi x mil) t-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 200 Uniform TL: 320 = A Z H Z, �U UO CO W= J H CO U. WO . LL.Q N� �_.. W Z = F- 1-- O` Z F-. W 2 5' U :O N: D F- WW I.L H- Z UJI O Z f BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 8 NOOK S.G.D. HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Be aring Area R1= 4.5 in R2= 4.4 inz DL Defl 0.01 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 1225 # Reaction 2 LL 1225 # Beam Wt per ft 7.87 # Reaction 1 TL 1819 # Reaction 2 TL 1768 # Bm Wt Included 39 # Maximum V 1819 # Max Moment 2231'# Max V (Reduced) 1279 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in') Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.03 0.02 26.25 25.58 0.25 0.17 OK OK OK OK 53% 79% 14% 14% Uniform LL: 490 Uniform TL: 693 =A Point TL Distance B =85 1.0 Pt loads R1 = 1819 R2 = 1768 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z ~ W 0 J = NW WO }} J u_ Q rn �. = CY �W Z Z F- F- O Z F— �p U O N. O 1— W W XU �O •Z W O Z r (psi) ry (psi) t (psi x mu) r-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 490 Uniform TL: 693 =A Point TL Distance B =85 1.0 Pt loads R1 = 1819 R2 = 1768 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z ~ W 0 J = NW WO }} J u_ Q rn �. = CY �W Z Z F- F- O Z F— �p U O N. O 1— W W XU �O •Z W O Z SeamChek v2.4 licensed to: Designs Unlimited Reg # 81 -1456 PLAN - 2010A/2 BEAM - 9 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 3.6 in R2= 3.6 in DL Defl 0.05 in Suggested Camber 0.08 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 8.0 ft Reaction 1 LL 1600 # Reaction 2 LL 1600 # Beam Wt per ft 6.83 # Reaction 1 TL 2347 # Reaction 2 TL 2347 # Bm Wt Included 55 # Maximum V 2347 # Max Moment 4695'# Max V (Reduced) 1907 # TL Max Defl L / 240 TL Actual Defl L / 608 LL Max Defl L/360 LL Actual Defl L/891 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 42.19 28.13 0.16 0.11 23.47 15.06 0.40 0.27 OK OK OK OK 56% 54% 40% 40% Loads 4 - Uniform LL: 400 Uniform TL: 580 =A R1 =2347 R2 =2347 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W D 0 N 0 W= J N u_ WO �J U. Q U) = a i .. w. 1- O: Z h- 5 . UCl ON _. C3 H W W, 2 0 F- LL O. l!! Z O H. Z f b (psi) t-v (psi) t (psi x mu) t - c (psi) Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads 4 - Uniform LL: 400 Uniform TL: 580 =A R1 =2347 R2 =2347 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W D 0 N 0 W= J N u_ WO �J U. Q U) = a i .. w. 1- O: Z h- 5 . UCl ON _. C3 H W W, 2 0 F- LL O. l!! Z O H. Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 10 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Beari Area R1= 1.4 in R2= 1.4 in' DL Defl 0.03 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 8.0 ft Reaction 1 LL 160 # Reaction 2 LL 160 # Beam Wt per ft 7.87 # Reaction 1 TL 551 # Reaction 2 TL 551 # Bm Wt Included 63 # Maximum V 551 # Max Moment 1103'# Max V (Reduced) 445 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in -) Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.04 0.01 12.98 8.90 0.40 0.27 OK OK OK OK 26% 28% 11% 5% Uniform LL: 40 Uniform TL: 130 = A ZZ JU 0 Cl) D CO) W W =. J � NW WO 2� I j N CY Z� ZO U� O N - C] H WW LL � O .Z w Co O H Z t-c (psl) t-v (psi) E (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 C( Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 130 = A ZZ JU 0 Cl) D CO) W W =. J � NW WO 2� I j N CY Z� ZO U� O N - C] H WW LL � O .Z w Co O H Z 1 t BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 11 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 2.0 ft Reaction 1 LL 40 # Reaction 2 LL 40 # Beam Wt per ft 7.87 # Reaction 1 TL 302 # Reaction 2 TL 302 # Bm Wt Included 16# Maximum V 302 # Max Moment 233'# Max V (Reduced) 196 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in') Shear (ins) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 2.74 3.91 0.10 0.07 OK OK OK OK 5% 12% 1 % 0% Loads Uniform LL: 40 Uniform TL: 130 = A Point TL Distance B = 328 1.0 Pt load; R1 = 302 Z =Z tY Uj D. UO CO 0 W = J � CO L WO� J LL Q N n _ CY H _, Z �.. t-- O. Z F— LLJ 5 U� ,O CO O F- W LLI LL O: 111 Z U N O Z R2 = 302 SPAN =2FT Uniform and partial uniform loads are Ibs per lineal ft. t (psi) 1-v (psi) E (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 40 Uniform TL: 130 = A Point TL Distance B = 328 1.0 Pt load; R1 = 302 Z =Z tY Uj D. UO CO 0 W = J � CO L WO� J LL Q N n _ CY H _, Z �.. t-- O. Z F— LLJ 5 U� ,O CO O F- W LLI LL O: 111 Z U N O Z R2 = 302 SPAN =2FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM -12 ENTRY HDR Prepared by: C. SWEI Date: 9/18103 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearin Area R1= 0,9 in R2= 0.9 in DL Defl <0.01 in. Data Beam Span 6.0 ft Reaction 1 LL 75 # Reaction 2 LL 75 # Beam Wt per ft 7.87 # Reaction 1 TL 384 # Reaction 2 TL 384 # Bm Wt Included 47 # Maximum V 384 # Max Moment 575'# Max V (Reduced) 285 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adiustments Loads Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 6.77 5.70 0.30 0.20 OK OK OK OK 14% 18% 4% 1% Uniform LL: 25 Uniform TL: 120 =A R2 = 384 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z` � W W D U O t!1 0 CO w - O J = d. Li FW Z F Z O: O CO ` O F—' W LJ H �. O .. Z W V N O Z Fb (psi) Fv (psi) E (psi x mil) t-c! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 25 Uniform TL: 120 =A R2 = 384 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z` � W W D U O t!1 0 CO w - O J = d. Li FW Z F Z O: O CO ` O F—' W LJ H �. O .. Z W V N O Z Q Y 5 i 1 I BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 13 `1 GARAGE O.H.G.D. HDR Prepared by: C. SWEI Date: 9/18/03 Selection 3 -1 /8x 19 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft F Conditions y Mi Bearing Area R1= 7. 6 in R2= 7.6 in DL Defl 0.06 in Suggested Camber 0.09 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 16.0 ft Reaction 1 LL 3840 # Reaction 2 LL 3840 # Beam Wt per ft 14.81 # Reaction 1 TL 4918 # Reaction 2 TL 4918 # Bm Wt Included 237 # Maximum V 4918 # Max Moment 19674'# Max V (Reduced) 3919 # TL Max Defl L / 240 TL Actual Defl L / 737 LL Max Defl L / 360 LL Actual Defl L/944 Section (W) Shear (in TL Defl (in) LL Defl 198.05 60.94 0.26 0.20 98.37 30.94 0.80 0.53 OK OK OK OK 50% 51% 33% 38% Uniform LL: 480 Uniform TL: 600 =A R1 = 4918 R2 = 4918 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W D JU UO Cl) �. W= J � CO W W O. U. Q. CO a = W H _ Z �.. E O Z H W 5: U� O CO; � F- W W '. H U- O! lL Z' U N; Z . r-0 (psi) Fv (psi) E (psi x mil) Fc i (psi) Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 480 Uniform TL: 600 =A R1 = 4918 R2 = 4918 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W D JU UO Cl) �. W= J � CO W W O. U. Q. CO a = W H _ Z �.. E O Z H W 5: U� O CO; � F- W W '. H U- O! lL Z' U N; Z . j Data BeamChek v2.4 licensed to: Designs Unlimited Reg # 8909 -9456 PLAN - 201OAl2 BEAM - 14 NOOK WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.1 in R2= 1.7 inz DL Defl 0.02 in Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 100 # Reaction 2 LL 100# Beam Wt per ft 7.87 # Reaction 1 TL 837 # Reaction 2 TL 673 # Bm Wt Included 39 # Maximum V 837 # Max Moment 1399'# Max V (Reduced) 730 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 16.45 14.61 0.25 0.17 OK OK OK OK 33% 45% 8% 1% Point TL B = 820 C Pt loads R1 = 837 Uniform LL: 40 Distance 2.0 Uniform TL: 130 =A R2 = 673 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Uj UO Co C to uk J �_,.. NU. WO �Q N �. _ d �W ' Z H H O W 5 �p W Ul. F- U- O .. Z W U= O ~' Z r-o (psi) i-v (psi) t (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 10 20 75 1 .3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL B = 820 C Pt loads R1 = 837 Uniform LL: 40 Distance 2.0 Uniform TL: 130 =A R2 = 673 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Uj UO Co C to uk J �_,.. NU. WO �Q N �. _ d �W ' Z H H O W 5 �p W Ul. F- U- O .. Z W U= O ~' Z Beam Chek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 15 GARAGE DOOR HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 4.2 in R2= 4.2 in DL Deli <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 3.0 ft Reaction 1 LL 1350 # Reaction 2 LL 1350 # Beam Wt per ft 7.87 # Reaction 1 TL 1699 # Reaction 2 TL 1699 # Bm Wt Included 24 # Maximum V 1699 # Max Moment 1274'# Max V (Reduced) 826 # TL Max Defl L / 240 TL Actual Defl L/>1000 L L M ax Defl L / 360 LL Act D L />1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 14.99 16.52 0.15 0.10 OK OK OK OK 30% 51% 5% 5% Uniform LL: 900 Uniform TL: 1125 =A ! R1 = 1699 R2 = 1699 SPAN = 3 FT Uniform and partial uniform loads are Ibs per lineal ft. � 0 O tq LL, W O �J U. co O W' Z Z F- 1-- O: Z 1— W 5 U N . O � H W 3:0 LL Z 111 1= _ O ~ . Z 1 (psq t-v �psl) t tpsl x mil) r-c! psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 900 Uniform TL: 1125 =A ! R1 = 1699 R2 = 1699 SPAN = 3 FT Uniform and partial uniform loads are Ibs per lineal ft. � 0 O tq LL, W O �J U. co O W' Z Z F- 1-- O: Z 1— W 5 U N . O � H W 3:0 LL Z 111 1= _ O ~ . Z ;1 t tj BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2010A/3 BEAM -16 GARAGE HDR ABV. W.H. Date: 9/19/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 3.1 in R2= 3.1 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Ad ustments Beam Span 4.67 ft Reaction 1 LL 1004 # Reaction 2 LL 1004 # Beam Wt per ft 7.87 # Reaction 1 TL 1273 # Reaction 2 TL 1273 # Bm Wt Included 37 # Maximum V 1273 # Max Moment 1487'# Max V (Reduced) 853 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max D efl L / 360 LL Actual Defl L/>1000 Section (in 3) Sh (in TL Defl (in) LL Defl 49.91 32.38 0.02 0.02 17.49 1 7.06 0.23 0.16 OK OK OK OK 35% 53% 8% 10% Uniform LL: 430 Uniform TL: 538 =A Uniform Load A R1 =1273 R2 =1273 SPAN = 4.67 FT Uniform and partial uniform loads are Ibs per lineal ft. Z _ Uj �U UO (n o W =. J F.. CO U. W O' LL N d F W F- O. Z F- 2 5' D ,O N � H- W LU H U U. H s Z U C& F= � Z... _ rp (psi) i-v (psi) E (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability ' ' 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 430 Uniform TL: 538 =A Uniform Load A R1 =1273 R2 =1273 SPAN = 4.67 FT Uniform and partial uniform loads are Ibs per lineal ft. Z _ Uj �U UO (n o W =. J F.. CO U. W O' LL N d F W F- O. Z F- 2 5' D ,O N � H- W LU H U U. H s Z U C& F= � Z... `S i3 �.i BeamChek v2.4 licensed to; Designs Unlimited Reg # 8101 -9456 ' PLAN - 2010A/2 BEAM - 17 FAMILY /HALL HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 H #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.9 inz R2= 2.9 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments I Loads Beam Span 3.42 ft Reaction 1 LL 923 # Reaction 2 LL 923 # Beam Wt per ft 7.87 # Reaction 1 TL 1168# Reaction 2 TL 1168 # Bm Wt Included 27 # Maximum V 1168# Max Moment 998'# Max V (Reduced) 641 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in') Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 11.75 12.83 0.17 0.11 OK OK OK OK 24% 40% 4% 5% Uniform LL: 540 Uniform TL: 675 =A R1 = 1168 R2 = 1168 SPAN = 3.42 FT Uniform and partial uniform loads are Ibs per lineal ft. . .: ..« ,... .:. `. �... :,� :.. 4 •' .s•: s.. :.f.. : + •� .'A.' 1. .1. �[�: •} 1, .Af «�. ..W .: •'t •. '�.:: .F..1i:l+:�w.'wu 4�J..'.+ wX: �. h. w....+.. uaY.+ t.•..l awlel .Y'..Lir:2.d:aL.1$i.C'+t.W:>.i aa�iJat:�.uei.i�J.:w'... Z '~ W 2 0 CO) 0 W= CO) LL WO L L = d: �W Z = f- H- O Z !- �p U D F- WW H O; Z U CO: H � Z Fb (psi) f-v (psi) t (psi x mll) t-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 540 Uniform TL: 675 =A R1 = 1168 R2 = 1168 SPAN = 3.42 FT Uniform and partial uniform loads are Ibs per lineal ft. . .: ..« ,... .:. `. �... :,� :.. 4 •' .s•: s.. :.f.. : + •� .'A.' 1. .1. �[�: •} 1, .Af «�. ..W .: •'t •. '�.:: .F..1i:l+:�w.'wu 4�J..'.+ wX: �. h. w....+.. uaY.+ t.•..l awlel .Y'..Lir:2.d:aL.1$i.C'+t.W:>.i aa�iJat:�.uei.i�J.:w'... Z '~ W 2 0 CO) 0 W= CO) LL WO L L = d: �W Z = f- H- O Z !- �p U D F- WW H O; Z U CO: H � Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 18 HALUENTRY HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 1 91 Min Bearing Area R1= 0.8 inz R2= 0.8 in DL Defl <0.01 i n. Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 3.42 ft Reaction 1 LL 239 # Reaction 2 LL 239 # Beam Wt per ft 7.87 # Reaction 1 TL 313 # Reaction 2 TL 313 # Bm Wt Included 27 # Maximum V 313 # Max Moment 267'# Max V (Reduced) 172 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 3.15 3.43 0.17 0.11 OK OK OK OK 6% 11% 1% 1% Uniform LL: 140 Uniform TL: 175 =A R1 = 313 R2 = 313 SPAN = 3.42 FT Uniform and partial uniform loads are Ibs per lineal ft. .Q �W UO CO) LLI W = H �LL WO U . = E.. W Z �. ►- O Z I- W UJ �O U N• � F- WW H 0. U- O W Z CO Z r-o (psi) r-v (psi) t (psi x mu) r-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 140 Uniform TL: 175 =A R1 = 313 R2 = 313 SPAN = 3.42 FT Uniform and partial uniform loads are Ibs per lineal ft. .Q �W UO CO) LLI W = H �LL WO U . = E.. W Z �. ►- O Z I- W UJ �O U N• � F- WW H 0. U- O W Z CO Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 19 PORCH BEAM Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.8 inz R2= 0.8 inz DL Defl <0 i n. Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 5.0 ft Reaction 1 LL 188 # Reaction 2 LL 188 # Beam Wt per ft 7.87 # Reaction 1 TL 320 # Reaction 2 TL 320 # Bm Wt Included 39 # Maximum V 320 # Max Moment 400'# Max V (Reduced) 221 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (W) Shear (in z) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 4.70 4.42 0.25 0.17 OK OK OK OK 9% 14% 2% 2% Uniform LL: 75 Uniform TL: 120 =A R1 =320 R2 =320 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W fY � v0 No J = H W U. W O' 2 U- 0 �W r Z F F- O' Z H W 2 f: U� W W u- O .. Z W U =, O F.. Z r - o (psi) t-v (psi) t (psi x mil) I-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 75 Uniform TL: 120 =A R1 =320 R2 =320 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W fY � v0 No J = H W U. W O' 2 U- 0 �W r Z F F- O' Z H W 2 f: U� W W u- O .. Z W U =, O F.. Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 Data PLAN - 2010A/2 BEAM - 20 PORCH BEAM Prepared by: C. SWEI Date: 9/18/03 Selection F 4x 10 H #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Ar ea R1= 0.6 in R2= 0.4 in DL Defl <0.01 in. Beam Span 2.0 ft Reaction 1 LL 105# Reaction 2 LL 85# Beam Wt per ft 7.87 # Reaction 1 TL 236 # Reaction 2 TL 171 # Bm Wt Included 16 # Maximum V 236 # Max Moment 108'# Max V (Reduced) 72# TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Attributes Actual Critical Status Ratio Values Adjustments Section (in 3) Shear (in TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 1.27 1.45 0.10 0.07 OK OK OK OK 3% 4% 0% 0% Uniform LL: 75 Uniform TL: 120 = A Point TL Distance Par Unif LL Par Unif TL Start End B =21 1.0 40 H =130 0 1.0 Pt loads R1 = 236 R2 =171 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z iH Z: � 2 W D, J U: UO M 0 CO w CO) LL W O J LL _; N H 3 { Z F- F- O Z F-. 5 U� O N -- WW �U LL O •Z W U CO) O F- Z Fb (psi) Fv (psi) E (psi x miq f-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 75 Uniform TL: 120 = A Point TL Distance Par Unif LL Par Unif TL Start End B =21 1.0 40 H =130 0 1.0 Pt loads R1 = 236 R2 =171 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z iH Z: � 2 W D, J U: UO M 0 CO w CO) LL W O J LL _; N H 3 { Z F- F- O Z F-. 5 U� O N -- WW �U LL O •Z W U CO) O F- Z i BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -9456 PLAN 2010A/3 BEAM - 21 POWDER BEAM Date: 9/19/03 Selection 4x10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.6 in R2= 0.6 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads t i i i r Beam Span 3.33 ft Reaction 1 LL 183 # Reaction 2 LL 183 # Beam Wt per ft 7.87 # Reaction 1 TL 242 # Reaction 2 TL 242 # Bm Wt Included 26 # Maximum V 242 # Max Moment 201'# Max V (Reduced) 130 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 2.37 2.60 0.17 0.11 OK OK OK OK 5% 8% 1% 1% Uniform LL: 110 Uniform TL: 138 =A Uniform Load A R1 = 242 R2 = 242 SPAN = 3.33 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W: D U U 0 W= J F V) LL WO �J W Q N D. = �... W Z ZO 5 U0 0— 0 I!— =U O. 111 Z O Z t (psi) t-v (psl) t (psl x mud I-C kps>> Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 110 Uniform TL: 138 =A Uniform Load A R1 = 242 R2 = 242 SPAN = 3.33 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W: D U U 0 W= J F V) LL WO �J W Q N D. = �... W Z ZO 5 U0 0— 0 I!— =U O. 111 Z O Z Project number 04-389 RE-VIEWED pj..IA CODE CO NCE J UN 17 2005 p C Of T /'yN Client /-Project �xPlaES 4/23/' Design Unlimited Plan 2010 A/2 CITY O rulKWILA OCT 0520N I CENTEF1 7/04 8/04 MP X6+6/ Lateral Design (.Seismic Design based on 98005 Zip Code) sheet 1 of 35 �. �4• 6VASJ , fjrt Construction Technologies Jan V. Rohlik P.E. 11661 S.E. First Street, Suite # 204 Bellevue, WA 98005 425 - 450 — 0454 Phone 425 - 450 — 0507 Fax _ ;Note These calculations were prepared for the above client and specifically for this project Project location shall be describe by the address or specific plat - lot number. Calculations shall match project location as well as the plan date as shown above with date on the plans. Construction Technologies specifically reserves the right to review and approve of each individual site ( by written letter, signed and sealed with wet stamp) upon which the plan is to be applied and does not warrant the design without such Individual site review and approval. The calculations are not valid without an original wet stamp signed in blue Ink. Construction Technologies has been retained to provide engineering and design for the specific items as Indicated within these calculations. No other areas of the structure have been investigated nor are their suitability implied by the work contained herein. r Plan date Plan revision date Calculations date Calculation revision date z i~ '~ w J0 00 CO to w = J CO LL w L_ � �z F- O zH w w U� N OH w F•- U.. O 111 z co E_ O z I t Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT. MENT. N THIS NOTICE IT IS DUE TO THE QUALITY OF V , MoR' V.T am ' Sam V= f ar Aev 1 TTT _ .. V -6 1 /Z' 1 GARAGE 4' GONGfeTe '.r.Ae. (O� (� OLOrC 4' TO OR OOOIq IR 111I M Ob l � 'J,�Dp- ,p ' tm Nora 810 Tm i i h t Y --------------- - - - - -- , • I I I FROM awl* r � !'LOOK ueluctr. Trr. 60 TTX M AW. I 4 L.� I t6wo OH6D. -- I 6) P m 0 VON N I /2•"24M1V4 DPAM' rL, .. --- N ' --- -- - - -- — I 1 VQQIt aoPrrc r LINE Cr KALL AaOVff IMn111..Are AT cArmLeveR � Q A i FLOOD P . 1/4'- I' -0' 024 Or. OARAAe 414 Or. UARE FOOTAGE SUMMARY wN P a 2 4 O r. ' Orem PLOOR 1166 0 ■ 3 f. i i Z i� Z . �W QQ� JU vo C , ) (3 U) LLI 3 H CO LL W L? � =W Z� F- o W W U N WW — 0 W Z _: O z Mort � 0 VO' xT M.D p 74r-V4 O,/DT Q 04' I Iced APPROVED Of". verr m m HEARTK wN • sa. Rl o�. core AIR I Y Y rV orTfOINL T.V."AeaVC - 0 0 D DINING t cARrer � o o I � � o � o S'-6 I n• 3' -8• 4' -1 9/ 1.1_ V � N- 0 CWw" , 4 .42' Q \ ° \ I Z c cl o \\ �°'° KITOHEN � N1. O ' 1 Y ' S 9 Y O R&d i 3 f. i i Z i� Z . �W QQ� JU vo C , ) (3 U) LLI 3 H CO LL W L? � =W Z� F- o W W U N WW — 0 W Z _: O z r. i LATERAL DESIGN ASSUMPTIONS LIGHT FRAME RESIDENTIAL STRUCTURE LOAD CARRYING SYSTEM EXTERIOR AND INTERIOR WALLS WITH HEADERS AND MISC. BEAMS EXTERIOR AND INTERIOR CONCRETE FOUNDATION WALL AND FOOTINGS WITH INTERIOR CONCRETE PADS AND OR FOOTINGS LATERAL RESISTING SYSTEM EXTERIOR AND INTERIOR SHEAR WALLS ROOF TRUSSES OR 2x RAFTERS MAXIMUM STRUCTURE HEIGHT FRONT ELEV. LEFT SIDE ELEV. RIGHT SIDE ELEV. BACK ELEV. PONY WALLS NO PONY WALLS ASSUMED FRONT ELEV. LEFT SIDE ELEV. RIGHT SIDE ELEV. BACK ELEV. UPPER FLOOR EXT. AND INTER. WALLS PLATE HIGH MAIN FLOOR EXT. AND INTER. WALLS PLATE HIGH AVERAGE HEIGHT OF STRUCTURE MEAN ROOF HT TOTAL HT TO TOP PLATE UPPER FLOOR TOTAL HT TO TOP PLATE MAIN FLOOR MAX ROOF PROJECTION MEAN ROOF PROJECTION ROOF DEAD LOAD Shakes.Plywood,RaRers ROOF DEAD LOAD Cig Joist,GWB Clg,Misc TOTAL ROOF LOAD ROOF SLOPE 6 12 ROOF ADJ FOR SLOPE ROOF SNOW LOAD ( INCLUDED ® SEISMIC CALCS ) TOTAL ROOF DL ( ROOF ADJ FOR SLOPE) FLOOR DEAD LOAD EXTERIOR WALL DEAD LOAD INTERIOR WALL DEAD LOAD ROOF AREA WITH OVERHANG ' 1288.0 SF MAIN FLOOR AREA WITH LOW ROOF 1198.0 SF GARAGE Included above 0.0 SF SEISMIC FORCE TRIG TO ROOF PLATE SEISMIC FORCE TRIG TO FLOOR PLATE SEISMIC INERTIA TO ROOF PLATE SEISMIC INERTIA TO FLOOR PLATE SEISMIC INERTIA TO ROOF DIAPH. SEISMIC INERTIA TO FLOOR DIAPH. Maxim Roof Projection = 27' -0" WIND LOAD TO ROOF PLATE End Zone WIND LOAD TO FLOOR PLATE End Zone Maxim Roof Projection = 27' -0" WIND LOAD TO ROOF PLATE InterlorZone WIND LOAD TO FLOOR PLATE Interior Zone Maxim Roof Projection = 28' -0" WIND LOAD TO ROOF PLATE End Zone WIND LOAD TO FLOOR PLATE End Zone Maxim Roof Projection = 28' -0" WIND LOAD TO ROOF PLATE Interior Zone WIND LOAD TO FLOOR PLATE Interior Zone 27.10 FT 27.10 FT 27.10 FT 27.10 FT 27.10 0.00 FT 0.00 FT 0.00 FT 0.00 FT 8.10 FT 9.00 FT 27.10 FT 26.00 FT 18.10 FT 9.50 FT 9.00 FT 4.00 FT 8.00 SF 7.00 SF 15.00 SF 15.94 SF 0.00 SF 15.94 SF 15.00 SF 12.00 SF 10.00 SF 8.33 KIPS 5.09 KIPS 130.50 98.80 PLF PLF 6.47 PSF 4.25 PSF 100.50 98.80 PLF PLF 6.47 PSF 7.83 PSF 130.50 136.80 PLF PLF 130.50 98.80 PLF PLF 100.50 136.80 PLF PLF 100.50 98.80 PLF PLF . ..: .'... .. :... .� "�:..'..1.:. /.�...1:. '1 .t .�..�iy(e.: ✓, �.: W.iA.aY..h.t .,�. N:`.t.n.a: 1 .. Z W JU 00 N 0: J X. �O W 9 - LL a co) = a ? i- O W F- UJ � Q O N 0 1-- W . U LL -0 W Z U= O F.. Z LATERAL DESIGN WIND DESIGN EXPOSURE : "B" MWFRS wind force loading diagram IBC fig.1609.6.2.1 WIND SPEED: per fig 1609 V( 3s) = 85 3- second gust wind speed ( mph) = Use Vfm = 85 mph Use IBC 2003 1609.6 Simplified wind load method Ps = I •Iw' PS30 Where I = 1.0 exp B - Adj.Factor for height and exposure Table 1609.6.2.1.(4) Iw=1.0 Importance factor from section 1609.5 - building category II ps30 = Simplified design wind presure for exp B at h =30ft from table 1609.6.2.1.(1) Mr. 9nn3 Tahla 1Rnn R 9 1 r11 Roof rise Tabulated Pressure End zone Case 1 JCasi Height = 27.10 Ft ZONES Mln.Horiz 28.00 Horiz. width = 28.00 Ft 2.80 " =w•0.1" Horizontal Pressures 46.00 Ft 4.60 " =L•0A" Vertical Pressures Roof slope = 6 :12 Overhan s In 12 „ Load case A 11.50 B -5.90 C 7.60 D -3.50 E -13.80 F -7.80 G - 9.60 H -6.10 Eoh -19.30 Goh -15.10 9.0 Ft Fiat 1 2 1 12.90 -6.40 8.60 -3.10 -13.80 -8.40 -9.60 •6.50 -19.30 -15.10 3 1 14.40 -4.80 9.60 -2.70 -13.80 -9.00 •9.60 -6.90 -19.30 -15.10 4 1 15.90 -4.20 10.60 -2.30 -13.80 -9.60 -9.60 -7.30 -19.30 -15.10 6 1 14.40 2.30 10.40 2.40 •6.40 •8.70 -4.60 -7.00 -11.90 -10.10 10.40 2 17.88 case 2 -2.40 - 4.70 -0.70 -3.00 End Zone - Horiz Pressure 7 To 12 1 12.90 8.80 10.20 7.00 1.00 -7.80 0.30 -6.70 -4.50 5.20 Ht =40' Z 12.90 8.80 10.20 7.00 5.00 -3.90 4.30 -2.80 -4.50 -5.20 Building Geometry Tabulated Pressure End zone Case 1 JCasi Height = 27.10 Ft 10.84 " =M0.4" Mln.Horiz 28.00 Horiz. width = 28.00 Ft 2.80 " =w•0.1" 4% = 1.12 Horiz.Length = 46.00 Ft 4.60 " =L•0A" Min 3' -0" 3.00 Roof slope = 6 :12 2.80 "= Min End Zone" Design End Zone = Main floor Plate Ht = 9.0 Ft Max Structure Ht 27.10 Ft Upper floor Plate Ht = 8.1 Ft Max Walls Ht 18.10 Ft Rims depth = 1.0 Ft Roof Mean Ht 22.60 Ft Main Roof Projection = 9.0 Ft F Zone Tabulated Pressure Horiz.Component Case 1 JCasi se 1 I Case 2 Note: Hor. Force Comp. Acting in minus X direction ...consider to be "0" A 14.40 14.4u a 2.30 2.30 C 10.40 10.40 D 2.40 2.40 E -6.40 -2.40 0.00 0.00 F -8.70 -4.70 17.40 9.40 G 4.60 -0.70 0.00 0.00 H -7.00 -3.00 14.00 6.00 case 1 End Zone - Horiz Pressure interior Zone - Horiz. Pressure Pwall P root P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Ht =35' Ht =40' 14.40 19.70 20.69 21.47 10.40 16.40 17.22 17.88 case 2 End Zone - Horiz Pressure I Interior Zone - Horiz. Pressure Pwall P roof P roof P roof Pwall P roof P roof P roof Ht =30' Hl =35' Ht =40' Ht =30' Hl =35' Ht =40' 1d An 11 7n 19 29 12 .75 in An 8_dn 889 916 5.60 Ft 5 00, Z Z. '~ W 00 . W= H CO LL WO J LL Q N d = W Z Z O0: W U� 0 9 , W W; U_ LL -0 W H 3: . O Z For Structures meeting design criteria as specified by IBC 2003 - 1609.6 use horizontal pressures for MWFRS P Ps = I •Iw • Ps30 IBC 2003 - EQ 16 -34 Z Maxim Roof Projection = 27' -0" End zones . MAX PROJECTED HT OF THE STRUCTURE MEAN ROOF HT 27 FT Min Pressure per sec 1609.6.2.1.1. .� Z W 27 FT (Zones E,F,G and H - Pres. = 0) . MAX PROJECTED HT OF THE ROOF 9.00 FT Use P = 10 psi TRIG. HT TO ROOF PLATE hi 0 FT @ 2.42 PSF = 0.00 PLF 0 PLF V O h2 9 FT @ 2.30 PSF = 20.70 PLF 90 PLF tl] h3 4.05 FT @ 14.40 PSF = 58.32 PLF 40.5 PLF in W h4 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF W = TOTAL UNIFORM LOAD TO ROOF PLATE 79.02 PLF 130.50 PLF -j iN Governing Wind Pressure 130.50 PLF CO) IL TRIB. HT TO FLOOR PLATE W O h1 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF h2 5 FT @ 14.40 PSF = 72.00 PLF 50 PLF h3 4.5 FT @ 14.40 PSF = 64.80 PLF 45 PLF -� h4 0 FT TOTAL @ 14.40 PSF = 0.00 PLF 0 PLF LL Q UNIFORM LOAD TO FLOOR PLATE 136.80 PLF 95.00 PLF (.0 d Governing Wind Pressure 136.80 PLF _ TRIB. HT TO LOWER PLATE 1 W h1 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF Z h2 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 PLF 0.00 PLF W 0 Governing Wind Pressure 0.00 PLF W Maxim Roof Projection = 27' -0" Interior zones U N Q MAX PROJECTED HT OF THE STRUCTURE 27 FT Min Pressure per sec 1609.6.2.1.1. O : .MEAN ROOF HT 27 FT (Zones E,F,G and H - Pres. = 0) � _ MAX PROJECTED HT OF THE ROOF 9.00 FT Use P = 10 psf W W TRIB. HT TO ROOF PLATE V hi 0 FT @ 2.52 PSF = 0.00 PLF 0 PLF h2 9 FT @ 2.40 PSF = 21.60 PLF 90 PLF O h3 4.05 FT @ 10.40 PSF = 42.12 PLF 40.5 PLF Z h4 - 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF W N TOTAL UNIFORM LOAD TO ROOF, PLATE 63.72 PLF 130.50 PLF U - Governing Wind Pressure 130.50 PLF �- ~ TRIB. HT TO FLOOR PLATE O h1 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF Z h2 5 FT @ 10.40 PSF = 52.00 PLF 50 PLF h3 4.5 FT @ 10.40 PSF = 46.80 PLF 45 PLF h4 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 98.80 PLF 95.00 PLF Goveming Wind Pressure 98.80 PLF TRIB. HT TO LOWER PLATE h1 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF h2 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF Maxim Roof Projection = 28' -0" End zones MAX PROJECTED HT OF THE STRUCTURE 28 FT Min Pressure per sec 1609.6.2.1.1. i? MEAN ROOF HT 25 FT (Zones E,F,G and H -Pres, = 0) MAX PROJECTED HT OF THE ROOF 6.00 FT Use P = 10 psi TRIB. HT TO ROOF PLATE h1 0 FT @ 2.30 PSF 0.00 PLF 0 PLF h2 6 FT @ _ 2.30 PSF 13.80 PLF 60 PLF h3 4.05 FT @ _ 14.40 PSF 58.32 PLF 40.5 PLF 114 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO ROOF PLATE 72.12 PLF 100.50 PLF Governing Wind Pressure 100.50 PLF TRIB. HT TO FLOOR PLATE h1 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF h2 5 FT @ 14.40 PSF = 72.00 PLF 50 PLF h3 4.5 FT @ 14.40 PSF = 64.80 PLF 45 PLF h4 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 136.80 PLF 95.00 PLF Governing Wind Pressure 136.80 PLF TRIB. HT TO LOWER PLATE h1 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF h2 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF Maxim Roof Pro ection = 28' - 0" Interior zones MAX PROJECTED HT OF THE STRUCTURE 28 FT Min Pressure per sec 1609.6.2.1.1. MEAN ROOF HT 25 FT (Zones E,F,G and H - Pres. = 0) MAX PROJECTED HT OF THE ROOF 6.00 FT Use P = 10 psi TRIB. HT TO ROOF PLATE h1 0 FT @ 2.40 PSF _ 0.00 PLF 0 PLF h2 6 FT @ 2.40 PSF 14.40 PLF 60 PLF h3 4.05 FT @ 10.40 PSF _ 42.12 PLF 40.5 PLF �. h4 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF I TOTAL UNIFORM LOAD TO ROOF PLATE 56.52 PLF 100.50 PLF .. Governing Wind Pressure 100.50 PLF TRIB. HT TO FLOOR PLATE h1 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF h2 5 FT @ 10.40 PSF = 52.00 PLF 50 PLF h3 4.5 FT @ 10.40 PSF = 46.80 PLF 45 PLF h4 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 98.80 PLF 95.00 PLF Governing Wind Pressure 98.80 PLF ;. TRIB. HT TO LOWER PLATE h1 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF h2 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 PLF 0.00 PLF .. Governing Wind Pressure 0.00 PLF Z Z � 2 30 UO O WH CO) LL W O J LL. Q N d W Z � Z O 2a DO O H W W ' U u. 0 O, .. W Z Z. S E IS I C Building Category It Seismic Imp Fact Seismic category I R -factor 6.6 Sd (work sheet) 1.003 Overstrenght Fac. 3 Soil class D z Seismic Use Group D Seismic Coeff. 0.1642 WHERE Wt = W(ROOF) + W(FLOOR) Z W SEISMIC LOADS PSF n ROOF (SNOW) 15.94 (WHERE APPLICABLE) u O" FLOOR 15.00 CO C3 EXT. WALL 12.00 co W, INT. WALL 10.00 W :C� _J 1) LOAD TRIBUTARY TO ROOF PLATE LL 0 � W LOAD WIDTH LENGTH LOAD KIPS ROOF 15.94 28.00 46.00 20.54 J ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 cf) ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 W ROOF OVERH 15.94 160.00 1.50 3.83 EXT.WALL 12.00 4+05 148.00 7.19 z EXT.WALL 12.00 4.05 0.00 0.00 0 EXT.WALL 12.00 4.05 0.00 0.00 W W EXT.WALL 12.00 4.05 0.00 0.00 5 INT.WALL 10.00 4.05 214.00 8.67 TOTAL ROOF PLATE 40.22 0 2) LOAD TRIBUTARY TO FLOOR PLATE .0 F- WWI LOAD WIDTH LENGTH LOAD KIPS I U. LOW ROOF 15.94 10.00 5.00 0.80 LL I._ LOW ROOF 15.94 0.00 0.00 0.00 0! LOW ROOF 15.94 0.00 0.00 0.00 LOW ROOF 15.94 0.00 0.00 0.00 FLOOR 15.00 28.00 46.00 19.32 FLOOR 15.00 -20.00 7.00 -2.10 FLOOR 15.00 0.00 0.00 0.00 z FLOOR 15.00 0.00 0.00 0.00 EXT.WALL 12.00 9.00 148.00 15.98 EXT.WALL 12.00 4.00 0.00 0.00 EXT.WALL 12.00 6.50 0.00 0.00 INT.WALL 10.00 4.00 214.00 8.56 INT.WALL 10.00 4.50 94.00 4.23 TOTAL FLOOR PLATE 46.79 3) BASE SHEAR Vb = BASE SHEAR COEFFICIENT ' W(ROOF)' W(FLOOR) Vb= 0,154 40.22 46.79 Vb= 13,42 KIPS 4) STORY SHEAR = Fx PLATE-HT WI HT' WI Story Force Story Force Diaphragm Force Diaphragm (Ft) ( KIPS I [ K -FT I Fx Coefficient. [ KIPS ] Fpx Coet 18.10 40.22 728.03 8.33 0.21 8.33 0.21 9.50 46,79 444.52 5.09 0.11 7.22 0.20 87,01 1172.55 13.42 15.55 5) ROOF DIAPHRAGM SHEAR = Fpx ( using Story Coef. ) Fx = Governing 8.33 6.47 6) FLOOR DIAPHRAGM SHEAR = Fpx ( using Story Coef. ) Sd I W x Force Kips/ area Em In ertia PSF Min Design 0.2 Sd•I'Wpx 1.00 1.00 46.8 9.39 7.83 Fpx Fx coef.'Wpx 46.8 9.39 7.83 Max Design 0.4 Sd'I•W x 1.00 1.00 46.8 18.77 15.67 Fx = Governing 9.39 7.83 EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS SEISMIC FORCE - ROOF LEVEL 8.33 KIPS Sd I W x Force Kips / area Em Inertia PSF Min Design 0.2 Sd'I'Wpx 1.00 1.00 40.2 8.07 6.26 Fpx Fx coef.•Wpx 40.2 8.33 6.47 Max Design 0.4 Sd'I'W x 1.00 1.00 40.2 16.14 12.53 Fx = Governing 8.33 6.47 6) FLOOR DIAPHRAGM SHEAR = Fpx ( using Story Coef. ) Sd I W x Force Kips/ area Em In ertia PSF Min Design 0.2 Sd•I'Wpx 1.00 1.00 46.8 9.39 7.83 Fpx Fx coef.'Wpx 46.8 9.39 7.83 Max Design 0.4 Sd'I•W x 1.00 1.00 46.8 18.77 15.67 Fx = Governing 9.39 7.83 EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS SEISMIC FORCE - ROOF LEVEL 8.33 KIPS SEISMIC FORCE - FLOOR LEVEL WIDTH OF STRC.@ ROOF PLATE N- S WIDTH OF STRC.@ ROOF PLATE W- E WIDTH OF STRC.@ FLOOR PLATE N- S WIDTH OF STRC.@ FLOOR PLATE W- E 50.00 FT UNIFORM LOAD ROOF PLATE N -S Wn -s UNIFORM LOAD ROOF PLATE W -E We-%A UNIFORM LOAD FLOOR PLATE N -S Wn -s UNIFORM LOAD FLOOR PLATE W -E We--A WIND GOVERNS YES/ NO ROOT FLO( SEISMIC GOVERNS YES/ NO ROO 50.00 .FT FLO( ROOF UNIFORM LOAD RATIO SEISMIC TO WIND N -S SEISM FAC.E'0.7 RATIO SEISMIC TO WIND W -E BASE SEISMIC LOAD N -S BASE WIND LOAD N -S 116.6 BASE SEISMIC LOAD W -E 130.50 BASE WIND LOAD W -E 166.6 BASE UNIFORM LOAD RATIO SEISMIC TO WIND N -S RATIO SEISMIC TO WIND W -E 131.4 0.93 0.93 Z �-- Z 4 W _3 C.) UO N W =. J CO) ILL WO. U. Q N = Z CY F- W F- O Z 1- � Q O - =W W 1-: O 111 Z P F Z„ Z 8.33 KIPS 9.39 KIPS 50.00 FT 50.00 FT 50.00 FT 50.00 .FT SEISM FAC.E'0.7 WIND 166.6 116.6 130.50 166.6 116.8 130.50 187.7 131.4 136.80 187.7 131.4 136.80 130.5 PLF 136.8 PLF 116.6 PLF MAX 131.4 PLF MAX 0.89 Max Wn -s 130.5 PLF 0.89 Max Ww•e 130.5 PLF 248.0 Max Wn -s 267.3 PLF 267.3 248.0 Max Ww -e 267.3 PLF 267.3 0.93 0.93 Z �-- Z 4 W _3 C.) UO N W =. J CO) ILL WO. U. Q N = Z CY F- W F- O Z 1- � Q O - =W W 1-: O 111 Z P F Z„ Z /d Uniform Loads to Roof plate N- S Trib. L Seis. Inertia Seismic load PLF Wind Load 46 6.47 w1 = 298 101.00 Uniform Loads to Roof plate W -E Trib. L Seis. Inertia Seismic load PLF Wind Load 28 6.47 w1 = 181 130.50 Uniform Loads to Floor plate N- S SHEAR WALL Trib. L Seis. Inertia Seismic load PLF Wind Load 45 4.25 w1 = 191 136.80 Uniform Loads to Floor Dia h. N- S DIAPH. Trib. L Seis. Inertia Seismic load PLF 45 7.83 wi = 353 28 7.83 w2 = 219 Uniform Loads to Floor pla te WE SHEAR WALL Trib. L Seis. Inertia Seismic load PLF Wind Load 28 4.25 w1 = 119 136.80 Uniform Loads to Floor Dia h. W -E DIAPH. Trib. L Seis. Inertia Seismic load PLF 28 7.83 w1 = 219 20 7.83 w2 = 157 i Z Q W W J U: UO. CO) 0 J 3:' LL, W O; LL a Z W H O Z H. W 5: U 0 O N. - 0 H- _ {j. LL O W Z U N: O ~' Z , i 51s-f s r-t t�-- . 920 s53-D �3$v 2( b roo 131.E r� (�15 F F C ��. I &I �z 44C.-P �. IE -O :NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR THE DOCUMENT. - THIS NOTICE IT IS DUE TO THE QUALITY VS 7 v a � W J U UO W= J � N LL. W O. J. U. Q N d = W Z �- O.. Z F- AU Uj U� ;O N. o �-' W W: H C.), .LL O ill Z. U CO) O ~' Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR CUMENT. THIS NOTICE IT IS DUE TO THE QUALITY OF THE DO __ SEISMIC NORTH SOUTH DIRECTION DIST -CULL ROOF FORCE TOT L DIST -CULL FROM TO CL 1720.0 FROM TO CLA 4618.0 46 28 CLC 4618.0 46 0 CLA 6530.0 46 20 CLB 2674.0 20 8 CLC 5382.0 20 FLOOR FORCE T CL WIND NORTH SOUTH DIRECTION DIST -CULL ROOF FORCE DIST -CUCL FLOOR FORCE FROM TO CL FROM TO CL CLA 1615.0 46 28 CLC 1615.0 46 0 0 CLA 2985.0 46 0 20 CLB 1920.0 20 0 8 CLC 2170.0 20 0 SEISMIC WEST EAST DIRECTION DIST -CUCL ROOF FROM TO CL 0 CL1 16 CL2 16 CL4 14 CL5 ZCE DIST -CUCL EAST DIRE FROM TO 1720.0 28 0 2896.0 28 24 2368.0 28 22 1192.0 20 WIND WEST EAST DIRE DIST -CUCL ROOF FORCE DIST -CUCL FROM TO CL 7831.0 20 FROM TO CL1 1250,0 28 16 CL2 2100.0 28 24 16 CL4 1970.0 28 22 14 CL5 1120.0 20 FLOOR FORCE CL CL1 4977.0 28 CL3 7831.0 20 CL5 /CL6 4154.0 20 CTION FLOOR FORCE CL CL1 4977.0 28 CL3 3608.0 20 CL5 /CL6 4154.0 20 1 ' i . - Z �QQ WD UO J H N LL W O: LL a c �. W. Z� 1- O Z F- �j U� O N O F-. W W �U lL � LL! Z U =; O Z N - S DIRECTION SEISMIC ROOF ROOF CLA CLC FLOOR FLOOR FLOOR CLA CL13 CLC MAX TOT.SHEAR Vmax Si 4618 6530 2674 a WALL GEOMETR N - S DIRECTION SEISMIC ROOF ROOF CLA CLC FLOOR FLOOR FLOOR CLA CL13 CLC MAX TOT.SHEAR Vmax 4618 4618 6530 2674 5382 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8.1 Lmin - L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 12.0 DL FLR 15.0 15,0 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 1.0 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0.0 0.0 L1 16.0 20.0 38.0 19.0 16.0 WALLS LENGTH L2 17.0 17.0 0.0 0.0 9.0 L3 0.0 0.0 0.0 0.0 0.0 L4 0.0 0.0 010 0.0 0,0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 0.0 OVERTURNING TOT L 33.0 37.0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 O.T.M. 12954.4 12276.0 37780.7 15471.0 11209.9 R.M. WDL 12441.6 14045.4 70178.4 17544.6 3936.6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 9263.7 - 12806.1 - 35126.8 - 2755.9 7120.2 C=T -579.0 -753.3 -924.4 -145.0 791.1 HOLDOWN FORC T MAX 1 -579 -753 -924 -145 791 U S E- HOLDOWN Holdown Type SHEAR v not fadd - 139.9 124.8 171.8 140.7 215.3 SHEAR (E/1 41 v max 100.0 89.2 122.7 100.5 153.8 REDUND.FACTOF 1.001 100 SHEAR WALL TYPE P1 -6 1 s NOTES: Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (Li ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin'hmax'((Vmax1.4)'1 /L) RM - ((0.5 DOTM OTM- ((RMDL +RMRDL +RMFDL)'(0.9)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR Vmax/TOT L WORKING STRESS VALUE SHEAR WALL = Vmax/1.4 *TOTAL L Z •� Z J 0 UO ND cl) Ill J = fH N U. W O. 9:3 LL Q N d = W H = ? H 1- O Z F-- W Ul 0 U O� 0 F- W W' I- V . LO w Z: U =: O Z N - S DIRECTION WIND ROOF ROOF FLOOR FLOOR FLOOR CLA CLC CLA CLB CLC MAX TOT.SHEAR Vmax 1615.0 1615.0 2985.0 1920.0 2170.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8.1 44 L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 12.0 P1 -6 DL FLR 15.0 15.0 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 1.0 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0.0 0.0 WALLS LENGTH L1 16.0 20.0 38.0 19.0 16.0 L2 17.0 17.0 0.0 0.0 9.0 L3 0.0 0.0 0.0 0.0 0.0 L4 0.0 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 0.0 OVERTURNING TOT L 33.0 37.0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 O.T.M. 6342.5 6010.4 24178.5 15552.0 6327.7 R.M. WDL 12441.6 14045.4 70178.4 17544.6 3936.6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 10197.6 - 12661.9 - 30097.1 1983.1 3283.2 C = T 1 -637.4 -744.8 -792.0 104.4 364.8 HOLDOWN FORC DESIGN T 1 -637 -745 -792 104 365 U S E- HOEDOWN TYPE / 49 SHEAR v max 44 79 101 87 SHEAR WALL TYPE 1 P1.6 P1 -6 P1.6 P1 -6 P1 -6 w / Wind 40% incr. P1 -6 P1 -6 P1 -6 P1 -6 Pi -6 NOTES : Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM Lmin'hmax'((Vma) "1 /L) RM - ((0.5•(Lmin ^2)'hmax'DLWALL)) DOTM OTM- ((RMDL +RMRDL +RMFDL)'(0.67)) C =T - DOTM/Lmin HOLDOWN FORCE (C =T) i UNIT SHEAR Vmax/TOT L 1( 14e 9 Z J U UO J X. N LL W O. u J Q d 1- _ Z� � LLI Z F- 2:3 U j3 o ff 0 W W' F- LL - 0 W co) H � O Z �i ■ f 1.00 r�- CHECK REDUNDANCY FACTOR NORTH SOUTH DIRECTION a� MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q <= 1.0 t V story 13.42 KIPS AREA FLOOR 1198.00 SF Vumax 775.31 PLF ° MAX ACTUAL WALL SHEAR 215.00 PLF RHO" q •1.61 USE "RHO" _ fi j - I j I i I 1. i j I i 1.00 r�- i i W- E DIRECTION SEISMIC ROOF ROOF ROOF ROOF CL1 CL2 CL4 CL5 MAX TOT.SHEAR Vmax 1720.0 2896.0 2368.0 1192.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 L 15.0 8.0 12.0 10.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 DL FLR 15.0 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 0.0 0.0 T.W. ROOF 1.0 1.0 1.0 1.0 WALLS LENGTH L1 9.0 8.0 7.0 2.5 L2 6.0 0.0 5.0 5.0 L3 0.0 0.0 0.0 2.5 L4 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 OVERTURNING TOT L 15.0 8.0 12.0 10.0 L MIN 6.0 8.0 5.0 2.5 O.T.M. 3980.6 16755.4 5708.6 1724.1 R.M. WDL 1749.6 3110.4 1215.0 303.8 R.M. ROL 287.0 510.2 199.3 49.8 R.M. FDL 0.0 0.0 0.0 0.0 D.O.T.M. 2147.6 13496.9 4435.7 1405.9 C=T 357.9 1687.1 887.1 562.4 HOLDOWN FORC T MAX U S E - HOLDOWN TYPE SHEAR v not.fadd SHEAR (E/1.4) v max REDUND.FACTOF 1.08 SHEAR WALL TYPE NOTES: Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (Li ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin • hmax'((Vmax1.4)'1 /L) RM - ((0.5 "(Lmin^2)*hmax*OLWALL)) DOTM - OTM- ((RMDL +RMRDL +RMFDL)'(0.9)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR VmaxlTOT L WORKING STRESS VALUE SHEAR WALL = Vmax11.4 'TOTAL L 2 Z` a ,W QQ � JU UO N � J N ti W O 2 q LL N d = W F- _ Z F- Z 0; 25 U� O_. O t•- WW U u. -0 Z U =.. O ~. Z 358 1687 887 562 �5 c 11 114.7 362.0 197.3 119.2 W - E DIRECTION WIND ROOF ROOF CL1 CL2 CL4 CL5 MAX TOT.SHEAR Vmax 1250.0 2100.0 1970.0 1120.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 L 15.0 8.0 12.0 10.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 P1-4 DL FLR 15.0 15.0 15.0 15.0 P1 -6 DL ROOF 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 0.0 0.0 hmax - T.W. ROOF 1.0 1.0 1.0 1.0 WALLS LENGTH L1 9.0 8.0 7.0 2.5 L2 6.0 0.0 5.0 5.0 L3 0.0 0.0 0.0 2.5 RM - L4 0.0 0.0 0.0 0.0 OTM- ((RMDL +RMRDL +RMFDL)'(0.67)) L5 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 UNIT SHEAR OVERTURNING TOT L 15.0 8.0 12.0 10.0 L MIN 6.0 8.0 5.0 2.5 O.T.M. 4050.0 17010.0 6648.8 2268.0 R.M. WDL 1749.6 3110.4 1215.0 303.8 R.M. RDL 287.0 510.2 199.3 49.8 R.M. FDL 0.0 0.0 0.0 0.0 D.O.T.M. 2685.5 14584.2 5701.2 2031.1 C = T 447.6 1823.0 1140.2 812.4 HOLDOWN FORC DESIGN T 1 448 1823 1140 812 U S E - HOLDOWN TYPE �� ? S (( t6 ) l SHEAR v max 83 263 164 112 SHEAR WALL TYPE 01-6 P1-4 P1 -6 P1 -6 w / Wind 40% incr. 131-6 1 -6 P1 -6 P1 -6 NOTES: Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (Li ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin ' hmax'((Vma)'1 /L) RM - ((0.5•(Lmin ^2)'hmax'DLWALL)) DOTM - OTM- ((RMDL +RMRDL +RMFDL)'(0.67)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR Vmax/TOT L Z �W J U. U N 0 W J co) LL, W O 95 LL- Q N d' = W Z� Z O -'. 5 U� O _. � H .W W 2 r~ W O wZ U_co) O Z i t� W- E DIRECTION SEISMIC FLOOR FLOOR FLOOR CL1 CL3 CL5 1CL6 MAX TOT.SHEAR Vmax 4977.0 7831.0 4154.0 WALL GEOMETR hmax 9.0 9.0 5,0 L 12.0 8.5 3.5 WALL LOADING DL WALL 12.0 12.0 12.0 296.3 DL FLR 15.0 15.0 15.0 320 DL ROOF 15.9 15.9 15.9 P1-4 T.W.FLR 8.0 16.0 8.0 T.W.ROOF 0.0 0.0 0.0 WALLS LENGTH L1 6.0 8.5 2.0 L2 6.0 0.0 1.5 L3 0.0 0.0 0.0 L4 0.0 0.0 0.0 L5 0.0 0.0 0.0 L6 0.0 0.0 0.0 OVERTURNING TOT L 12.0 8.5 3.5 L MIN 6.0 8.0 1.5 O.T.M. 15997.5 47380.8 6358.2 R.M. WDL 1944.0 3456.0 67.5 R.M. RDL 0.0 0.0 0.0 R.M. FDL 2160.0 7680.0 135.0 D.O.T.M. 12303.9 37358.4 6175.9 C = T 1 2050.7 4669.8 4117.3 HOLDOWN FORC T MAX U S E - HOLDOWN TYPE UNIT SHEAR v not.fact'd t SHEAR (E/1.4) v max { REDUND.FACTOF 1.08 I SHEAR WALL TYPE 2051 4670 4117 414.8 921.3 1186.9 296.3 658.1 847.8 320 711 916 P1-4 P2-4 P2 -3 CHECK REDUNDANCY FACTOR WEST EAST DIRECTION MAXIMUM ALLOWABLE WALL SHEAR (Vumax) FOR q - 1.0 V story 13.42 KIPS AREA FLOOR 1198.00 SF MR Z W � D. 00 N0. J CO) LL w O' d =W Z �.. r- O Z I- W W U O co F- UJI W w CO) O ~. Z Y r J �I W - E DIRECTION WIND r- FLOOR FLOOR FLOOR CL1 CL3 CL51CL6 MAX TOT.SHEAR Vmax 4977.0 3608.0 4154.0 WALL GEOMETR hmax 9.0 9.0 5.0 L 12.0 8.5 3.5 WALL LOADING DL WALL 12.0 12.0 12.0 414.8 424.5 DL FLR 15.0 15.0 15.0 P1-3 P1 -3 DL ROOF 15.9 15.9 15.9 P1-4 P14 T.W. FLR 8.0 16.0 8.0 T.W.ROOF 0.0 0.0 0.0 L1 6.0 8.5 2.0 WALLS LENGTH L2 6.0 0.0 1.5 L3 0.0 0.0 0.0 L4 0.0 0.0 0.0 L5 0.0 0.0 0.0 L6 0.0 0.0 0.0 OVERTURNING TOT L 12.0 8.5 3.5 L MIN 6.0 8.0 1.5 O.T.M. 22396.5 30561.9 8901.4 R.M. WDL 1944.0 3456.0 67.5 R.M. RDL 0.0 0.0 0.0 R.M. FDL 2160.0 7680.0 135.0 D.O.T.M. 19646.8 23100.8 8765.8 C = T 3274.5 2887.6 5843.8 HOLDOWN FORC T MAX 3274.5 2887.6 5843.8 U S E- HOLDOWN TYPE K k Z U UlZ �� v UNIT SHEAR v max 414.8 424.5 1186.9 SHEAR WALL TYPE P1-3 P1 -3 P2 -2 w / Wind 40% incr. P1-4 P14 1 -3 2/ Z , y JU UO rn 0 Lu J X. co V WO u N d = W H = Z E- O Z F- W W 5 U 0. O N � F- W W LL o. Uco) O Z f�. f a APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS SEISMIC NORTH SOUTH ROOF FORCE WALL L WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID CL DIST G RIDIGRID LEFT OF GRID LEFT OF GRID RIGHT OF GRID CLA CL1 4618.0 46.0 1615.0 46.0 71.7 TYP CLC 28.0 4618.0 46.0 71.7 TYP 46.0 CLA 0.0 8150.0 46.0 CLA 0.0 126.6 TYP CLB 20.0 4410.0 20.0 112.5 TYP 45.0 TYP CLC 8.0 5500.0 20.0 196.4 F1 CLC . � . • ; �a�T•I1��:1 ROOF FORCE WALL L WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST G RIDIGRID LEFT OF GRID LEFT OF GRID RIGHT OF GRID RIGHT OF GRID CL1 CLA 28.0 1615.0 46.0 61.4 TYP 35.1 TYP CLC 28.0 1615.0 46.0 35.1 TYP 2368.0 28.0 CLA 0.0 2985.0 46.0 CL5 14.0 1192.0 64.9 TYP CLB 20.0 1920.0 20.0 68.6 TYP 27.4 TYP CLC 8.0 2170.0 20.0 108.5 TYP 2z SEISMIC WEST EAST ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID RIGHT OF GRID CL1 1720.0 28.0 61.4 TYP CL2 16.0 ' 2896.0 28.0 36.9 TYP 36.9 TYP CL4 16.0 2368.0 28.0 32.2 TYP 28.2 TYP CL5 14.0 1192.0 20.0 42.6 TYP WIND WEST EAST ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF G RID RIGHT OF GRID CL1 1250.0 28.0 ' 44.6 TYP CL2 16.0 2100.0 28.0 37.5 TYP 37.5 TYP CL4 16.0 1970.0 28.0 37.5 TYP 32.8 TYP CL5 14.0 1120.0 20.0 56.0 TYP z a S Z` U O'' N 0 J t!1 u W O LL Q to _ d. �W Z = H F- O ZH W �p U O co) LI uj U - 0; llJ Z O Z M � � 1 ' r APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS SEISMIC NORTH SOUTH FLOOR FORCE WALL L UNIT SHEAR DIAPH DIST CL GRIDIGRID LEFT OF GRID UNIT SHEAR DIAPH RIGHT OF GRID UNIT SHEAR DIAPH WIND NORTH SOUTH FLOOR FORCE WALL L UNIT SHEAR DIAPH DIST CL GRIDIGRID LEFT OF GRID UNIT SHEAR DIAPH RIGHT OF GRID UNIT SHEAR DIAPH SEISMIC WEST EAST j i i I i i i FLOOR FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH DIST CL GRIDIGRID CL GRIDIGRID LEFT OF GRID CL1 4977.0 RIGHT OF GRID CL1 6921.0 28.0 N.A. N.A. 247.2 F1 CL3 24.0 10128.0 20.0 188,7 F1 173.0 F1 CL5 /CL6 22.0 4462.0 20.0 159.4 TfP 0.0 TYP WIND WEST EAST FLOOR FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH DIST CL GRIDIGRID LEFT OF GRID RIGHT OF GRID CL1 4977.0 28.0 177.8 F1 CL3 24,0 3608.0 20.0 94.1 TYP 86.3 TYP CL5 /CL6 22,0 4154.0 20.0 207.7 F1 Z IZ t- W U0 c o Q J = H. ca U- W LL Q _ d. I... W 10 Z UJ W � Q, U �O co Q H W W 2 0 111 Z O Z 0 Z W Q � Q � J U. UO CO) CO) =' CO) 11.., W O . J 1L Q N � I — W . O' ZH W � p' O co)' W U lL oi l Z' L11 , 0 z ROOF DIAPRAGM 15 / 32 " 7e TYPE 0 Z W Q � Q � J U. UO CO) CO) =' CO) 11.., W O . J 1L Q N � I — W . O' ZH W � p' O co)' W U lL oi l Z' L11 , 0 z ROOF DIAPRAGM 15 / 32 " 2X FRAMING - H.F. TYPE NAILS DIAPH SUPPORTED OTHER PANEL BLOCKING DESIGN BOUNDARIES CONT.EDGES EDGES V allowable TYP 10 d 6" o.c. 6" o.c. NO 155 PLF R1 10 d 6" o.c. 6" o.c. 6" o.c. YES 237 PLF R2 10 d 4" o.c. 4" o.c. 4" o.c. YES 315 PLF R3 10 d 2.5" o.c. 2.5" o.c. 6" o.c. YES 470 PLF WHERE NAILS SPACED 2.5 " AND LESS FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X AND SHALL BE STAGGERED. FLOOR DIAPRAGM 19 / 32 " 2X FRAMING - H.F. TYPE NAILS DIAPH SUPPORTED OTHER PANEL BLOCKING DESIGN BOUNDARIES CONT EDGES EDGES V allowable TYP 10 d 6" o.c. 6" o.c. NO 176 PLF F1 10 d 6" o.c. 6" o.c. 6" o.c. YES 262 PLF F2 10 d 4" o.c. 4" o.c. 4" o.c. YES 348 PLF F3 10 d 2.5" o.c. 2.5" o.c. 6" o.c. YES 524 PLF f WHERE NAILS SPACED 2.5 AND LESS FRAMING AT ADJOINING PANEL . f 1 i I i i i. 1 EDGES SHALL BE 3X AND SHALL BE STAGGERED. 0 Z W Q � Q � J U. UO CO) CO) =' CO) 11.., W O . J 1L Q N � I — W . O' ZH W � p' O co)' W U lL oi l Z' L11 , 0 z f t 1 I a 7 a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR"I`HAN s` .: THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. P IL/�1M �noinn m) ^__fcv NOTICE: IF THE DOCUM E TO THE QUALITY OF THE DOCUMEN N THIS NOTICE IT IS DUE 7. 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NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMENHA THIS NOTICE IT IS DUE TO THE QUALITY O F V_ 1 ---' ---------------------- I— L— J ------- L —J VV . 1' -01 96TD E BT. �Ila Is 9645 DDT. C - - - - -- ------------------ ---------------------------- - -- - - ----------------- — — E�.6RADe ,LilgiFy �o 50ALe . U {• . 1• -0• ELEVATION NOTES �. rRavlx comnlu xs }t ^ TTrICAL. 2. rROVDe 900P VMa5 rer 3ecnoN 13079 TTPIUV_ 7. PROVIM DALVANUM 6N1: M ASwH6 AID calrMt R ALL ROOr PDlIRAT10116 GYltlY3. 4. WORM TO 5=TWO 7107 L' C -"k *EY LON3TmjCTw*L 7. rwlovwe VIATIOC -0TRlrr COORS AND PINDC"& CA JOINTS AID retlTRATIOW YOLL b. E1p0IC TO IX sI.r'PORTLD UNTC.3 AID 3NALL NOT 13 MAH N& 7. PRN31m exn5tm 60. AMAY MOM 1311LDIN6 AT LGASr 2X MR A MNLIS." " 6. rOST APPROVED Mk EQU ON TM DYQL.T & ACDRM PLARLY V191 AID LE6 STREWr rRoPmN6 M Ore ffi§ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 �■ G No om G� � N 9645 DDT. C - - - - -- ------------------ ---------------------------- - -- - - ----------------- — — E�.6RADe ,LilgiFy �o 50ALe . U {• . 1• -0• ELEVATION NOTES �. rRavlx comnlu xs }t ^ TTrICAL. 2. rROVDe 900P VMa5 rer 3ecnoN 13079 TTPIUV_ 7. PROVIM DALVANUM 6N1: M ASwH6 AID calrMt R ALL ROOr PDlIRAT10116 GYltlY3. 4. WORM TO 5=TWO 7107 L' C -"k *EY LON3TmjCTw*L 7. rwlovwe VIATIOC -0TRlrr COORS AND PINDC"& CA JOINTS AID retlTRATIOW YOLL b. E1p0IC TO IX sI.r'PORTLD UNTC.3 AID 3NALL NOT 13 MAH N& 7. PRN31m exn5tm 60. AMAY MOM 1311LDIN6 AT LGASr 2X MR A MNLIS." " 6. rOST APPROVED Mk EQU ON TM DYQL.T & ACDRM PLARLY V191 AID LE6 STREWr rRoPmN6 M Ore ffi§ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. am irc irc..u.o. ..u.n.c MAJHLY VISI AMP L256 STRZ= MOWN& T}! DK 12 bry?p L Fo FRI i li 1 1 mown- SCALE . 1/4 , I' -0' 2'-O' 1' CHA WM 4 1/2' O j 4GM4A Ir TYP. CEDAR SCALE, V-1' -0' ry ROOF BRACKET d5 TD. �JUBFLO TD. PLATE "63 EX15T. E NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. b.Q ■ IL TOOL -5 I � I• �-- �� I .' CAMEVM iioi� 1 C NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. owe 0 cm ICI i Mr rD 00 f J 0 0 w Feb IS 2005 9:16RM HP- J.RSERJET 3200 _ Earth Consultants, Inc. 4 }. ocnkxtr1cW Eroiccm Geoiogi a o, vlrcnnxn a1 Wendsis Established 1975 Qxe&w1on Temg & KBO I WA80 MXa2Jon 5rrvi= FILE COPY 111. February 2, 2005 E -11589 J. S. Jones and Associates, Inc. 35316 - 28' Avenue South Federal Way, Washington 98003 P.2 REVIEWEE;FOR CODE COMPLIANCE Attention: Mr. Jeff Jones Subject: Foundation Recommendations - Proposed Single - Family Residence 4424 South 118' Street Tukwila, Washington Dear Mr. Jones: JUN 17 2005 Of Tokwifa Ci a BUILDING DIVISION As requested, Earth Consultants,. Inc. (ECI) is pleased to present this letter containing our foundation t recornmandations for the proposed single - family residence to be constructed at 4424 South 1.18" Street in Tukwila, Washington. This letter presents the results of our subsurface exploration and our foundation recommendations. Scope of Services We performed this study in general accoraance with the scope of services outlined in our December 9, 2004 proposal, which was authorized on January 21, 2005. On this basis, our study addresses: • Subsurface soil and groundwater conditions; and * design recommendations, including bearing capacity, lateral ,pressures, and estimates of potential total and differential settlement. Prolect Description We understand it is planned to construct a two -story single - family residence in the southern portion of an approximately' 0.21 -acre undeveloped lot located at 4424 South 118 Street in Tukwila, Washington. Based on preliminary design information provided by the client, the proposed residence will have an approximate footprint of 1,260 square feet. We anticipate that the proposed residence will be of relatively lightly - loaded wood -frame construction with a combination of slab -on -grade and wood -joist floors. Access to the proposed residence will be off of South 118' Street, located at the south end of the subject site, 1805136th Place N.E., Suite 201, Bellevue, WA98005 BeAewe (425) 643.3780 ' FAX (425) 746 -0860 Toll Free (888) 739 -6670 Other Locations He DO qw!01 Z '~ w �2 D U (1 ) 13 C0 LU J CO LL w U . = F- w Z 10 Z H w U� ON o �- wW F- U_ U= O Z ....�... w...;i x:..�1 T.•ll:: iv:.:}.� ,o:l:e,4: a(. a::. >...4`J( 1: tii�vLti�.: i:+ tSY:" w: �L4Y .if.[zSJSYL\4p�5tW+MWn1�1w..w Feb 16 2005 9 :16AM HP LASERJET 3200 P -3 J. S. Jones and Associates. Inc. E -11589 February 2, 2005 Page 2 We understand site grades will be raised on the order of two (2) to three (3) feet within the vicinity of the proposed residence. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this letter. In any case, ECI should be retained to perform a general review of the final design. Surface Conditions The subject site consists of an approximately 0.21 -acre, undeveloped, rectangular lot located at 4424 South 118`h Street in Tukwila, Washington. The subject site is bordered to the north and east by a northwest - southeast trending portion of the Burlington Northern Railroad line, to the west by an existing single - family residence, and to the south by South 118`" Street. i Topography across the majority of the property is relatively level. An east- facing, I approximately two to three foot tall ascending slope is located along the southern third of the western property line. We understand that the site grades in the vicinity of the proposed residence will be raised to match the top of this existing slope. The subject site is vegetated primarily with tall grass. Subsurface Conditions Subsurface conditions at the site were evaluated by excavating two test holes using a Toro Dingo ; with, an auger attachment at the approximate locations shown on Plate 1. The test holes were excavated to a maximum exploration depth of ten (10) feet below existing grade. Please refer to the attached Subsurface Exploration Logs for a more detailed description of the subsurface conditions encountered at each test hole. The following is a generalized description of the subsurface conditions encountered, At each. of our. test hole locations we encountered a surf icial layer of topsoil and sod. The topsoil and sod layer was approximately three to four inches thick and was characterized by its dark brown color, loose consistency, and the presence of abundant roots and organic debris, Underlying the existing topsoil and sod, we typically encountered an approximately three foot thick upper layer of loose mottled silt (Unified Soil Classification ML) underlain by interbedded sequences,af loose to medium dense silty sand (SM) and poorly graded sand with silt (SP- SM) . The fines, content of the poorly graded sand with silt typically decreased with depth. Earth consultants Inc, . 7i',1i :tJi,[44h:'. Z 1� JU UO N J H CO W w 9_J LL cl)a =w z� �O Z �_. LLJ U� ON o� w LLP LL O .. Z w CO ~ O Z Feb 16 2005 9:168M HP I.RSERJET 3200 J. S. Jones and Associates, Inc. February 2, 2005 Groundwater p.4 E -11589 Page 3 At the time of our subsurface exploration in January of 2005, the groundwater table was encountered between one and one -half (1.5) and two and one -half (2.5) feet below existing grade at our subsurface exploration locations. Moderate to heavy groundwater seepage should be expected in site excavations greater than one and one -half (1.5) feet below existing grade, especially if the excavation is conducted during the wet season. The contractor should be made aware of the potential for groundwater seepage entering excavations and understand that groundwater levels are not static. There will likely be fluctuations in the groundwater table level and amount of seepage depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter winter months (typically. October through May). Conclusions and Recommendations Based on the results of our subsurface exploration and our experience in the area, it is our opinion that the proposed single - family residence can be constructed generally as planned, provided the recommendations in this letter are followed. Support for the proposed residence should be provided by a conventional spread and continuous footing foundation system bearing on at least two (2) feet of structural fill. Site Preparation and Earthwork Building, pavement, and areas to receive structural fill should be adequately stripped and cleared. of ,any vegetation, topsoil or other organic matter, and other deleterious material. Based on the thickness of the topsoil and vegetative cover encountered at our subsurface exploration locations, we estimate a stripping depth of three (3) to four (4) inches in the vicinity of the proposed residence. The actual stripping depth should be based on field observation at the time of construction. In no case should the stripped materials be used as structural fill or mixed with material to be used as structural fill. The stripped materials may be "wasted" on -site in non - structural z �= Z Cr. QQ JU UO ND J N_ LL. WO LL Q CO) D. = �w z f- z0 W U ON O �- WW H- LL O ..z w U= 0 Feb 16 2005 9:16AM P LASERJET 3200 P• j. S. Jones and Associates, Inc. E -1 1589 February 2, 2005 Page 4 Structural fill is defined as compacted fill placed under load bearing areas. Structural fill used to raise the site grades and support the residence foundation should be compacted to a minimum of ninety (90) percent of its laboratory maximum dry density determined in accordance with ASTM designation D -1557 (Modified Proctor). The top twelve (12) inches of structural fill placed under floor slabs and pavements should be compacted a minimum of ninety -five (95) percent of maximum dry density. During dry weather, any non - organic compactable granular soil with a maximum grain size of four (4) inches can be used, provided it is near its optimum moisture content. Fill for use during wet.weather should consist of a well graded granular material having a maximum grain size of four- inches and no more than live (5) percent fines passing the No. 200 sieve, A contingency in the earthwork budget should be included for this possibility. ECI should review the gradation of imported soil intended for use as structural fill. Foundations It is our opinion that the.proposed residence may be supported on a conventional spread and continuous footing foundation system bearing on at least two (2) feet of granular structural fill. This will require overexcavating at the perimeter and interior footing locations to a depth of at least two (2) feet below the foundation subgrade elevation and then backfilling the overexcavation with granular structural fill. The overexcavation should extend horizontally at least one (1) foot beyond the width of the foundation. Depending on the depth of the excavation and the time of year the footing excavation is completed, footing excavations may encounter the groundwater table. Structural fill should not be placed Into standing water. Quarry spalls should be used to fill to above the elevation of the standing water. A granular structural fill material may be used above the quarry spalls. A non -woven geotextile fabric should be placed between the spalls and overlying structural fill to prevent the migration of fill into the spalls. With foundation support obtained as described, for design, an allowable soil bearing capacity of two. thousand five hundred (2,500) psf for structural fill can be used. A bearing pressure of this magnitude would be provided with a theoretical factor -of- safety in excess of 3,0 against actual shear failure. For short -term dynamic loading conditions. a one -third increase in the above allowable soil bearing capacity can be used. Earth Consultants Inc. Z Z �w UO ND J CO) L w J U? CO)d tV- _ t- O Z F_ LU5 U� ON 0 !-, wW LL 0 -- Z U CO O Z Feb 16 2005 3:16HM HO LRSERJET 3200 p.6 J. S. Jones and Associates, Inc. E -11589 February-2, 2005 Page 5 Continuous and individual spread footings should have minimum widths of sixteen (16) and eighteen (18) inches, respectively. For frost protection considerations, exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. Based on preliminary design information provided by the client, the site grades will be raised on the order of two (2) to three (3) feet in the vicinity of the proposed residence. In order to follow the above recommended frost protection considerations and maintain two (2) feet of granular structural fill below the foundation elements, excavations into the native soil may range from six (6) inches to one and one -half (1.5) feet below existing grade. For the above design criteria, estimated settlements of foundations should be about one inch or less.. Differential settlements are estimated to be on.the order of one -half (0.5) inch. Most of the settlement should occur during construction as the dead loads are applied. Settlement of shallow foundations, however, can be expected as a result; of liquefaction settlements. We estimate differential settlements resulting from liquefaction could be on the order of one (1) to. one : and one -half (1.5) inches. Adequate foundation bearing below the shallow foundations, however, should be maintained due to the recommendations that footings be supported on at least two (2) feet of granular structural fill. Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face.of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of 0.35 can be used. For. passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred (300) pounds per cubic foot (pcf). These lateral resistance values are allowable values; a factor -of- safety of 1.5 has been included, As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. A representative of ECI should be retained to periodically observe the foundation overexcavation to verify that soil conditions are as anticipated at the time of this studv and to provide density testing on structural fill. Earth Consultants Inc. Z i� w D U (1) CO W J = r~ CO LL wO 9 _. LL Q CO C = Y w i— _ Z �. HO Z �— w w U ON OH W LL� LL 0 ui CO O Z Feb 16 2005 8:178H N LRSERJET 3200 _ P • 7 J. S. Jones and Associates, Inc. E -1 1589 February 2, 2005 Page 8 i Z Z Limitations w Our recommendations and conclusions are based the site materials observed, the design o information provided us, and our experience and engineering judgment. The conclusions and o recommendations are professional opinions derived in a manner consistent with that level of w = care and skill ordinarily exercised by other members of the profession currently practicing _J LL under similar conditions in this area. No warranty is expressed or implied. — p W The recommendations submitted in this letter are based upon the data obtained from the test holes and our visual observations. Soil and groundwater conditions may vary from those CO D i encountered. The nature and extent of variations may not become evident until construction. a If variation appear, ECI should be requested to reevaluate the recommendations of this _ letter and to modify or verify them in writing before proceeding with construction. ? �" I Additional Services ZO w U J As the giiieering geologist of record, ECI should be retained to perform a general review of D 0 p Cl) the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the = v construction specifications. ECI should also be retained to provide geotechnieal services during construction. This is to v N observe with the design concepts, specifications or recommendations, and to ~ allow design changes in the event subsurface conditions differ from those anticipated prior to z the start of construction. i We trust'this latter meets your current needs. If you have any questions, or need additional services, please call. Q t W ash ; � 9 Respectfully submitted, a EARTH CONSULTANTS, INC. I 1 m�:�a c�odo� `• • �Sed Ge Steven T. Swenson Scott D. Dinkelman, LE Staff Geologist Principal Scfltt Dinkelman STS/SDO /ddw ' Attachments: -Plate 1, Subsurface Exploration Plan r'k Legend u '! Subsurface Exploration Logs ^ Earth Consultants Inc. „ ,1 ,s �.a«�...et; :a.�'. ! .e... a.A.w,v:�l? r :,r.�:. �•w.:h:.+ers �,au:d...X.�sia v+:Lix.�:.ali:�.�i�ai�:UfJtir 2) Feb 16 2005 3317AM HP- '-ASERJET 3200 P.8 TH- '* Approimate Location of ECI Test Hale, ECI Proj. No. E- 11589, Jan. 2005 _ i Subject Site Proposed Single- Family .Residence NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. "Qk ApproAwk - de Scale 0 20 40 84ft Earth Consultants, Inc, Grorcdvk U EngJnmbig. Gcolagy, E nv 4or l11vM'c J Sclances f:O11atrl K1ionTc%bUn9 A ICt3Q ! %vA80 ctspoc4an SrrvkYs I I I f f I � i Drwn. GAP Lot 334740-0690 I I t I I I I I Date 212/05 Plate 1 I I I 1 ! I i Lot 33474"700 I 9 t � ' I I Lot 334740 -0705 ( t ''1 r Lnt 334740 -0710 � � •`? I I I I I I t DUS71NG SOUTH 116TH STREET TH- '* Approimate Location of ECI Test Hale, ECI Proj. No. E- 11589, Jan. 2005 _ i Subject Site Proposed Single- Family .Residence NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. "Qk ApproAwk - de Scale 0 20 40 84ft Earth Consultants, Inc, Grorcdvk U EngJnmbig. Gcolagy, E nv 4or l11vM'c J Sclances f:O11atrl K1ionTc%bUn9 A ICt3Q ! %vA80 ctspoc4an SrrvkYs Subsurface Location Plan 4424. South 118th Street Tukwila, Washington Drwn. GAP Date Feb. 200.5 Proj. No. 11589 Checked STS Date 212/05 Plate 1 Z - Z W � D UO Cl) W = F- �LL WO LLQ co D �W Z= W �_ �5 U� O N Q F- WW H 5. W O W Z CO O� Z q4 PENE IKMt :I tH HtWJ114U, ICT W MOISTURE, % dry weigh 24' I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED WATER OBSERVATION WELL paf DRY DENSITY, Ibe. per cublo it. LL ucxiv LIMfT, % SZ DEPTH OF ENCOUNTERED GROUNOWATER Pi PLASTIC INDEX WPM EXCAVATION Z SUBSEQUENT GROUNOWATER LVEL w/ DATE Earth Consultants In LEGEND Ci704'f Imk'ul Ih I{dlMCfti. C47t1Y1V1516 i FJ1V Y11t71U11 Y Proj. No. 21569 Dete FeH.2005 Plate Al I Z Z w W� 00 N J � cf) W: w W Q cf) s W ' Z 1 F- O Z I— 2 � U O N O I— WW !!:.o Z CO) 1= _ O Z 1 I 04 -03 -2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director MARC JOHNSON 35316 28 AV S FEDERAL WAY, WA 98003 RE: Permit No. D04 -371 4424 S 118 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be its be writing and Provide satisfactory why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/30/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer arshall, Permit Technician xa Permit File No. D04 -371 .6Q�- South_ce_nter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 * Fax: 206 - 431 -3665 Z Z �W JU UO UO W = J � U.. W O y y LLQ N d = W � z F- �O Z t— W 5 . UO O co, � F- W W'. ~ H �O Z co) �. S O Z � O,'= V 1908 A® City of Tukwila Steven M. Mullet, Mayor Department of Community Development PLANNING DIVISION COMMENTS DATE: CONTACT: RE: ADDRESS: June 16, 2005 Jeffrey S. Jones for Riverstone Homes D04 -371 4424 South 118` Street Steve Lancaster, Director Building permit D04 -371 is approved with the conditions listed below. If you have any questions, Carol Lumb is the planner assigned to the file and can be reached at 206 -431- 3661. 1. Prior to requesting final planning inspection, the wetland mitigation plan must be implemented and inspected by the City's Urban Environmentalist. The Landscaping Declaration and Checklist (attached) must be provided prior to requesting the inspection. 2. Prior to requesting final planning inspection, a maintenance bond in the amount of 150% of the cost of the wetland mitigation must be submitted to DCD. 3. Per TMC 18.45.200 (copy attached) the applicant must record the City approved site plan clearly delineating the wetland with King County Records and Elections. A copy of the recorded document must be submitted to the City prior to final planning sign -off. 4. The drainage ditch on the south side of S. 118` Street, to which the surface water run -off from the new house will be directed, must be cleaned out along the length of the ditch to 44` Avenue South. Attachments: Landscaping Declaration & Checklist Wetland Mitigation Plan Approval Memo with conditions TMC 18.45.200 CL Page 1 of 1 06/16/2005 2:00 PM q : \mydocs \general \200 - Memos \, D0 371 -doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z ~w � JU 00 CO co W J = CO a_ w 0 �_j LL Q N D = �w z f- H 0 z�_ w W O U. o H- w W. LL 0 w z U__ P z ;j vs 4 DUNCANS N C A ' m Company, Inc. TRANSMITTAL LETTER DATE: March 10, 2005 TO: Stephanie Spencer, Permit Technician City of Tukwila Department of Community Development 6300 Sounthcenter Boulevard Tukwila, Washington 98188 FROM: Christopher Battershill RE: Correction Letter #l, Application #D04 -371 THE FOLLOWING DOCUMENTS ARE ENCLOSED: Ouantity Description 04380 4 Sets of revised plans 1 Elevation Certificate 1 Set of correction letters Please call for any questions. Thank you, Christopher Battershill CITY pF T��II.q MAR 10 2005 PERMIT CENTER CORRECTION LTR#-- ' W k �7 2 a - ) ] / 145 SW 15506 Street • Suite 102 • Seattle, Washington 98166 Phone 206244.4141 • Fax 206244.4455 - Web wwwduncansonco.can CIVIL ENGINEERING e Z Z Z Q CL D Z Q J t iH g UO CO 0 CO)w CO) w; w O. J LL. Q CO CY �- _ F- O z �. W � o. o 0 � W z LL. O w O Z Ciry of Tukwila Steven M. Mullet, Mayor December 2, 2004 Department of Community Development Steve Lancaster, Director Mr. Marc Johnson 35316 28` Avenue South Federal Way, Washington 98003 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -371 Riverstone Homes, Inc — 4424 South 118' Street Dear Marc: 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 line and reflected on your drawings. I have enclosed comments from the Building, Public Works and Planning Departments. At this time, the Fire Department has no comment. Building Department: Ken Nelsen, at 206 431 -3677, if you have questions regarding the attached memo. Planning Department: Sandra Whiting, at 206 431 -3663, if you have questions regarding the attached memo. Public Works Department: David McPherson, at 206 431 -2448, if you have 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 its person and will not be accepted throueh the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefama Spencer Permit Technician encl xc: File No. D04 -371 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax: 206. 431.3665 Z Z QQ JU U 0 w= H co w w O. LLQ Cj) = �w z� �O Z 1-- W U� O tn. o F-- ww F- �, u. O W Z U= O Z No further comments at this time. Z Building Division Review Memo w; g Date: November 11, 2004 0 o Project Name: Riverstone Homes Inc. building permit applications W w Application #: D04 -371 � : Plan Review: Ken Nelsen, Senior Plans Examiner CO o w� CO An initial Building Division plan review has been conducted on the subject permit CO � application. Please address the following comments in an itemized format with w revised plans, specifications and /or other applicable documentation. Z = 1. Because of prior project experience with the soil conditions in the general vicinity of w o the proposed home construction, the assumed 2,000 psf soils bearing shown on the o plans for the foundation may be actual much less. Therefore, a soil test is required in CO conformance with IRC Section R401.4. Also, provide foundation plan revision as o necessary if lesser soil capacity exists. _ 11.1 2. The relative flat lot topography and uncertain soil conditions, requires that additional U- o Z plan detail show how the footing /crawl space drain system will function to prevent the CO, accumulation of water in the crawl space. This may be accomplished with lot plan o cross section that demonstrates the gravity flow will discharge water away from the z crawl space, / or a soils report identifies how the soil conditions could otherwise dispersed any footing or crawl space water. No further comments at this time. PLANNING DIVISION COMMENTS DATE: November 18, 2004 Z PROJECT NAME: Riverstone Homes Building Permit = H. PLAN CHECK NO.: D04 -371 w _. U UO Plan Reviewer: Contact Sandra Whiting at (206) 431 -3663 if you have any CO W questions regarding the following comment. Uj Co U W O During a site walk on November 18, 2004, a variety of plants characteristic of wetlands were observed over most of the site. Therefore, a Sensitive Areas Special Study should S2 be undertaken in accordance with Chapter 18.45 of the Tukwila Municipal Code to CY confirm the presence of a wetland. The study should be carried out by a qualified wetland W Z F` specialist and should provide sufficient information to classify the wetland. Guidance on O carrying out the study can be provided by the Department of Community Development. LU j • U p. O - WW H u- Z N O F: Z CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: November 12, 2004 PROJECT: Riverstone Homes, Inc. - (SFR) 4424 S. 118 Street Parcel No. - 334740 -0720 PERMIT NO: D04 -371 40 A'Yh PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you j have any questions regarding the following comments. 1. Provide site plan by a. Washington State Licensed Engineer as required for work within the Public right -of -way. 2. Pavement restoration and overlay shall apply to this permit. Project shows installation of waterline, sanitary sewer line, storm line, and power, all within S. 118 Street. See Pavement Mitigation Bulletin A6 — enclosed. 3. Provide, as applicable, additional information on your site plan. Include: existing pavement within S. 118 Street, storm drainage system, size of water service line and water meter, size of sanitary side sewer, spot elevations at driveway and as needed on your site, finished floor elevation of proposed house and garage, as applicable. Provide profile of proposed utilities and grades, and other pertinent information — see sample plan sheet for adjacent lot — enclosed. 4. Install additional fire hydrant (or) provide 1" waterline for fire sprinkler system. 5. Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. 6. Revise your site plan per Single Family Residence development bulletin C 1 - enclosed. Z J- w 00 Cl) J � U) LL W LLj cf)d �w Z �- O Z w no 0- o�- W �U LL .• Z W U =. 0 Z 7. If applicable - provide and show storm drainage infiltration system per Chapter 5 of KC Surface Water Design Manual; and KC Appendix C (Small Site Drainage Requirements). 8. Provide and show erosion prevention and sediment control per development bulletin C3 - enclosed. 9. If applicable - provide soils information for infiltration area(s). See sample enclosed. May be provided by Licensed Civil Engineer, Soil Scientist, or Septic Designer. 10. Verify and provide cut/fill quantities on plan sheet. Your application shows 55 cy cut and 55 cy fill. 11. Owner shall sign with Notary, a Hold Harmless Agreement for work within Public Right -of -Way — see draft Hold Harmless Agreement — enclosed. Verify Grantor(s) name (or) company name with type of ownership. 12. Provide note on site plan - Project to comply with Geotechnical Engineering Report, by ., dated , 2004 and subsequent geotechnical reports. 13. If aqpplicable - Provide note on site plan - No runoff including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 14. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. z w JU UO CO U1 � w� U- =d �w z �o z �- w 2 5 V �. O o� w ul LL z ui U CO 0 l 15. Private Storm System shall be per King County Surface Water Design V ' 17. Provide Elevation Certificate, signed & stamped by a Washington State Licensed Professional Land Surveyor. See Elevation Certificate form and two (2) sample elevation certificates, and Allentown Flood Control Zone Policy 2000 -01 — enclosed. 18. Water meter installation fees and Cascade Water Alliance RCFC apply to this permit - see Bulletin A 1 enclosed for your information. The Allentown water assessment fee is $5,158.40, prior to 1/31/05. The Allentown sanitary sewer assessment fee is $9,461.40, prior to 1/31/04. 1� 19. Show and label waterline connection details per City of Tukwila standard details and construction standards. 20. Show and label sanitary sewer connection detail per City of Tukwila standard details and construction standards. Provide and label on site plan, clean -outs at bends and at the property line. 21. Show and label storm drainage system per City of Tukwila standard details and construction standards. 22. Provide a minimum of ten (10') separation between the proposed sanitary sewer and waterline and label on site plan. 23. Provide vertical datum on plan sheet. 24. Work within the City right -of -way requires a Performance Bond and Insurance. 25. Contact Seattle City Light @ (206) 386 -4278 for nearest power pole, available to serve the site. z �Z �W D UO CO) W = F_ S2 LL WO LL a �d =W �_ z� z° W U 0 C ❑�_ WW ~ t+ �O w z U CO) O z eAl� 190E October 8, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Marc Johnson Riverstone Homes, Inc. 3531628 1h Avenue South Federal Way, WA 98003 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -371 Riverstone Homes, Inc. — South 118 h Street Dear Marc: This letter is to inform you that your application received at the City of Tukwila Permit Center on October 5, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. A separate dispersion drainage system for footing drains is required. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted tkrouel: the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician Enclosures File: Permit File No. D04 -371 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206431 -3670 • Fax: 206.431 -3665 Z :� 1--: '~ , it W D U O CO) U. W= H C0 LL W �O--. J LL j N d �W Z = H E- O Z W 5 U� ON � H W �O .. Z. W U =, O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -371 DATE: 03 -10 -05 PROJECT NAME: RIVERSTONE HOMES, INC. SITE ADDRESS: 4424 SOUTH 118 STREET Original Plan Submittal X Response to Correction Letter # 1 Revision # after /before permit is i DEPARTMENT Buildin iv sion [� Pubii$ s l.hn n Fire Prevention Pla�i ng Division ❑ 9 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete V Incomplete ❑ Comments: DUE DATE: 03 -15 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping [I PW ❑ Staff Initials: TOES /THURS RO TING: Please Route 7 Review Required E] No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 Response to Incomplete Letter # DUE DATE: 04 -12 -05 Not Approved (attach comments) ❑ z z �w 2 JU 00 N co W J = H �w w 9� w? U = w ? 1— Z0 W W U0 CO O— o E- wW O W z U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -371 DATE: 10 -13 -04 PROJECT NAME: RIVERSTONE HOMES INC SITE ADDRESS: SOUTH 118 STREET Original Plan Submittal / X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS:. Buil ing DI sion Fire Prevention ❑ Planning Dlvlsion Public o Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -14 -04 Complete I Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route M Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 11 -11 -04 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 12?7.7 1�7y Departments issued corrections: Bldg Of Fire ❑ Ping] PW Staff Initials: Documents /routing sllp.doc 2 -28 -02 ❑ No further Review Required DATE: — z Z JU UO Cl) C0 W W = F— NLL w U_ � =W ZO LU W U O- o H- WW HF- �O .• z W U- O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -371 DATE: 10 -05 -04 PROJECT NAME: RIVERSTONE HOMES, INC. SITE ADDRESS: XXXX SOUTH 118 STREET X Original Plan Submittal Response to Correction Letter # _Response to Incomplete Letter # Revision # afteribefore permit is issued DEPARTMENTS: mvze� �Bil Fire Prevention Public Works Structural ❑ NC Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thu .) Complete ❑ Incomplete Comments DUE DATE: 10 -07 -04 Not Applicable ❑ Permit Center Use Only !/ INCOMPLETE LETTER MAILED: / LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: �� TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 11-04-04 z � Z �w QQ JU UO NO J � �U w O �Q = �w z 1— O Z I— LU 25 U� ON o H- wW U_ O W Z co Z r� { City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: htlp: / /www.ci.tukwila.iva.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J l " 6S Plan Check/Permit Number: ��`� 13 l ❑ Response to Incomplete Letter # 0 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: I Project Address: '�! Contact Person: (' tT R- l S q (r Phone Number: - ?0(0. Summary of Revision: Z i 1) Z 4 � 2L2 /4 RECEIVED CITY OF TUKWILA MAR 1 n 2;idS Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on D 3 Ile) 0 .5 pp ications orms- appiications on lme\revision submittal Created: 8 -13 -2004 Revised: z }�— Z �W JU U 0 Cl) J F- CO w WO �-J w U) :3 = W ? F— F— O t z F— w U� ON off W F— u- O W z CO O F— z Ci ty of Tukwila Steven M. Mullet, Mayor Department of Community Developmeut 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : /hvww.cLtukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through tlne mail, fax, etc. Date: 1e5101t4 Plan ChecWPermit Number D04-371 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name HOMES, INC. Project Address XXXX SOUTH 118 STREET Contact Person Marc Johnson Phone Number: Z53- f12S 5351 Summary of Revision: St-re— L- 1L Fa;=r,c�t -,A C40oe"i Pt ee-.V — ra' gr�c.&6 r,/r f P ", - -uq rF� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: &V 0 ' Entered in Permits Plus on /d -/'3 -e Y pp ications orms- applications on line evasion submittal Created: 8 -13 -2004 Revised: Z ~ W � D JU UO Co o CO w J = F- N U W O U. a �D = �w z X F- E- O Z F- U.1 W U� ON o E- w w LL z tai U= O t " Z r` BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT Q ' ME Lo VU 5 PERMrPg • If you do not prWde actorbids r an ; engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE ! $250(l) 2. Enter total construction cost for each improvement category: General / o bo Erosion prevention soo Water a o v o -- Sewer �:ry Storm water — Road /Parking /Access — A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. vu C. 2.0% of amount over $100,000, but less than $200,000 of A. r �D. 1.5% of amount over $200,000 of A. �Cco 4. TOTACPLA14 REVIEW FEE (B +C +D) $ "- (4) 5. GRADING Plan Review and Permit Fees $ ? (5) Enter total excavation volume 5 cubic yards Enter total fill volume SS cubic yards QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. q. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 57 3, The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 bO aP z �w 00 N o C0 LLI J 3: C0 U- 0 LL Q N o = d �w i~ 0 w ~ w ' U O O N o� ww LL O w z U =. O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10 -7. 50% $5.00 7-5(33%) $3.30 5-2( 25%) $2.50 2-1(10%) $1.00 0 -1 $0.00 6. Permit Issuance /Inspection Fee (B +C +D) �!�!do� (6) 7. Pavement Mitigation Fee o 'K �`LPf � 1 4 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 113 to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 -10,000 $194.50 for 1 s ` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000. $325.00 for the,l" 10,000'CY plus $66.00 for each• additional 10,000 or fraction thereof 100,001 or more $919.00 for 1s` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revised 03.18.03 Revised 0$.13.03 qow"RtNed 08.0F 0 r"� z 1 z �"' w U0 C0 LL1, J :c �LL w 9 U- Q U� = �w z� iF- tr O zt- 5 U� O C o r- w HF- u' 0 w CO z sl BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter- Deduct ($25) B. Flood Control Zone ($50) C. WaterMeter - Permanent* (Poo D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E u $ 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ 53 54P B. Allentown Sewer (Ordinance 1777) $ 2 5 C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F.. Storm Drainage Mitigation $ G. Other Fees $ Z7-'L.2.. (o TotaA hrough G $ 4 (1 Q) C,4 s 'ft£ WL AC je. C DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ ✓ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 3� z W W D UO �o J = Co L WO J LL ?: Wa = W ZO WW � o U D F- W W. LL ui CO H O F- z Return Address CITY OF TUKWILA City Clerk's Department 6200...Southcenter Blvd To kw46: WA 98188 (2.06) 433=.-j 800 111111111 0804 t2 00 JKWILA ECORDING X X C14 - TIALA) JoL. R&, mc -6TvvoeA k - 4 i V1 f A) Ue,S� 14 U .Q 0 1 QA.) t K)o C—a CD Pa es C .ItM.bf T-bkwilar s moton Other Z Z S S W 2 D 0 C 0. Cj) C0 LU —J CO LL w 0 2� -j U- CO) CY LU z F-, 0 z F - LLJ LU D co 0— LLI w C.) L I-- 0 w cr) Z. 0 F- Last Name F.Iist Ndine Initials Lee StP.v►x�; tt�y�,��'yLc c.r�o , k �nu� 21 ��r.Aa� �� M(�uDE [,U�D��.S 'Company Name (if buiinessy.. .:Q).0 JQH-0 ELDC-P— L- 144 5U) 153'�" # C;:: 11 QI 0L1TH' TREEr 5 Address I BI.AIZISK, WA q0160 T AA 50 C t LEGftL M&IkJON: LDr5 25 AND26 5L0( K 3`1414LMMS it I Assessor's Property Tax Parcel/Account Number(s) .......... 0-0 - It 5 N - 70 19 12 0 (' bhq.Workt,. 2/25/97. ;- q J . X A? %WNS6 M ION INC -k lth.N�fl A &ND11jkIrY( I)ROPM.iY OW'NIRS.OIIIN",' ALCISSINCIII Imoll X Will RMS I I I I has ion%tructdgasin&I..t home on propr1% I A)Laled at 441 So me' tit, WHP RI \Sit this address and in the . on Lt�stcnson -ox�trut�lion Lfi%. has LowtrutALd %,ud .:.. :* h " h .: structure, Lxist lq-tI right of way belongmV. o I ti-City �l T ukwila whic, perm - it-, City. M-L ". j t0 .:. uhlItIe% to -.0t.Ld underground, 4; or '1kA..LsNor% r ognte.L% M 91INSONCONSIRU(.17ION (KC I(% as%16�% aiid s J." (hat the ( A. I tskAild pos-;ci PoliLL powers grante4loa.t.bi"thu Art XI to regii1ale iv. right- of %%a) and to gencrully provide for thL pu`hlIL hlialth,*%",Ikt-v indw'Llfarc.: .* and. the Ctiy of ukwila likewise has legal authorit) to ah3tL an� of tmrdaehtnwit�:" N X c o o61% nj�ts of ;�ays or utility right of way tinder RCW7 48, . ........ . Ca I1 Ri \S 1.1:': 111 S1 NSON 1 -OSN I RUL I ION INC , it% assigns and or 4b.L%sors roognyt.4 X that %4 . 6uld the . City or I ukwilial An-Y time dL%IM 10 aJ.4,0S to the location dL thy t has a6thortly-' reMO%'i Oh-dructions or encroachments on the right of was and can t:�jrg%MhL CoM I)(.. cr.� rLspo owner and N h.:s CONS I RUC I ION IIX its assigns and or %uLLLY'Ors rULk gi /LS1 C. 4 Me q -dy of I ukw.& alsii has!fiL JUIhOfItN to filed lAM%UI1 rctlu iring rLmoval ol env o b%tnumon-, or xiiaih n iinl% 0ii thts,.c*a-,Lmen t NOW I III RI I L.4ai;gc for and in t.6it%ideration of the Cits'--igreLment to torbLar an% liking IV trLjjcd b-t I I I J. CONS I IN ( I ION 01 .1 14 retlui�ng r of thp INC, It% 3"ignq and I I Is 1 1 N%()\ ( 0N- S rRl. ICTION :itp as%ign%iW or 46,,e%wrq* agr.nsSo defend, jnoemniry and hold the C its or I uk%da h armlevs as follows I III SIENSON CONSI-RtiC I ION INC, * 4VcL% it) dLrLnd indtmml) and hold harmless the City o . f-'-.k.ukwila rrs4 any and,-A claim- fbrALLmA`gc% 6ibu&ht b an) parIN ru- . - garding tht. P I P P 8 1 FNS( CONAtkk PL-i' wmgns a j or %46�Wr� siruLtun. M 10N.INC ifs operation, maintendriLuand repair of ft. sai( . L uid + hall &fcrid;•ndLinmf-, and hold iinrmko tht. C 0 or I uk%% IN from A Itabiliq for UIL Cit) ur-,Tukwila's"aic"ittons - faikcr�-'tf iny,.tq. rLmo% IIW% nt 'Ctt): N rctj� : or ob-itrumon o%-.-r the Ctt)'s utility ca%=6`4 fit tht.,LzsL th� imho do -,t in%6 Ltio%trtitt - 1 . repair or olhawiqL. maintain utibbes with tho lbty-O 0( d 11I.11 in)) damages Lusts and attorney's rech in 6TantIng PLrimision to owners of the Following d%:scrthed proiii.6 1,4025 and 26 MoLk I Plat otL 1) Ifillman shleado" Garden Additi'drittlicAN Ili's Litt] L .-aLL0r1jU1_g I o the plat thereof rcLordcd in VOIUML 12 or Plats page 64, in king Count) W 'islurighily PaTLCI NO 31470-0715.4 and 11470 -0720 S. mi, ust. ortht: right way for ingress and Wht;rcas, the ownLrh on of 25 1% dL%LnbLd*a.hwvL shall + + , ; ., A tridift-tin the improvemenli, tin the 0l) Right olVity toracf;Lis to I ot 25 to includL the %((Wn i 40 in %%SlLo Ind road , ,urfaLe In the event lot26,asd built t)rttiiprtived tai th%. LiAl A* • F Z Z W 2 D JU 00 CO) cl) W LU 3: M U. 0 9:3 LL to TO LU Z Z 0 �— LU U j U = y c0 �0— D W IM U 0. z Cd (.5 cr) Z X X J . X A? %WNS6 M ION INC -k lth.N�fl A &ND11jkIrY( I)ROPM.iY OW'NIRS.OIIIN",' ALCISSINCIII Imoll X Will RMS I I I I has ion%tructdgasin&I..t home on propr1% I A)Laled at 441 So me' tit, WHP RI \Sit this address and in the . on Lt�stcnson -ox�trut�lion Lfi%. has LowtrutALd %,ud .:.. :* h " h .: structure, Lxist lq-tI right of way belongmV. o I ti-City �l T ukwila whic, perm - it-, City. M-L ". j t0 .:. uhlItIe% to -.0t.Ld underground, 4; or '1kA..LsNor% r ognte.L% M 91INSONCONSIRU(.17ION (KC I(% as%16�% aiid s J." (hat the ( A. I tskAild pos-;ci PoliLL powers grante4loa.t.bi"thu Art XI to regii1ale iv. right- of %%a) and to gencrully provide for thL pu`hlIL hlialth,*%",Ikt-v indw'Llfarc.: .* and. the Ctiy of ukwila likewise has legal authorit) to ah3tL an� of tmrdaehtnwit�:" N X c o o61% nj�ts of ;�ays or utility right of way tinder RCW7 48, . ........ . Ca I1 Ri \S 1.1:': 111 S1 NSON 1 -OSN I RUL I ION INC , it% assigns and or 4b.L%sors roognyt.4 X that %4 . 6uld the . City or I ukwilial An-Y time dL%IM 10 aJ.4,0S to the location dL thy t has a6thortly-' reMO%'i Oh-dructions or encroachments on the right of was and can t:�jrg%MhL CoM I)(.. cr.� rLspo owner and N h.:s CONS I RUC I ION IIX its assigns and or %uLLLY'Ors rULk gi /LS1 C. 4 Me q -dy of I ukw.& alsii has!fiL JUIhOfItN to filed lAM%UI1 rctlu iring rLmoval ol env o b%tnumon-, or xiiaih n iinl% 0ii thts,.c*a-,Lmen t NOW I III RI I L.4ai;gc for and in t.6it%ideration of the Cits'--igreLment to torbLar an% liking IV trLjjcd b-t I I I J. CONS I IN ( I ION 01 .1 14 retlui�ng r of thp INC, It% 3"ignq and I I Is 1 1 N%()\ ( 0N- S rRl. ICTION :itp as%ign%iW or 46,,e%wrq* agr.nsSo defend, jnoemniry and hold the C its or I uk%da h armlevs as follows I III SIENSON CONSI-RtiC I ION INC, * 4VcL% it) dLrLnd indtmml) and hold harmless the City o . f-'-.k.ukwila rrs4 any and,-A claim- fbrALLmA`gc% 6ibu&ht b an) parIN ru- . - garding tht. P I P P 8 1 FNS( CONAtkk PL-i' wmgns a j or %46�Wr� siruLtun. M 10N.INC ifs operation, maintendriLuand repair of ft. sai( . L uid + hall &fcrid;•ndLinmf-, and hold iinrmko tht. C 0 or I uk%% IN from A Itabiliq for UIL Cit) ur-,Tukwila's"aic"ittons - faikcr�-'tf iny,.tq. rLmo% IIW% nt 'Ctt): N rctj� : or ob-itrumon o%-.-r the Ctt)'s utility ca%=6`4 fit tht.,LzsL th� imho do -,t in%6 Ltio%trtitt - 1 . repair or olhawiqL. maintain utibbes with tho lbty-O 0( d 11I.11 in)) damages Lusts and attorney's rech in 6TantIng PLrimision to owners of the Following d%:scrthed proiii.6 1,4025 and 26 MoLk I Plat otL 1) Ifillman shleado" Garden Additi'drittlicAN Ili's Litt] L .-aLL0r1jU1_g I o the plat thereof rcLordcd in VOIUML 12 or Plats page 64, in king Count) W 'islurighily PaTLCI NO 31470-0715.4 and 11470 -0720 S. mi, ust. ortht: right way for ingress and Wht;rcas, the ownLrh on of 25 1% dL%LnbLd*a.hwvL shall + + , ; ., A tridift-tin the improvemenli, tin the 0l) Right olVity toracf;Lis to I ot 25 to includL the %((Wn i 40 in %%SlLo Ind road , ,urfaLe In the event lot26,asd built t)rttiiprtived tai th%. LiAl A* • F Z Z W 2 D JU 00 CO) cl) W LU 3: M U. 0 9:3 LL to TO LU Z Z 0 �— LU U j U = y c0 �0— D W IM U 0. z Cd (.5 cr) Z a r K� 7 •t. ''� y ut irtmntcna`nce of lhr ngh[ aaay c r;imag� a. huill yiiall lard l Am. identified:' Ihiti,►grcet&-ni umtamin) in ibis i _ the land:gpd htpding on,ihe padic+ li r:.V, their hB r%Sibox% home. in t•yual char. , by tht, ommr•t of rument %hall h.. --menank nmmng %%Uh � and a Tu F I FF S'1I NSON L W(4% )u (�I u j ,. .+! cx . CD ul .ti .I� X'•' ' .t 3:15335:. •j, 1,`tt jt�• •t•5• • •,3j4• ' 5 3'j • •t• .. fit .55 •,•..••••..,5.. •t � tit.,•,.• t' • ,t Z = Z W 00' O CO N LL w 0 � LL Q C o D: _ d �w Z �— Z 0' �5 U J3: o H- w w. U . iu Z; U � O Z t• n J<r 0. t Slnll O1'�ASHI \(rIUN);: • On this 16th da) of , \ub�u +t, 2fJU0, pfir+unq)ly ,tQpc,tr.d h.lori�r. 1 I I I: S l I;� \S0\ w m. kno++n to be tht, prcatdenl of th. ;4orporAim 1hal .et th. within instr6mutf .,tndStytinu++lufg.d lht. wtd instrument to he th. Irce ditd,vitlun(.ir)' a.lnnd iiecd gF'+atd LorTotuUun ?liif:the u+.+,u d purpo thumin mention. and em. on o h +tatCtl d, ttr t he to autht> iied : t) .=c�.ut. r;ird mslrum.nl and that the +cal allixed is lfi. corpora +c:il;ol sd . }icpootfron MARY E HEINE �� --,��_ ;. ;,.Notary I'uh1�n m and itat the STATE OF WASHINGTON V11a�lun� ton:` �; NOTARY PUBLIC Residing a( Kcn(, as �+ :COMIJISSIOfi EXPIRES 3 -28 -01 My colm"f% ton cKplres,3 /2filt) l ' .......... %" _ S I Aj k• UI W'\SI (OI,N I � ;•a "" ,,f' • (fin this,-L) • tiilnn: jne p.rwn.tll) appear.d J I m Morrow to m. knnwt to h. %'Q 61111 0'I0R4iW lhit'ba(y of l uktvda and . this to +trunumt on Khali cz of th. City. of rA%i14%'m hIS, dPaut) as Pl'fil'1C WOR1%S DI R I C 100 and ackno-A I.dg.d that I". I+ authonit.d to dq,+a ° at th.�r' frCc and vohintan 'n.t and d.cd fur th. u+.+ and purpu+.+ th.run ndir myhand =C►nd nfli.tal'rual nits j"2 day of /q'l,IQ /1 2( A tt10 h ' Notary' Publk m ind.•ior th - Stat. of � � 11 a.+Fltnglorire+tilmg . t(' t , :,., M)r'.ummisutii .xpiti,v'O3 Q Z Q SZ �W C , QQ D J U' U O In O W= J H N LL W O � r u. Q fA D Z �W Z O 2 5 :O �. � F- W L J: H U u- ~O: W Z' U CO) H � Z. ..:CITY F TUKWILA j X BLIP N.PW.•PIRECTOR i p rall F:W STATE 6• W 6 N COUNTY OF-KING On this day, before m- DIRE f person - d1ly 4ppeared JIM':MORROW to me known to be the PUBLIC WORKS DIRE tho City of this instrument * on behalf of the City of Tukwila inns cip�city-. PUB: IC`' DIRECTOR and acknowledged that he is authorizedib-.do so af free and voluptar 'y** an deed,, the uses.l.'a'AA-purposes therein mentioned -'P Gl-.VP-N under my hand and official seal this 2000 CX-) NOTARY PUBLIC in and for the,Statdof Washington residing at My commission expires 06 CN Approved as to form Z JU W 00 (/) 13 �. co) W W -J CO) LL w a LL Cj) W 0 z �- W W 2 5. D a () CO), 0 W LLI X �LL -0 ui Z. CO) C.) - '0 z F LEE STENSON COnstruction Can fli. 12 day efOctober 1999. F. LF.F. STENSON CONSTRUC INC:., A - ASVUr4arON CO---PO following dez=ibed propemfa: Lou 22 and 23. Block 3. Phd afC..D, Hiljmm='&,M*%Aow Garde- Acid;t;—k t^ the City Of Seattle, JLGcPfdiVA to the plxttber*ofxccocda%J in VO(UMO 12 OfFIZU, PW 64, in Kint CCPVM W Cn Re%pectivc Parcel Nu=bmrm: 334740-0700 - and 334710-0705-06 Cr Hereby grams to F. LEE STSN CONSTRUCMON, FNC, A WASHINGTON CORK)RdACLION, OWOCT(S) of Lot 23, Bl 3, p1 c fC. D. Milm Addition to 'the City ofS:attJr. according to the plat thweafracqrded in Volume 12 ofP•t%, page 64, in King C4U=Y, Wm%bi Parcel..Numb4m 33410073-5-04 An sagerneilt for 0011SMICILiao, installation, mmBytmawnes and or repair ofutili Ax follows: Over the mouth 7 fact ojr Lot 72, Block.3. plAz of C. D. I-Mbxuml& Meadow Garden Addition tothe City ofScsttU- Accmiling to the plat aw"orrecofded in Volume 12 of p1mir, page 64, in King Comity, 1. Washington Over vertic or;h 5 feet of Lot 23, Block 3, Plat of C. a EMS—xm Meadow Garden Addition to the City of Scenes, According co the pW tbcreafroccaded in Volume j2of Plats page 64, in Sing CQumy.W2$hingza-. 'bom Tbecost afrinz; a in equal sheres' the *.mcr. ofsaid lots above id—lisccl. The sff-. cut becOVOMMUnumuir ' cesso" 4 J� d! aii 90 with the land and binding on the PaWta hereto. Mcif h� iuc IN WITNESS W11SR.90 the corper=join below nmmFd lwrg cmj-x d thim Wokinn" tq!pdaY by its respective corporate oflicer thercunto duly arrEha so do xft= its ct the day - .%md yqar fit 4bove vainen, F. L.122 STEN"SON CaKSTRUCTION, INC. CO. F IN Z- J 1 6 9 : 9 11 4 c4l c- poxf-It' Fax Note 7671 Old Wvw-4,51 PA eO1 TO From _*,' f _ . Phone M P h o-=.e— - F a;-;i;� - yz? 4 I N G F. Z Ui 2 D 00 CO) 0, CO) W W CO LL WO co CY W Z F- 0 z H W W 5 L) LU W C. ) LL —0 W z 0 OT 0 Z ytF LEE STEN50H CONSTR p',�..; -00 10:58am from 2064.51 ?:;• : 1 ; P4ec YJ 1 JVOJ N F. laze Stenson Construction, Inc. 144 S W 153 " Suit* C . Surien. Washington 99166 ' to n 0 Cn C3� On the 13 tfsy of October 1999, F. IX STENSON CONSTRUCrMN, INC., A WAS113NOTON CORPORATION_ owner(s) of the following described properties: Lots 22 and 23. Block 3. Plat ofC..D. Hillman's Meadow Carden Addidoaio th e City of Seattle. according to the plat th=cf recorded in Volume 12 of Plot, page 64. in King County, wuWogsot* - . Respective Parc Numbers: 3347404700 -01 334740-0705-06 Herohy grants to F. LEE STENSON CONSTRUCTION. M. A WASHINGTON CORPORATION. owners) of Lot 25. Black 3. Plat of C. D. Hill==s Addition t4 the City aCSgattte, ascgrdineto the plas thereof recorded in Volume 12 of Plata, page 64. in Kind County, Wishingtpn: Parcel Number. 33470 - 0715 -04 An casement for construction. installation, maintenarKe and or repair of utilities as follows: Over the wen I O fbct of the property line of Lot 22 and 23 Block 3, Plat of C. D. Hillman's Meadow Cruden .addition to the City ofSeartle. according to 4tq plat thereofrecor0 iq Volume 12 afplUL page 64. in.King County, Washingwq The cost ofmaimenance ofthe easement, at granted &hall be borne in ngowl shires by the ovmars of staid lots above identified. The agreetncat cvrrWaed in Chia instrument shall bq covenants running with the land mid binding on the panics herato. chair heirs woaassora and assigae. TNI WITNESS WHEREOF. the corpgcwion below &tamed have v=sed this a= o be duly executed by its re5pecdve mTorate oMcather *unto duly so to do, a real tho dw and ;ear am abovo "Thta �„�•��: P. LEE STENSON CONSTRUCTION. INC. G� (SEAL) �. F. I Sfemsom Prvaident c, t i '•� f � reye 4 J Z lr Z W WU UO CO 0 C0 w J CO) LL W O LL Q C o D _ CY �W Z F- 1— O Z 5 VO O N � F— WW i F F^ LL —0 Z s LLj W ~ O F t Z it � i i LA-7 I o CP Q co f Q ' r rn j 1 ii r' i� ; ij I Z �W ;I D UO t] W = N LL L? N CY = W Z H f- O W • 5. U 0 O CO ,W W: LL O 11J Z O F- Z �f U' STATE OF WASHNGTON) ' COUNTY OF KING ) S. S. } On this 12th day of October. 1999, personally appeared before me F. LSE STENSON, to am Known to be the president of the corporation that executed the within instrument and acknowledged the said ietni n rent to be the free and voluntary tut and deed of said corporation, for the uses and purposes therein mentioned and each on oath stated that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation s IN WrrNESS WREREOF, I have hereunto set my had and affixed my official seal the day and year in this certificate first above written. MARY E,, 1�lEtNE , STATE OF 1ASHINGTON NOTAR - - * -- �UBLI C Notary is in and for the State of DIY coamissim EXPIRES 3 -Pe -01 Washington Residing at Kent, Washingto A My commission e.Ypires 3/28/01 LA-7 I o CP Q co f Q ' r rn j 1 ii r' i� ; ij I Z �W ;I D UO t] W = N LL L? N CY = W Z H f- O W • 5. U 0 O CO ,W W: LL O 11J Z O F- Z - ATIONAL FLOOD INSURANCE PROGRAM r-L.EVATION CERTIFICATE O.M.B. t 3067 -0077 Expires July 31, 2002 Important: Read the instructions on pages 1- 7, SECTION A - PROPERTY OWNER INFORMATION For Insurance Canpany Use: BUILDING OWNER'S NAME Policy Number BUILDING STREET A (Including Ap�L U it,�Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number G j Cr1Y .�. t r n STATE ZIP CODE n n DESCRIPTION (Lot and Block Numbers, Tax Parcel etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) •K- CSI hrAtrm/. #X - ##.##" or NAD 1927 (771 NAD 1983 USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2 COUNTY NAME B3. STATE T)� )i A 53�71 kc/N6 a ) 4 B4. MAP AND PANEL 85. SUFFIX B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER - 66. FIRM INDEX DATE EFFECTIVE�REVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) `t �os�G-b45 c /W 14, /'? 95 .< ?1 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IS NGVD 1929 ®NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction "A new Elevation Certifica a will be required when construction of the building is complete. C2. Building Diagram Number(Select the building diagram most similar to !hc buildnq for whirh this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) ' C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with bFt), AR, ARIA, ARIAE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Sprtion G, as appropriate, to document the datum conversion, r Datum NA0 CbRP'S WIJ 610 �J rElLSI � 0 N GV � — 3.5<a Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes IAl No .[ ❑ a) Top of bottom floor (inducing basement or enclosure) j j •9 4 ft•(m ❑ b) Top of next higher floor _ft.(m) yip • ;� ❑ c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) o ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and/or equipment +r a servicing the building (Describe in a Comments area) —ft-(m) ro 0 v . �c, O Q Lowest adjacent (finished) grade (LAG) _ft.(m) z in �rr •' - -G'IST -VC �� • �' C3 g) Highest adjacent (finished) grade (HAG) , —ft•(m) r f0A ''3 L•LA14�� 5J ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade Z W UO N J = t— CO)U WO LLQ N _ Cy t- W Z� F- O Z F- �5 U� ON OH WW H �Z 111 U= O Z IMPORTANT: In these spaces, copy the corre _ ,ding information from Section A. For Insurance Company use: ,✓ t BUIkUNG STREET AQDRESS (IndudkV Apt, Unit SuriW I. No.) OR P.O. ROUTE AND BOX NO. Porky Number CITY / I / � TATE ZIP CODE Company NAIC Number V SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICA ION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ft.(m) i n.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.hand C3.1 on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMAassued orcommunityissued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. [) New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducing basement) of the building is: — f t.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, JUL 00 REPLACES ALL PREVIOUS EDITIONS Z '~ w JU UO U) J � W I- WO J U- j = W Z f... F— O Z F- W5 U� ON C1 W H� �6O 1 - - Z U= O Z I ---------------------------------------------------------------------- U.S. Army Topographic Engineering Center, Corpscon 5.11.08, Page 1 Z g l Z LU QQ JU UO J = H N u-, w O U. =w Z F- o Z~ �o ,o CO: o� , w W` .. Z . w Z •J ii U 3/10/2005 j jTg ZpjCg MAR s ---------------------------------------------------------------------- 1 , ; Input Horizontal: NAD 83, Washington North - 4601, U.S. Survey Feet 9 Vertical: NAVD 88, U.S. Survey Feet Output Horizontal: NAD 83 Geographic Vertical: NGVD 29, U.S. Survey Feet Name Input Output bm 184444.80000 N 47 29 47.33674 N 1283808.30000 E 122 16 33.49629 W Elevation 13.57000 10.01 Convergence -01 04 26.66356 Scale Factor 1.000000658 Combined Factor .1.000000009 3, 560 I ---------------------------------------------------------------------- U.S. Army Topographic Engineering Center, Corpscon 5.11.08, Page 1 Z g l Z LU QQ JU UO J = H N u-, w O U. =w Z F- o Z~ �o ,o CO: o� , w W` .. Z . w Z "\ O 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 Ly (Last, First, Mi ddle Property Tax I.D. Number 3 -7qo -b? Z -U 5 Subdivision Nam ��w 5 * -e4 a subdiv . # Lot # �--Cv Block # Building Name (if applicable) Property Street Address �� 8 City, State, Zip Owner's Mailing Address (If different from above) Owner's Phone Number ( 4 3- 5`8S`5 Property Contact Phone Number ( 2-53 ) Party to be Billed A41 � (if different different from owner) Party's Mailing Address 73 5� 6. 4<A 'g 'eod 3 City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes MNo Type of building demolished? Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) RECEIVED C�Single- family 1.0 CITY OF TUKWILA ❑ Duplex (0.8 RCE per unit) 1. OCT 0 5 2004 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 PERMIT CENTER ❑ 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 = ! /�ty/� For condominiums, please fill out Supplemental Form A In addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date a / s /Cl Y Print Name of Owner /Representative �Je_ A s! - -J O - Key 1057 (F7ev. 7i02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer a- rvr. �rtd�+!* n�sV" rwhat +amw+pdx�.r...•rr�".f'7M,ra mb'kt..n..N'. ?... f zz W Q � Q JU UO wF- C0 U. wo L Q CO = a F- w z F_ O z 1— W W U� O� C3 t-- WW H� tl. Z iii U= O z Look Up a Contractor, Electric -i n 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 RIVERHI011QW Licensee Name RIVERSTONE HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601992284 Ind. Ins. Account Id JONES, JEFFERY S Business Type CORPORATION Address 1 35316 28TH AVE S Address 2 01/0111980 City FEDERAL WAY County KING State WA Zip 98003 Phone 2539055736 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/16/1999 Expiration Date 11110/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date JOHNSON, MARC 01/01/1980 JONES, JEFFERY S 01/01/1980 JONES, JEFFERY S AGENT 01/0111980 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date HARTFORD FIRE INS Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= RIVERHIOI I QW Page 1 of 2 12/01/2005 Z �Z W 7- 5 UO M0 W = H U. WO }} J W Q to = a F W Z H 1- O Z 1— U� Oco � N WW u. ~O -- Z U =, O Z a� I I R :G;+::�' TE AS PROVIDED BY CQN "I' C.(� CEN�F, AL . �'s r_ TL+: j31011C�Y�1'��'7-r�107 2t�,06 CCO1 R ,,, j J, , •�- , j+�,.a'f /1999.. £w ,.LiUME$ 'INC. - 43.16 ::2:P'1' I 077 : S DER. ill - 980.03' Si�,nature I l ucd by DEPART LABOR AND INDUSTRIES Z Z. W W � . J U vO cr) o. W= N L W O J LL Q LU = CJ z m zo 5. U� :O N :0 H. W W H V. !L O LLI Z O ~ Z m CONTACT INFORMATION GENERAL NOTES 1. Locations shown for existing utilities ore 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 hove the permit(s) and conditions. the approved plans, and o 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- approvot 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 othennise approved by the Public Works Director. 8. Contractor sholl 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 shalt be NAD 83/91. 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.Retoin, replace or restore existing vegetation In rights- of -woy, easements, and Access Tracts. 3 I W Z �■WJ . L4 \ _13� 14• O GAS METE GRADE TO AVOID PONDING OR STUB 8" DRAIN UNDER DRIVEWAY TO THE SOUTH 1" WATER SERVICE CONFIRM SIZE WITH SPRINKLER CONTRACTOR UNDERGROUND TELEPHONE UNDERGROUND POWER METER v< l ' - 0 .38.1 38.12 - i r i i o, i W 0 o ° o WA 1 R METER o / .) 1 FF =15.5 HOUSE 15 2.424 SF - 1 TYPE 2. SSMH • • • • • - RIM =14.46 CONNECT 1" WATER SERVICE PER _TYPE 2. SSMH IE =5.92 8 (NW) CITY OF TUKWILA STANDARDS S RIM =15.38 rE =5.92 8 (SE) SEE DETAIL 3. SHEET C1.2 PERF STUB OUT PER - DETAIL 1. THIS SHEET M WA ... 2 ' - SEWER CLEANOUT. TYP S. 1.1 '8TH : RFET C1.1 - - .... TFALL TO EXiST . 1 _ _ DRAINAGE DITCH POWER AND TL -.tom- 25 12- - --• -- -� SS G 3 3 I y N I i I ... f- UTILITY POLE WITH 6' SiDE SEWER Di• •• TRANSFORMER AND LIGHT PER CITY STDS., COORD `GRADE WITH BUILDING STUB 9F c OUT (2% MIN) / CONNECT SS TO EXIST MAIN 4� j►� \ sF SEE DETAIL 1, SHEET C1.2 / POWER. TELCO. CAN, A �F� GAS. COORDINATE WITH U71UTY CONTRACTORX APPLICANT: RIVERSTONE HOMES, INC 35316 28TH AVENUE SOUTH FEDERAL WAY, WA 98003 ATTN: MARC JOHNSON (253) 905 -5351 ENGINEER DUNCANSON COMPANY, INC. /SURVEYOR: 145 SW 155th STREET, SUITE 102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON. P.E. (206) 244 -4141 UTILITY INFORMATION LEGEND - SD EX. STORMDRAiN - SS - - £X. SEINER -- v EX. WATER Q EX. SEWER MANHOLE o EX. CLEANOUT O EX. CATCH BASIN ® EX. STORM MANHOLE E EX. UTILITY POLE W /ANCHOR C3 EX. MAILBOX 13 EX. GAS METER W EX. GAS VALVE -0- EX. POWER POLE M EX. WATER VALVE ® EX. WATER METER EX. FIRE HYDRANT ® SV. MONUMENT EX. SIGN EX. DECIDUOUS TREE EX. CONIFER TREE WETLANDS �O I I 0 NATIVE FILL 2" CLASS B ACP-� 4" CRUSHED ROCK COMPACTED SUBGRADE DRIVEWAY CROSS SEC SEWER: CITY OF TUKWILA WATER: CITY OF TUKWILA POWER: N/A TELEPHONE: QWEST FIRE: KING COUNTY FO #0000 SCHOOL: #406 GAS: PSE CATV: COMCAST SAWCUT MATCH EXIST ASPHALT 6" 0 0 0 o O c o O 0 0 0 0 0 0 ° ° 0 ° ° 0 0 ° ° 0 0po 0 0 0 00 °°° 0 00 0 °oo ° o ° oo o 18" MIN fo p, CODE 3t% 'L 7 L�yU� f T!tk� a Ho dim st0 be coeds tyo the coop. RESTORE ASPHALT PER cf wok tyrd tit prior sP'� of � TWm is Butkftg DMdoaL DETAIL 2, SHEET C1.2 1E; ReAwns will requke a new fbn sAxrMd ands may tnckWe addstlonal plan Fedew fees. O ti I � GRAPHIC SCALE ,0 m 40 MMM I bIA - 20 0. sa NOTE: MIDI%MAL HOUSE FOUNDATION AND DRAINAGE SYSTEIU. SHALL PROVIDE A SPECIFIC GE07ECHNICAL ASSESSMENT. WITH FINAL DESIGN RECCOMENDAnoNS PROJECT TO COMPLY WITH GEOTECHNICAL ENGINEERING REPORT. BY EARTH CONSULTANTS. INC, FEBRUARY 2. 2005 AND SUBSEQUENT GEOTECN.NiCAL REPORTS, 2e MIN - SECTION PERFORATED F= DOPY ft il101ikiOit� of arri adclow cob or a 00 p4rim d�ppvMd FiddGopy Is�sadaiaded� ft�g 10I ors ri BOUT SWARATE PEAMT PORO dR omorm i� mofty Gas�9 Gty Of Tulcu9am LEGAL DESCRIPTION LOT 26. BLOCK 3, OF THE PLAT OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO, 1 AS RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. FILTER FABRIC Thesc plans have bm icAc%vd by the Public Works Npaiimcnt for confarmanm with cumnt City standatds. Aeoeptmoe is subject to emrs and 4" RIGID PERFOR; 11 0 do got snt3se violation of Or erdW m The renmuebuity 'or the advpaq of do dent tats tetalty with the a to �e< Addition ddedoos WOM to these •3/4" -11/2' Grewittg� after " date will VW this woe WASHED ROCK Ord Rill regnife o ttA of tented drawing 'or s•.:b<egtastt sp wrA Final acoeptanoe is wb;W to BeM inVeCC t by ! Rublic Works ufftW inspWor. Date: B ----- SLOPE 1 ROAD DRAINAGE SYSTn 6' PVC SDR35 2'X10' LEVEL TRENCH W/PERF PIPE iNECT ALL DOWNSPOUT DRAINS TO PERF STUB OUT CITY OF TUKtVILA •fit 1 01 - o5 °ERMIT COWER LTR DUNCANSON Company, Inc. 145 SW 155th Sine& Shire 102 Seank. WasAingtm 98166 Phow 206 261.6141 Fax 206.244 4455 W x � a Z I �a O 3 Z Z F a 0 Cf- W o i to O z D co Q UJ UJ 93 J Go 6 a w J Cc Go a � Z a 1 1 4 Mil �• PROJECT BENCHMARK: 93V -917 CITY OF SEATTLE BENCHMARK NAIL AT INTERSECTION OF 46TH AVE. S VATH44TH PL S AT P.I. OF 6' CYCLONE FENCES OF UNION TANK W1ORKS. ELEV.= 13.57 FEE; (NAV088) CALMONI UMERGROUNO UTIUTIES EXIST IN THE AREA AND UTIUTY INFORMATION SHOWN MAY BE INCOMPLETE- STATE LAWN REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 FLOURS BEFORE STARTING ANY CONSTRUCTION. 1 -840- 424 -5555 7/ f • 1 1 J SCHEMATIC PLAN =20%% cdit ... \.t 150' iAAX. AT MEMO f►VR1N NOTES: 1. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE. SIDE SEWER COHN DETAIL A94KF CONCRETE OR 81IUr►1IN1 M PLAM WC RFPLAGEMNT PATCH C l Wi1HPI UNA11C PAVEMENT CUTTER -� EXISTING ASRIALT PAVEMENT '2 *` r EXINA RIGID BASE W m"m 006IPACIED CRUS EDROCKl1HLESS 01IERYAW GROERED BY TIE CITY SAW CUT fim W OIL MAT W 1rY M COI.PACI ED CRU9#D RDCK UHL SS OiHERVM ORDERED BY 1HE CITY CONCME KO%OF ExwwGmPliI DEPTH IEIGNAPED BYCITY TYPICAL PATCH FOR RIGID PAVEMENT r A94KT OQW-M I: CTt BIFU6 OSM PIAW WX REK"NENT PATCH Is"OF FMI NG DEPTH TYPICAL PATCH FOR FLEXIBLE PAVEMENT sw CIUT COMMIE PAVEIIEM b16'WN M COMPACTED CRU3WDRCCKUWM OTIERYM ORWRW BY TILE CJTY Ein PAVEMENT .T 69' Mmn COIiPACIED CmismRMUMSS OIWRWM CRDER6D BY THE CRY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH PAVEMENT RESTORATION DETAIL 36" A. PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREADTAP, ROMAC 202S OR EQUAL SIZE AS REQUIRED. B. CORPORATION STOP, AWWA LP. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. 8 -2969 OR EQUAL AS NEEDED. C. COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H -15451 OR EQUAL. D. COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. E. TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SP READER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. WATERLINE CONNECTION DETAIL DUNCANSON Company, Inc. 145 SW 1 SSIb S M4 Ssite 102 Searle, Wmhlmm "I" Phwe 20&2 4141 Fax 106.24! 645.5 W GD 2 �_ 3 �a 3 o� -371 REVITEIVN FOR 1 conic r ' %AP �A`" Jul; 17 '_i;L5 clhr Of TO- 6i i'LT';r; *VrCj�'1►� I REC'c "VED CITY OF YCKV l PER%QT CEN! ER CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTRJTY 1WORMA710H SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE - CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 4 C] i • co W Z co Z a O 63 s D 04380 1 !: I 1 � i • � r, r ri �•� I 1 u 0111111 � 61111111 -371 REVITEIVN FOR 1 conic r ' %AP �A`" Jul; 17 '_i;L5 clhr Of TO- 6i i'LT';r; *VrCj�'1►� I REC'c "VED CITY OF YCKV l PER%QT CEN! ER CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTRJTY 1WORMA710H SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE - CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 4 C] i • co W Z co Z a O 63 s D 04380 1 !: I 1 � i • � r, r ri �•� I 1 u i 3 3 TESL NOTES 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 enhance, 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 oil 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. iN i I y I �I N I i Ile MIRAFI 140NS OR EQ. FILTER FABRIC MATERIAL (60' VIDE ROLLS) OVER 2" x 2" x 14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE 2' 5' 2.5' FILTER FABRIC FENCE DETAIL 6" -�dJS 2' 5' PROVIDE 3/4" – 1 -1/2" WASHED GRAVEL 12" BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. 8" SECTION II BURY BOTTOM OF FILTER II I I FABRIC IN 8" x 1 Y TRENCH 11 I II U U 6' MAX. 2" x 4" STANDARD OR BTR (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS ELEVATION SS .+ ....... ... /• - . - - - ` .:S..i.�i RKET - : _ ' /• .. ): �c / • - .. .. • 12— — — — — — — - - - - - - - . - . +- .. . . .... :.. UTILITY POLE WITH �• . ' TRANSFORMER AND LIGHT 15'X25' CONSTRUCTION ENTRANCE PER DETAIL 2, THIS SHEET 9� 'S► ` " �O GRAPHIC SCALE m o to m a (M it CAU�ONI UNDERGROUNI) UTSITIES EXIST IIV Tl+.E AREA ATE? UT�lTY INFORMATION SHOVIV 1rtAY 8E It~IOOI�toi.ETE. STATE LAW REQl11RES THAT CONTRACTOR CONTACT THE ONE –CALL UT�JTY LOCATE SERVICE AT i.EAST 48 :TOURS BEFORE STARTING ANY CONSTRUCTION_ 1 -800 -424- 5i�>55 PROVIDE FULL OF INGRESS/IEGRESS Z 5 W C 38.12 1 1 o� i � '0 l `W W �++1 O } 0. (`..1} O // O 0 O WATER METER o o / O O Z GAS METER •� r � f � 13 X X SILT FENCE UNDERGROUND - TELEPHONE PER DETAIL 1, THIS SHEET UNDERGROUND POWER METER °` 15 l i 1 I TYPE 2. SSMH RIM =14.46 .... TYPE 2, SSMH IE =5.92 8 "PVC (NW) ' , . , • ' , ; { RIM =15.38 IE =5.92 8 "PVC (SE) • TEg17 ' • "W G G - -V V n 4f R CE.vrj� CONSTRUCTION ENTRANCE DETAIL PER KING CO. ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID DAMAGING PAVEMENT EDGE. CROWN ENTRANCE TO DRAIN. nl rs; I DUNCANSON I Company, 1w. 145 S 155th S*ee& Suue 102 Beatty Washkgm 98166 Phone 206,244.4141 Pax 206 244 4455 x � a z >: €a O � J Z 0 W a l l : j d I IL i 0 0. w �O �U Z 1 � a l l : j d I IL i Steve Lancaster, Director Department of community Development Riverstone Homes Wetland Mitigation Plan Lune 14.2005 '- at a legal disposal site. The site will be monitored for three (3) years and a bond posted for 1 50 /o of the project costs or $7,544.31. A revised mitigation plan was submitted after Planning Commission approval of the Reasonable Use application. The Urban Environmentalist has reviewed this plan and determined that it does not completely address the condition of approval of the Reasonable Use application. As a result, three conditions are recommended as part of the approval of the Mitigation Plan. NORTH 04 .5- 'O 20 W SCALE: 1 " = 10'. 1 PLANT SCHEDULE SPLIT RAIL FENCE -cm- c _ e B -� /= Trees 3K G c :- - ex -m -- e � • ' =i'0 O - r - i r "� Z {A =!5 -A 0 - e e - -A - -e - r -» +^ - ;,G: mac G = ^TE G :: p - - ^ G" w ^�^ �= J r CGS �� - '.�^i�'_. -. ° �` _ i =• `_ r s :r__ GE' = ee i .� .E - ' - v 3. GrJ - _'rc ei= - 'r 3% i1 c_ 5 j cpc ^ese `••c;e- .eer. Aces ' 2 S` 2c 5_ -se* a ice- cc s_ - � �-' s =EC= JG r►�' .. ES= - r, �ti ~ - - 'r_ o rr �s S =G Aso _ � _' - ^ - - _ °c "_ s PLANT SCHEDULE SPLIT RAIL FENCE PLANTING AND STAKING DETAIL r . 10, TWP. 23N., RGE 4 E., W.M. MITIGATION AND LANDSCAPE PLAN MITIGATION DESIGN BY J. S. JONES AND ASSOCIATES, INC. Environmental Consultants Wetlands, Streams, and Wildlife FSn•�IUA..+fs,�a EfOvi Sfla'HfsiFlx�latiaSM WOODY DEBRIS DETAIL WETLAND SIGN DETAIL aril S� ,. +• .t e f=0" W__ 35ICE CUTTINGS DETAIL • �f_-� '" i r SPLIT RAIL FENCE DETAIL j it __� ` � <_..�'�` ___ �. - \'s_ • _ j J = \ I I V . l , e l 1 i Z \t V 1 • a ' • i� wr•../�\ r - �•��.r r �r 1 \�\ - < ✓✓ � � \ J .I \ ^ r � - te r • � � � } 1 - a< • 1 • r - •��r " ...I� + �� \� ^S «�I J • v \ ✓ _ v ✓ v \� � \ _I � Wi J.r \I • • 4 0 RIVERSTONE HOMES. INC. - TUKWILA SITE SEC EXISTING LINE OF VEGETATION .a LITH PLANT MATERIAL "" LEGEND "• +G?Te5 �fG�G�' � J e ' :": '�G.'r vf."e'5 •'r I -cm- c _ e B -� � •s Trees 3K G c :- - ex -m -- e � • ' =i'0 O - r - i r "� Z {A =!5 -A 0 - e e - -A - -e - r -» +^ - ;,G: mac G = ^TE G :: p - - ^ G" w ^�^ �= J r CGS �� - '.�^i�'_. -. ° �` _ i =• `_ r s :r__ GE' = ee i .� .E - ' - v 3. GrJ - _'rc ei= - 'r 3% i1 c_ 5 j cpc ^ese `••c;e- .eer. Aces ' 2 S` 2c 5_ -se* a ice- cc s_ - � �-' s =EC= JG r►�' .. ES= - r, �ti ~ - - 'r_ o rr �s S =G Aso _ � _' - ^ - - _ °c "_ s �1:� V:r rr'T: V �� -T iitir.' 2 _ •L x7, ��in . S5V V ;_-% -r • J . f - - Z C) \✓or - - <A E ✓ter <J --A • .. r ?�:.� ��i.".i -r _J �� Jar ... r ..: _A \\ N - yr -c_eec %% ---i - -e <��- r i ^ �.< <�f \� ✓�iJ v < \..: _ <v.-� Sr i v,:� \JB %% -r: c er -.:Te : :: '-_- tic' G. eca T r. s_p- � : / PLANTING AND STAKING DETAIL r . 10, TWP. 23N., RGE 4 E., W.M. MITIGATION AND LANDSCAPE PLAN MITIGATION DESIGN BY J. S. JONES AND ASSOCIATES, INC. Environmental Consultants Wetlands, Streams, and Wildlife FSn•�IUA..+fs,�a EfOvi Sfla'HfsiFlx�latiaSM WOODY DEBRIS DETAIL WETLAND SIGN DETAIL aril S� ,. +• .t e f=0" W__ 35ICE CUTTINGS DETAIL • �f_-� '" i r SPLIT RAIL FENCE DETAIL j it __� ` � <_..�'�` ___ �. - \'s_ • _ j J = \ I I V . l , e l 1 i Z \t V 1 • a ' • i� wr•../�\ r - �•��.r r �r 1 \�\ - < ✓✓ � � \ J .I \ ^ r � - te r • � � � } 1 - a< • 1 • r - •��r " ...I� + �� \� ^S «�I J • v \ ✓ _ v ✓ v \� � \ _I � Wi J.r \I • • 4 0 RIVERSTONE HOMES. INC. - TUKWILA SITE SEC EXISTING LINE OF VEGETATION .a LITH PLANT MATERIAL "" LEGEND "• +G?Te5 �fG�G�' � J e ' :": '�G.'r vf."e'5 •'r I -cm- c _ e B -� � •s Trees 3K G c :- - ex -m -- e � • ' =i'0 O - r - i r "� Z {A =!5 -A 0 - e e - -A - -e - r -» +^ - ;,G: mac G = ^TE G :: p - - ^ G" w ^�^ �= J r CGS �� - '.�^i�'_. -. ° �` _ i =• `_ r s :r__ GE' = ee i .� .E - ' - v 3. GrJ - _'rc ei= - 'r 3% i1 c_ 5 j cpc ^ese `••c;e- .eer. Aces ' 2 S` 2c 5_ -se* a ice- cc s_ - � �-' s =EC= JG r►�' .. ES= - r, �ti ~ - - 'r_ o rr �s S =G Aso _ � _' - ^ - - _ °c "_ s �1:� V:r rr'T: V �� -T iitir.' 2 _ •L x7, ��in . S5V V ;_-% -r 24 r; gro.; c; GGVer. - - - Z C) ccw J.rr • .. r ?�:.� ��i.".i -r _J �� Jar ... r ..: _A \\ N - yr -c_eec %% ---i - -e ;rc- a' Z" M %% -r: c er -.:Te : :: '-_- tic' G. eca T r. s_p- � : / SITE SPECIFIC NOTES S 1 < !:�. -STv'• rrj . Brow s7•i. 6 %% c 2 cc:e rc -:e .c c _ rE- LANDSCAPE • CONSTRUCTION NOTES ✓«r°•' .o =e --r -e G' - e:.EcSG"} =err = ce ✓?y r" : c- G_re — eE s. - i = _ - -p G• - ri' M.r i - � r �'�- ��iL� i V. 7 �' �i i'� �..G•^'G� !!. 5 'E>✓^.rE G ° '.-.' c'1 'E5_ � -� Gc" °: __'• -� - G's ter:: c - _ G✓ Gp'G= E }-._ c� � �..�i.�i; �Lr� JJ��. �. v'EG' s ^� -.r.G° � ra• -,1. -•• � _ ctc - r. - a �e��'� Gt _ ..c'� � is eECS. -.. a ^�Fs =- - -- fee-- -;s rcc- =_ :_c-�_%_ = rrrcw� - :�:r;s c-_c= 0 - 'e-1v - s-- ____ c 5 tea. ccv - r..- c -e_s. Re—ae c cep _ -Ir, - : -e. C - _a� - - Z.�- =✓ r-_Ze- 3 �- 5-4 - r, = e = C ' r J �.i �.' 'C ✓`� l i =Sc • l -A =—; • f. c - �i5i is rc —e:;e . -a G — r r' s - -..'.e;s C.. �= �° -�► cez - A / 1 - c-.c - c 0rC -ee ec etia f r'-c RECOMMENDATION Approve the mitigation plan submitted on June 2, 2005 with the following conditions: I. All non - native plants (except existing trees) shall be removed from the entire remaining wetland, including the eastern side of the site. The preferred removal method is digging to remove roots. 2. To discourage re- establishment of invasive plants, the area on the eastern part of the site, beneath the existing trees and shrubs shall be planted with understory plants appropriate for the site conditions. Additional Cornus sericea cuttings and/or additional Twinberry could be used. The newly planted vegetation should be mulched as stated in paragraph 8.15. 3. The Comus sericea stakes should be cut when the plant is dormant or in the fall. The bottom of the stakes should be cut at a 45 angle and the top horizontally. if not planted immediately, the stakes must be kept cool, shaded, moist conditions and planted within two weeks of cutting. The wetland consultant shall specify the planting method appropriate for soil conditions (pounding in vs. pilot hole). At least h to % of the length of the stake should be below ground. CO � FO �A R O AK - Approved: JUjy 7 20"05 // city Of Qjj r Steve Lancaster, Director n n��SIOJU Date Department of Community Development CL Page 2 of 2 gi1timM a HawWWalmd trim AppwvA&c N I z ki 1 � Cit�y of U ' d _ 3K G c :- - ex -m -- e � • ' =i'0 O - r - i r "� Z {A ✓- �i:- - ! r� r7 .✓mod �= ��_J � - ,w.._ =��<i i= � - - - ^ G" w ^�^ �= J r CGS �� - '.�^i�'_. -. ° �` _ i =• `_ r s :r__ GE' = ee i .� .E - ' - v 3. GrJ - _'rc ei= - 'r 3% i1 c_ 5 i �. �i i - i�� - - i'v� v r _.. - ICS i i' c -S i a� ��.i__ i - � - . �� r - c �- • - �1� - .. t 1 C i -e C� �6r• +i -- . i . r'�� - S i-. s_ - � �-' s =EC= JG r►�' .. ES= - r, �ti ~ - - 'r_ o rr �s S =G Aso _ � _' - ^ - - _ °c "_ s VJ W CD o .1 w> 04 I� O Lauchlin R. Bethune Associates, Inc. O W e Z C) P.O. Box 1442 phone: (425) 432 -9877 O z !2 MW Q fJ M � a' Z" M - 0 Z W j o= ��_� r� V �^•� 0 2 } 0 Ul a 1 a W X > {tf i > 40 m 1 � Cit�y of EXISTING LINE OF VEGETATION -� 3 SB� • V M SIOFE PORCH -- - -- HOUSE ��-•- RATIO• 2 SF 00412005 3:13 PM �k W � Q C � O f u I i m� WIo Z o m o e r i j� Y Y C V� 2 O V Q JL ©J aJ u� a l 1 W t W C ) 1 acv U II p cil th i I ' d _ 3K G c :- - ex -m -- e � • ' =i'0 O - r - i r "� ✓- �i:- - ! r� r7 .✓mod �= ��_J � - ,w.._ =��<i i= � - - - ^ G" w ^�^ �= J r CGS �� - '.�^i�'_. -. ° �` _ i =• `_ r s :r__ GE' = ee i .� .E - ' - v 3. GrJ - _'rc ei= - 'r 3% i1 c_ 5 i �. �i i - i�� - - i'v� v r _.. - ICS i i' c -S i a� ��.i__ i - � - . �� r - c �- • - �1� - .. t 1 C i -e C� �6r• +i -- . i . r'�� - S i-. s_ - � �-' s =EC= JG r►�' .. ES= - r, �ti ~ - - 'r_ o rr �s S =G Aso _ � _' - ^ - - _ °c "_ s I! I I LANDSCAPE DESIGN BY .1 w> !, � ISlOS Lauchlin R. Bethune Associates, Inc. W e ■ Land6CVe Architecture 8t: Planning, ASLA P.O. Box 1442 phone: (425) 432 -9877 I t Maple Valley, %Vashington 98038 fax: (423) 432 -9878 � t EXISTING LINE OF VEGETATION -� 3 SB� • V M SIOFE PORCH -- - -- HOUSE ��-•- RATIO• 2 SF 00412005 3:13 PM �k W � Q C � O f u I i m� WIo Z o m o e r i j� Y Y C V� 2 O V Q JL ©J aJ u� a l 1 W t W C ) 1 acv U II p cil th i I a RIVERSTONE HOMES, INC. - TUKWILA SITE U Of SEC. 10, TWP. 23N., RGE 4 E., W.M. MITIGATION TEXT 1.11 E%ccutive Summary ary 1.1 Project Descripiiion: The applicant proposes to construct a single l:unih residcncc on the subject property. The entire property is wetland and % %ed nd ba er. A the applicant will complete a reasonable use exemption f4i . , a • 1 d+ Io unt of the sub r •il i a r m a n i . , c pn subject propert impacts ++ I be 1212. gatedi I. < < i # existing invasive vegetation and enhancing the remaining on -site +%ctbad area. 1.2 Impacl Assessul nt: 3.149 squarc feet of ivelland and aetlaned bullet sill be impacted by construction of a single family residence. Impact to the actaud is unavoidable. No opportunity to n.itigate on -site is available. The loss in on -site wcd and storm area can not b: replace. The developed area of the site will be fenced with split -rail fencing and wetlantl signs rill Ix tossed to prohibit future intrusion into the remaining on- sitc wedand area. 1.3 Mitigation: In%asnc +� ciao n well removed Guru the rcmaiun o be rc !: g t, wetland area. The mitigation area will be scraped and recd canan w ill be n +mnt-M rrnm cirri inv!acia n r. mna• -ni will ho dnnn M- hw.ut ac6.•n,a.•r sraccihL- Ifmachinery is needed then only hand held equipment %will be all-med. Al inatcrial removed from site will be disposed of in a legal manner. The consulting biologist will 1bg all existing native vegetation to remain in the cuhancetncnt area. The enhancement area will be planted n ith native plant species. Native plant species will increase plant diversity, w ildlite habitat and prevent the establishment of invasive species. 1.4 Goals: The coal of mitigation is to improve die function of die %%cd nod for :teas %with scores less than S out of 10 as determined in the function aid %allies section of the wetland assessment report for the existing wetland systein. ll: impact to areas that scored treater than 3 out of 10 are insiontifi;aut due to the coal is to improve general habitat, by remoing invasive mat:rial. planting tuti%es and installing wood} debris without decreasing the other functions of dic wetland systenn. Wooly debris will benefit bird: and amphibians by pro%iding habitat and an insect food source. 2.0 Prujrrt location flic property is located at 44 24 S. 1 18th Street. in Tukwila. %Vishing on. 3.0 Rcspunsihk Parties I'copon% Owners itt%crstoiec llollteS. Inc. 35316 28th Avenue South Federal Way. Washington 994KI175 Environmental Consultant Jellery S. Jones Ceritified Professional %Velland Scientist J. S. Jones and Associates, Inc. 35316 28th Avenue South f100!10 1'ashineton ',VK13 catcrats shall conforin to 0o. of 'I lob%% ila standards and specifications. and to the specifications and dziaiis %hot%It on these plans. i.11 (inelractur Information Heller It is a%ailable. contact information shall be provided to die C'it% of 'I'ul%+ da that includes rands. addresses and phone numbers of perwo9f un s that will be responsible for grading the mitigationrrcstoration area. installing required plants. and performing required nuintenanee and monitoring 6.11 Contractor's Quafrfrcaliorts Contractor /landscape Installer must b: experienced in tnaieatiu,i alkI restoration work. The Pemtittee shall provide that there is one person on the siti at all times during work and installation wlw is dwroughk fanniliar %aids dh qpz of anateriais being installed and the best methods for their iastalbikVi. and %%h o shall die . all work being perforated under drew: speeifkaiions. This per•on ALAI be experienced in installing native plant nateritls ror wcdand neitic attaai or restoration projects. unless dhcn%iseallowed to the Land -,-il Il - •ilgn :r. IV - ctbnd Biologist and/or City of Tura da sufi' 7.0 Site Grntiaiuns Th.- Permitted. Landscape Designer an&or %WILantl Bio!agisi shall itnne.-diaich roti:y the City o: Tukwila of any dic:rdpaiecie�s b:t+a� :n t:cse pi:uis :rtiaf ilia sntz conditions The Iwations of plants shto may & ntw:flzd its die fr:Id b. d:: Landscape Designer. Uledaand Biologist acid ter Cis of 7 ulawa4 atatl'ba cj aye ii:l;l conditions 31 all,- time of planting. Chin= s shcwki be JocinncnicJ anJ as-hailt drawings submitt•:d to the City of Tul% %ala uLrean rea,ru;-2, fC-.- lierlllal .a +nardtaia apxxe�aal 8.11 Plants 8.1 Origin: Kim neateriass shill be \aerdim cst nzintc pbai�.. iht ;Wr% L: :0%%I1 in the Puget SounJ region of Wasiting.on Due pla its ma'. k4ila N. u -.. - J ;.;teat appto% al of CA% of Yukw is staff N.2 llandlliW. Plan :s shall be handkJ w as tai ;.t aEl J:.II l_ :. a .:t.s.tu._ brcalinst. bruising. raw. damag:. sunburn. also uw. othh,r - i'lants mast b.:oiertid during transport Plt.-.ti Ja:•.i okt t� Ev:trhJ t. a as a: ax in a niarazr that cou i dan:ag: brmuties- h':a�at pia: =. retell wl h s1taJ: 3r.J pct scd in time teat: periaad bcew: :n d.ln:ry 3nJ ntsdslui I 1tiJ ncY Itti ;ontarwr stool b% trunks. stems. or taps. tai tax rrito :: from d:zma._itrs :::J% to F.sni 1.'.'31cr all plants as nzzcssan to ke_p nwisuse k%els aPFr cTru:: w ttti spec les iia)rti :ulaural requireneents Yl:s:.ts .1.3 cwt eti ailuneJ h• sin cwt All plants dealt be natzredi thoroeghh irnn_:Jdsszh q•a ire lbtw Sari. ail confalr.:nrcJ p:h,nti t,5orod:ehh prior to msullnd.Ns Barr reset pa:ui,2r. :o t'» eel!ow mg special rcgJircMzn:s. acid slhahi Nx be usai unkss p'.;ant,J mi%%c :3 o%caibe I anal %harsh 1. ar.J: {ch n ob the per,.ussh re dos' La lkagner anal Cry of i R;kv.ala staff' B.i. tax pl4r4s: r: z ia;%e :aaa:c�th fibrodrs rod to lustre Bleu.. wet is a! Retw ra:N !� : :�% :re�::t .:'; t :::.s %%nth: at:bJ artJ a er act siraa. ataT_s. ter iil:.t �t.:iite!� 1i.::l.ti'I d:i; �r it teed.► t:� : :: . - :a:+r.:lfutaa)re Pisces nhoit rCi>S pier%: a1r�.;,.y,t Ira�a:1 C %R'�• -': to � :. ��: l\ acccr., J at trhsmIaaer. in>3ae,Lts0 8.3 Storage: Plants stored by the Pennittcc for longer than mic month prior to planting shall be platted in nursery rows, and treated in a mamner suitable to that species horticultural requirements. Plants must be reinspected by the %Velland Biologist ardor Landscapd. Designer prior to installation. 8.4 0antaged Plants: Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be imn.ediateh• removed from the site- 8_5 Plant \anus: Plant names shall comply with those generally accepted in the native plain nursery trade. Any questions regarding plant species or variety shall be referred to the Landscape Designer, Ulclland Biologist or City of Tul %%ila stied. All plant materials shall be true to species and variety and legibly tagged. 8 1. e ' l I.uhl Sttbstiluliui.ti: Plant sutbstitutions are not pen ..tied %villeatt tic permission of the Landscape Designer, Welland Biologist and/or City of Tukn ila stall. Same species substitutions of larger size do not require special permission. However. small plants often experk -rice less transplant shock and adapt more quickly to site conditions, resulting in a higher success rate. As such. smaller plants will be approved as substitutions based on certain site -s eecil ie c onditions (trees n less than I gallon size how . p co o s (t c s of ha ga vcr s c) 8.7 Quality :told ( audition: Plants shall be normal in pattern of growth, healt %. %%ell- branched. % igorous. w ith %well - developed root systeilM and free of pests and diseases. Damaged. diseased, pest -i tested. scraped. bruised. dried - out. bursted. broken, or defective plants will be rcjccied. Plants with pruning sounds over l" in diameter will be rejected. 8.8 Roots: All planets shall be balled and btulapped orsentainer•d grown in a container useless explicit► authorixcd by the landscape Designer and/or Wetland Biologist. Rooibound plants or INK B plants with damaged, cracked or loose footballs (major damage) will be rejected. immediately before installation. plants wide minor root damage (sonic broken aiub'or twisted) must be rout - pruned. Matted or circling roots of containerized plantings must be pruned or suaightened and the sides of the root ball most b: Roughened front top to bonoi . to a depth of appioximaicly hairand inch it wo to four places. Bare root plantings of woody material is allo%cd onh w ith licmeission from the Landscape Designer. �Vedand Biologist. ardor City ofTuk%%da stall: 8.9 Siicx: Plant sites shall be the sire isnJicated l dn: plaint srlk-du -. Larger sto>; l may be acceptable pro%ideJ that it has not been cut back to sore specified. and that the root ball is proportionate to the size of the plant. Smaller stock stay be acceptable. and under some circumstances pederable, based on site - specific conditions. Mcasurcments, caliper, branching and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Assoic iation of Nursen (latest edition). N.141 r urnr E %ergercen trees. if used. shall ha%c su egk trui athJ s% ne.inhetria:al. sell -dc +eloped form. Deciduous trees shall be single aunt ed unless sp ocil'k-d as,multi -sten. in the plant schedule. Shrubs shill lime multiple sterns. and be• %%cll- branched. 8.11 Planting: Planting shall be done in accordance n ith illustrated details in the mitigation/restoration plan set and accepted industry standards. 8.12 Timing of Planting: Unless otherwise approved by City of Tukwila staff, all planting shall occur between September 15 and January 15. Overall, the earlier plants go into the ground in the fall, &- more time they have to adapt to the site and :Mend their root systems before the waicrdemands orspring and summer. 8.13 ftl`w'%'ding: Existing and exotic %egeiation in the mitigation and buticrareas n ill be hand %%ceded from around all net%h ii,talkd plants at the tune of installation and on routine basis through monitoring pe6W. No chenhital control of %cgetation on any portion of the site is allow ed w ithout the- %%rinen permission of City of Tukt%6 staff. 8.14 Soil Anicminttents: Unless othen% ise specified and approved by City of TuL%%ib. argalsic .natter (Cedar Grove Pure Compost or approved equal) will be iucorporatcJ into the entire planting site, not including areas inside the dhiplihe ofe%naieg trees attJ shrubs- One unit of lose, weft- eompostcdorganic material shoul,i be it orporat, J n ith two units of loose soil to a depth of eight to ten inches (eith tree to four inches within three feet. ofexisiing drip lines) and roMeti dwrouehla. S.1; Mulch: All landsd:apcd areas demided of vegetation and soil surface surounding all planting pit ar :as shall receive no less than 2'4" oforganic compost. barn mulch. or certified n ced - ticti stmt% after planting. Compact or cenlfwd recut - fee•: straw shall bB kept %%ell away (at least 2') from do : .runts and stems of %%oWv plants. Cempa>>`t shall be Cc* ;r Grove Pun: Canepsst or appro%eJ equal. . . 8.16 Sitc Condition,: Ccartra:tor shall immediat :ly mi!. tl Landscape Dc sogn :r area! or Wedinil Biologist of drainag: or soil caxi►in:ions Kch to be :h.tennh:ntal to du: g rog dt w- sun ival of plants. PVntine oporatio u shall not bJe conduit :J uud: :r the Wllva%tag cor:,+itions: f tazu :g n aill:r. %then di: ground is frv,rca. e%.cma%ch %%ci mwath excesshei nirhJ} w :atha`r. or in exc heat 8.17 Plant Le-c ti b: Locations shall be as dcpi:t :d nth the approved plan sit. 71:: L arwi.i.lW I):isg"O' anal or SVctlard Biologist tea% chills: the 10,- 3tions of plantings shave a air•. plans based on field cLWi;i<xts_ S.IN Planting in Pit.: Planting pits shall be circular or sdp= n:dt ♦critical skis. ani 001 be r,' de :per and 12' larger in diamckr titan the mot boll of the pliet Br :ak tip the sirs of the pit is eomp3 -:uJ soils Ses planets upriJ:t ii pits_ as nlhustta ;eJ is plastics detail fsurlap sail Its rc:ucaveJ Gum 11t: pia,:ti%g psi 13,r :hill sh :11 t� %%o�wtd tole iano !te•;:s sd�h ilia air pockets ar: raxewva'J walh sJ%:r•e.% co:r.p3cW'hgdenm a sods 8.19 Fertilizer. S1.1:a rclzmz : : : :. : :r ::,a: ti ;.s:.! of pr :•a .r:,%ed br. C::: of Tel.wsla at;:tl' F.r[il :zees slh; II h �ppi:.d e'a::% ze t� cos: a>! FL.r:tmgs u:wf:::caih «` r :a�tiire� CJaertnY rat fila:i`h [ tha.'.i deli zkx ..•„ i�a: :iatt.i :t %a nh S:::lii i i :�:� k;.:dii? \ steel J :t.Jsl' a; f :d Llv:rS t%thl � ^�.:J:. sh pfa[d iLl�C 8.20 Water. Plants shall be watered midway through backfilling, and again upon completion of backftlling. For spring plantings (ifapproved), a rimof earth shall be mounded around the base of the tree or shrub no closer that. the drip line, or no less than 30' in diameter, except an skcp slopes or in hollows, as illustrated in planting detail. Plants shall be watered a second time within 2448 hours alter installation. The cardien rim/dam should be leveled prior to the second growing season. 8.21 Staking: Most shrubs and ninny trees do not require any staking, if the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace die tree with two stakes (see Planting Detail). Do not brace the tree lightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability iosupport itself. Do m use wire- in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. 5.22 Internted'sate Inspections: All plants shall be inspected and approved by the Landscape Designer and/or 1Vedand biologist prior to installation. Condition of roots of a random sample of plants will be inspected, as well as all aboveground growth on all plants. Roots of any bare root plants, if pcnaitted for lose, will be inspected. Plant material may be approved at the source, at the discretion of the Landscape Designer and/or Wetland Biologist, but all material must be re- inspected and approved on the site prior to installation.. Plant locations shall also be inspected and approved prior to pl 8.23 Wildlife Control: As determined by the Landscape Designer and /or Weiland Biologist. fencing or deer repelkmts may be needed to li lit dkcr intrusion while installed plants are becoming established. 9.0 Grass Seeding Seeding is required as described in approved plans. 9.1 Thnfi p;: Seeding shall not take place until compost has been applicd. Conti actor shall insure that areas to receive seed are clean ofdcbris and that lineal grades are correct. Seeding shall be p:rforined alicrother plant instalblion is connpletc. Seeding is the final step of the inttal installation: site shall be clowd to all vehicles and foot traffic shall b, minimised after seeding is complete. Seeding shall not talc place % ica die ground is frozen or in w indy w Bather. Seeds shall be land broadcast or 4 mechanical hand powered spreader, with as even distribution as feasiable. Areas % %ithin G' -12' of stems of installed plants shall not be seeded 9.2 Seed Mix: Use specified native mix at rate spec ifscd. All .%tied nak-62 - shall be free of aced seeds or other foreign matter detrimental to plant growth. \U'I'I:: Seed mi% should be ordered as cash as possible to insure and adeglate supplJ of spccif keel native sce-J. 9.3 Pum Seeding Ermitin Control: Scalier 1' -2' of certified weed-free straw oat all bare ground after seeding is complete and i np. for erosion control (see Erosion Control Notes). 10.0 Alaintenance Maintenance shall be required in accordance with City of Tukwila Sensitise Areas Mitigation Guidelines and approved plans. In asive vegetation will be removed throuithout the mitigation area duurinft vearh maintenance visits. lnvasivcs vegetation will be removed bb. hand whenc%er possible. Umachincry is neccssarv. then onh hand held couipment swill be alloned. IfposAk, recd canan grass a ill be duty and removed from the site. Large persistent patches of recd canar Brass will be cut down with a weed - eater. Any material removed during maintenance activities will be disposed of in a legal manner. Chemical 10.1 Sunh The Pennittcc shall be responsible forthe health of 100 %ofall new lye instal led plants for one gr oft setuen after instal lation has been accepted M Cis • of Tukwila stall sec Performance Standards). A gmwin season for these purposes is defined as occurring from spring to spring (March I5 to March I S. following year). For fall instillation (often required). the growing season will begin the folio% ing spring. Thz Pennittcc shalt replace any plants that are failing, weak. defective in a manner of giowlk or dead during dw growing season. as directed in the Landscape Desigm- r.'A'etlatnd Biology. aaftr City of Tukwila ,tali 10.2 installation Timing for Replacement Plains: Replacement plants shall be installed between September 15 and Janoan li unless otherwise d oicir airted by the Landscape M- sisigncr3Vetand Biologist. and. eatCity ofTuk 10.3 Duration and Euem In order to achieve peffo niance- sandards. the Permitt:e shall have the mitieatioiNres :oration area orauatained for the duration of the monitoring pdsiad. - - years. �laintdaana c %will incluak watcrir:x. nceding around boss of installed planm prurueg rcalaoemcnt. reitaking. removal of all classes of noxious %% cods (see %7ashnngton Sate Noxious %voods List.1W AC 16- 73U -WS) as well as 1linalayan bbci bcrry, and any other measures needed to insure plant sor'ival. AN makwa3am shsll be directed b the Landscape Designer aad'or iVvnbad Biologist. 10.4 Stsndards for Replaccnwo Plants: Replacemew plants shall ma-t the same siandards for size and npe as those specifiad ft.+roritpwl installation unless dhcn%ise dia-eicd by the Landscape Dcnigre;r. %'tired Biologist andor Cie% of Tukn ib staff. Rcplaecmeat p!anis shall be91g lac God as &-- .cribed 3b o% fur the orieirul installation 10-1 Replaatirw Plants that have settioi is their pwies pits mo ddeep too slalim%. loose. or crooked sleali be rdphnad as directeed by th:e LaWscspe il:sigwr. VVetlannd Siotogist. and/or City of Tulwiia soft. 10A Herbkitim7takides,. Cbemital coauois shali nd be us d u dw mkig, ties' rtstor,: tioa .srasuivcareasorth%�sbutTcts lfiav%cvdr.lunne'a: use of herbic iks may be aWo%e doper &ng on site spectfic eonatmovis, oolw if appro%cd by Cin of Taalw ib sLuT_ 10.7 :Water shall be pro%W -J dsari g ilia: dr% season iJvh 1- I?_re•ber 1 for the first m.o3cars .tfr:r ilmlbtier tocrm:re f+13rt st:ni%31 and es;ablishineat Wmer sboold h pro%ided b► a tarporart abo%a: grwmi rrrig.l::cn sy : *eerie ::rder a air e•en:la. N'acr slru:eeidJ h =.^C�d at a reset oC 1' cf t% see7 i V ldiame�S a n e �el► ta•f �dar 1 9iMff 1' ter :% atfr e•Se► t17f� a we�. a3:a�- t %_ i 9 Generale Thy Permatez shall taefa & nt wwrsp mart.ma:: acti the r.`}•'.,k o>: of:uti %oa:a +i►cd or aJ;rmagci sigm. t..tbtst feator:i, f:a►.s a otlhc r srrewtural eormpor:ca: of &- a:frgstkaa $lid. C%; = l i )d�31t 0 11.0 Performance Standards - Plant Cover and Survival Plant survival and cover standards are established to measure mitigation success as follows: Performance Standards Year I Year 2 Year 3 Shrub and Sapling Tree Covers = i > 10% ' >13% >2(r /. Shurb and Sapling Tree Survival 100% >83% >80% Herbaceous Covers >60 %d► >8t 19 >9U% Herbaceous Survival 1W!ro >85 *Includes beneficial native plants in that category that are naturally recruiting volunteers 12.0 Aloniloring:.. ...,;y. ,,. . •,•;. : :� :•j., jti yt �, ,. Monitoring shall be conducted annually "for- .3 . Fears in accordance with the approved l► litigation/Restoration Monitoring Platt. 111 Vegetation Slontitoring: Sample points or transacts %%ill be established for vegetation monitoring, and photo - points established front which photos will be. taken throtighoul tic monitoring period. Linear transacts are tic preferred method for vegetation monitoring for this site. No less than one (1) lull -foot traimect per 10,000 square feet ofaM' will be established in the mitigation/restoration area. Permanent transect locations) must be identified on mitigationtrestoration site plans in the first monitoring report (they may be drawn on approved mitigation/restoration plans by hand). Plots located at the end of each transect shall detail herb, shrub, and tree aerial cover at radii of Im. 5m, and I Um respectively, using the Braun- Blanquet releve method or other acceptable Geld method. Monitoring of vegetation transects shall occur annually between May 13 and September 30 (prior to leaf drop). unless otherwise specified- 12.2 Pholopointts: No less than one (1) permanent photo point per 10,!)00 square feet of mitigation/restoration area twill be established within the mitigatiottlrestoration area. Photographs %rill be taken from these points to visually record the condition of that miugatiortimstoration area. - Photos shalt be taken annually between May 15 and September 30 (prior to kafdrop), unless othem ise specified. 12.3 Reports: Monitioring reports ihall be submitted by December 31 ofeach year during the monitoring period. As applicablk% monitoing reports must include description/data for: I. Site plan and location snap ii. l listoric descripgt -on of project. including date of installation. current year of monitoring, restatement of mitigatioat/restoratioen goals, and Wrfornimice standards iii. Plant survival. vigor, and aerial coverage from every plant community (transect data), and explanation of monitoring nnethodolog_v in die context of assessing performance standards iv. Site hydrology, including extent of inundation. saturation, depth to groundwater, function ofany hydrologic structures, piczomewr of staff guagc if available, inputs, outkts etc. v. Slope condition, site stability, any itructures or special features vi. Differ conditions, e.g. surrounding land use, use buy humam w ild and domestic creatures %ii. Observed wildlife, including amphibians, aviaru and odhers viii. Assessment of nuisance/exotic biota and rccortmtendatiais for management is. Soils, including texture, Munsell color. rooting and oaddized rhizoshp:res x. Receipts for off -site disposal ofany dumping, weeds, or invasive plants xi. Receipts for any structural repair or replacement %ii. 4'xG' color photograph taken front pern.anew photo-points as shoe n on hlonhoring/Restoration plan. xiii. Summary ofmaintenancc and contingency measarcs proposed for next season and completed for past season 12.4 D.fxiences: Am deficiency discovered during any monitdxingdx inspection visit must lot corrected w iihiti 60 da+ s of approval in City of Tukwila. 12-5 Contingency Plan: Should any monitoring report reveal the anitigat has failed in %%hole or in part. and should. that failure be be%ow the scope of routine maintenance, a Contingency Plan will be srbmiuc& The Conun Plan may range in complexity from a list of pints substituted. io cross- sez of proposed engineered structures. Once approved. it may be irstalkd. and will replace &- approved mi6eationkestoration plan. if the failure is substantial, the City of Tine%iha may extend the monitoring period for that mitigation. 13.0 Bowl Prior to beginning any work, the Permitted must provide a mitigation restoration bond or assignment of funds per City of Tula ila proeeddnrcx A bond quantih v%otl shcct has been compkie-d based on all elements of thh: Mitigations Res aatiori plan. The total cost. plus eoatingency fez-s has b en determined to be S 5- 029.5 _'which sill be dnc amount of the mitiga tionctstoraum boner the Peratince is required top mile-. Nole that the aprwo% bond a ill iwltnde` required stag date for m itiga:ioo eotweruCtion. Bonds are eligible for redmucia to maink -tad sutus upoa successful insullstion irtspectim pro%id!iag that it also ateets p:dormurce starwhards dsub!rshcd in the Mifigatroa Plan and City of Tu Luria Smsime Area Slitiggation Cuida idae's. 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III NP b, IL oil gg ; 9 2% L I t I I i get lei t H �' I lilt t 1XI 00) UL U6 Jill 6� 2 t2[ 1: �✓ If L u IL rw IDN i who R lu I3 � s E 1 9 a 1 (1 A•, �'', ne Q if fr:�fx ,� iL r•• i 1 -' r if set K CU o00 � as LF Aip 1616 -2 1 lu y E g 16 L IN it I I f I .l OEM Z � 5 S g �� 6 4 in Ulm IF 6�lS�C Q v z Q v JU v N Q ro lu > lit g 0c X K 1K -In Iz am �44 �Y3��3�n seB Noo z .jo y� t 2 IL '"t 4 i f I o 8 w Ln O fff: W. III NP b, IL oil gg ; 9 2% L I t I I i get lei t H �' I lilt t 1XI 00) UL U6 Jill 6� 2 t2[ 1: �✓ If L u IL rw IDN i who R lu I3 � s E 1 9 a g It 6 �g w LA lot W B tl- @ g C g as let.. lip 6 Y ng e e Fg_ 1� n 3 AC999�A 9➢ A h • w • • i fil l I if fr:�fx 2 r set K o00 0 o00 0 o0o n o �w16 Z g It 6 �g w LA lot W B tl- @ g C g as let.. lip 6 Y ng e e Fg_ 1� n 3 AC999�A 9➢ A h • w • • i ■ I ft FRAMItIA 4 FOUNDATION L FRA MINSP AM FOUNDATION FOUNDATION HOTS 2X6 STUDS a t6' O.G. DIMENSION R -21 BAIT. INSULATION 2X6 STVDS a Ib' O.G. I. MTiEN DIMENSIONS TAKE PREG�iGE FINISH PER ELEVATION O/ R -90 BATT' INSULATION FINISH PER ELEVATION O/ I.S. �-�• PAPER R -21 GATT. INSULATION OVER SCALEP DIMENSIONS. i5 I.B. BLDG. PAPER OR AIR INFILTRATION BARRIER 5/4'T16 SUBFLOOR AIR INFILTRATION O/ 5HEATHtNS PER BARRIER AN PL PTH 2. ALL F OIOTIN55 TO HAVE A MINIMUM O/ 5FEIITHIIN6 PER PLAN P A D NA IL E D 6LLJED AND NAILED R -90 BAIT. INSULATION DE OF 18• SErOW FINISHED 6RADE. 9. STEP FOUNDATIONS PER SITE Z41 ASHNS CONDITIONS Moop RIM � T. 6LUED AND NAILED.L�R EEX T PLYY 4. ALL CONCRETE FOOTlN65 TO REST ON F IRM U EARTH WITH MINIMUM OPTIONAL 2X FLOOR JST OR T.. LS PER PLANS PRESSURE (R . SLAB TO 501 REPORT Y'4t"tE R6fii - Z (1) 04 BAR 2X4 PRESSURE TREATED ILL I� PLATE W/ U2 DIAMETER 5. ALL WOOD IN CONTACT WITH CONCRETE CONT. TOP ANCHOR BOLTS AT W-O O.C. r4o: 2X FI.R. T5 OR T J. PER Olt MASONRY OR EXPOSED TO EARTH OR AND 12' MAX. FROM ENDS, OR X HEATHER TO BE PRESSURE TREATED. -_ PER 5WMW Af.L. SCHEDULE, • T >t4 G. 2'1 - 2X4 PRESSURE �ATED SILL. _ I 7 MIN. EMBEDMIENT _ - `` TA14E1'� 6. VERIFY ALL DIMENSIONS AND FIELD ' -- 1 STOW I 1 •4 VEtT. AT Ib• 04C. = III - '1 I (U M4 CONT. T ' ' ANCHOR BOLTS AT 4'-O' O.G. CONDITIONS. Z IF R Q F.GZUIRED � I OR b MIL. BLAf.K YAP BARRIER IL AND 12' MAX. FROM ENDS. OR P 5UI.E: I. PROVIDE TEMPORARY 04 VMtT. O 10 REQUIRED. UNTIL ALL PERMANENT _ 1600.0. Z 6 MIL. BLACK VS. COt4ECTTONS AID STIFFENINS HAVE I_I m _ < I �� BEEN INSTALLED. / / ^ 1 ' III -f 8. PRc"Im DOUBLE L%&/.IOIST OR BLOGKiNS / 1 • (2) 04 CONT. BOTTOM AT PARTITIONS ABOVE. 4' FEW. - 1 • L FM DRAT �G 1 � 8 4 4• PI:RF. r br r 4. PROVIDE 15"• VENTS SCALE . I• = I'-0• FDl DRAIN SCALE V : I�-O• POUNDATION WITH V4' CORR+OSION RESISTANT WIRE � I S " FDN. NALL 2 PORCH SLA' /�l�N. 10. BEARIN& poov IN VIMENSWN 2X4 PONY WALL„ PROVIDE MIN. 2X4 PRESSURE TREATED SILL 2X6 STUDS AT 16 O.G. (2) 2x4 STUDS • WMATED POINT PLATE W/ V2 DIAMETER 4• BRICK VENEER O/ UNLESS NOTED OTHERIMSE. ANCHOR BOLTS AT W- O.O.G. 51W TYPE 'X' OYM. a ALL 15 I.S. BL.D6. PAPER OR AND 12' MAX FROM ENDS, OR PER � SC.EEDIII.E: COmmm WHO WALLS. AIR INFILTRATION BARRIER ZXb STUDS AT I6 • OTC.. 11. CRA W. SPACE TO B E A M INIMUM OF 19• 1' MIN. O/ SHEATHW6 PEF PLANS T• R -21 BATT. INSULATION BEAMS 61RDER5 WITH HIN. 66 MI BLACK 9/4' T46 PLYV400P SURFER. EXT. 6L.UED AND NAILED. FAGS STAPLED. C40R14*ATEV METAL TIES AT Ib' O.G. 2X4 PRESSURE TREATED SILL VAPOR BARRIER 6ROUND GO'VER LAPPED EACH WAY PLATE W/ I/2 DIAMETER Ir AT SEAMS AND EXTENDED UP • BRICK AND ANCHOR BOLT'S AT 4 -W 04G. FOUNDATION WALL TO SILL PLATE CMU BELOW TO f"L AND 12 MAX. FROM ENDS. OR TYPICAL. 9 2' 0 PER SHEARWAL.L SCHEUU.E: 1 MIN. EMBEDMENT 12. ALL BEM45 TO BE 4x10 SM (SEE SST I aC 4 GONG. SLAB O/ T.Q. STEM WAIL FOR LUMBER STRENGTH UNLESS ENGTH VALUES). UESS 2X FLOOR IST f 6 MIL. VAPOR BARRIER O/ PER 6RADE CONPITIONS NO'TEP 09401411m OR T.41.15 PER PLANS 4 FILL SOLID 6RODT OUL"t FLASHINS 4• CONIC. SLAB 01 b MIL. VAPOR BARRIER O/ 13. ALL POSTS TO BE 4x4 (4xb AT �I fPE OF T.O. SLAB • PORCH 4 6RANA.IIR FILL BEAM SPI-ICES) TYPWAL UNLESS NOTED R-90 Bi4TT. 1: ISULA -- - •--- - -- o (2) 04 HAR • • OTH�SE. TYP a ISOLATED BEAM RUMS. 47 - �) . o CONS. TOP 4 CM 14. Aft. ISOLATED SPREAD FOOTRISf' TO BE Cl 04 B'O GOVT. TOP o 0 0 0 0 o 0 o o - ° T16Nft � L ° o ° 0 0 0 ° o ° o ° o ° o. - 24'524•x10• THICK WTH (?) 04 BA" ° ° A ° o ° o ° o 2 ° - -1 ��, STORM nRAlb�.. } f ° o Q i % ° -^ l BOTTOM EACH WAY UNLESS NOTED • �A.E 6 MIL BLACK VD I I III 1: - I I V 11 _ 4 - � x FOUNDATION f - • I ' 15. FOUNDATION ANCHOR 001.15 REQUIRE A _ 01MIDMON ,f 1 I MINIMUM OF SW.<VW PLATE:104AS ERS. 04 VERT. a I6' O.C. 4 �- 04 VEtT. a Ib• OZ. M R602.11.f � I I (� • : 1 (?) 04 COW. BOTTOM / 1 F (� >� CONT: BOTTOM FOOTING SC ar 11* ,±. 4 • PEiI=. P L 8 k4o L *- SCALE: I• = I' fM SCALE , V 1' a 24 TER X IO' THICK (`�' � w�;Y. 90' DIMMER X 12' THICK 3 HOUSE /GARAGE FDN . �- GARAGE FDN /f3R16K VENEER FRAT4ING AND FOUWATION 9/4• T46 P "40OD SUISMOOR EXT. 6LUED AND NAILED p GONG .. FOOTING WITH R-fa BATT. INSULATION MIN. I'5) s 4 BARS EACH WAY. 2X4 STUDS AT I6' OZ. �` FINS" PER ELEVATION C - I5 L.B. BLDG. PAPER OR AIR INFILTRATION BARRIER O/ SHF.ATH'Nb PBt PLANS 2X4 PRESS TREATED SILL PLATE W/ V2` DIAME TER THICK l GO1JG. ANC HOR BOL T'S AT W-W 0.6 OOTI *4 AR * >BARS. F00TIN05 WITH (5) 4 13 . AND 12* MAX. FROt4 PER 5IEAPYIALL SO4ES Z.- 2X SOLID BLOCKINS Z- FLA5HtN6 r MIN. EP10I3ON4E?IT WOOD TRIM 4 COW. SLAB O/ L ."m FLOOR JOISTS BEAM PER PLANS OPTIONAL 6 ML. � ER O/ OR T-11.5 PER PLANS METAL POST TO BEAM CON EGTOR • N •4 BAR Z PG44 a 4X4 POST C.OKf. TOP t d PG46 a 4X6 POST L :. Z BA� POST POST PER PLANS '� �- - I , STORM DRAI _ IF REGilARISfl ; : I ° ° ° ° ° ° oo °o ° ° ° °r °o�° 0 0 0 0 0 0,. a I f1 r 1 E YL P944 o 4X4 POST PO46 . 4Xb POST 6 MIL. VAPOR BUILDING PAPER TO BE KRAFT KATERPROOF OR MAL_ m n III . 4 I f � I I , - BARRIER T _ „f..16- O.C. ■ - ( 1 ♦' (?} •4 Cow. BOTTOM E / d CONTIIAWUS � SM ISOLATED "Cr. 01), 6 ■ 1,3`!. a OIL STORY EA. N1AY • r DRAM 4' 6 -1 e THYO sTORY SCALE : I• = 1'-O' ISOLATED FT6 NOT TO SCALE T1 I GAL &ARAGE FUN. GONTI NUOU5 FOOTING 4 0 • 28'-0' 6' -0'x 9'-O' GONG. SLAB - SLOPE AWAY FROM BLD 4 9TUB-OUT' 04 REBAR i � • 18' 0.6, TYPICAL q MIN Ox SIL PLATE REG `P PER SH WALL SCIEDUL.E. SEE SHEET 5-1 -- ITI - Ilk iiiiiii PROVI 15"o (SM NO Q h B 8 - 11 / I n ON 2 o 71 Typ 4 a 0 N A 8 STONE VENEER, TYP. 1 I i> r�i �� i�lrlw�lr ■�� ■■ri��►i��sa'>_a;.��lsn f 1 Aid�� v lln � � ; _ �. _8i ■_ �►.�i _ SHEET 5-1. �LAB ON - e �I ■ 4 COWo. SLAB YM 6x6 $10 VOW O f R :111 � 1 t B 8 W -5■ RO. 2' -i 1!2' 20' -01' 26 FOUNDATION VENT GAL05. W4 5F! 150 = 5.6 SF. FOAL VEW READ. 105 / 1144 x .15 = .547 SF. Fist VENT. 5.6 SF./ 541 = 10 FM VEMPr2W INOM Rim TO ■ 5 ■ SHEETS FOR BULLET C TAILS le-I 1/214 6■ ? - b s i I I RECEIM C"CWTtWMA OCT 0 S scFrm s • (D z J D. 00 w li r GI to fim AL6AVE VAIM 4/2L404 ISLE 09 04004 PRa, W. o41f04 i ♦ � f x z NOTE= SPACING BETIMA EN INTE EDIATE 6UAROML. NEMORS TO BE A MAXNWI OF 4' CLEARI SWH1 THAT A SPHERE OF 4' DIAMIETER SHALL NOT PASS THROWN ANY OPENING. BALUSTERS TO CONFORM TO 1RG SEC. 89115 2X4 THRUST BLOCK 2�- 5/8' TYPE 'X' 6YP. W. IBELOW STAIRS (9) 2XI2 STRIWER5 BLOCKING o I- W-SPAN s o WALL G STRINGER BEWiMi STUDS AT TOP AND BOTTOM OF STAIRS • MAIN FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRBCEDEWE OVER SCALED DIMENSIONS 2. PLATE HE1614T q' -0' THIS FLOOR IJ.N.O. S. ALL MAN" TO BE 4x10. DP, 02 UN.EW OTHEi*VX NOTED, CHECK PLAN. 52 WAL.BNT PARALLAM BEAM MAY BE SUB6TITUTEb IN PLACE OF IJEAM5 ! HDRS. 4. BOTTOM OF HEADERS TO BE 6'-S" THIS FLOOR LOILESS NOTED OTHERIMSE. 5. ALL EXTERIOR WN.L5 2x6 WITH R-21 INSU ATIOH U". 6. ALL FRAME NAILING TO SATISFY CHAPTER 6 M BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHE ATHM NAILED WITH IOd AT W O.C. AX*W AND 12' O.C. (FIELD), WILESS NOTED OTHERPASE, TYPICAL. ?. PROVIDE DOUSLE JOISTS OR SL.00K016 WERE PARTITIONS OC JX ABOVE. 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. q. FIRE BLOCKING AT AU. PLUMM" PEW I RATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE PWISHED WITH 5/6' TYPE W GYPSUM BOARD. 11. R DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6' WALLS. USE 0) 2x4 AT 4' WALLS UNLESS NOTED OTHERNSE. 12. FINISH ALL CMLWP VITH SON &YPSW BOARD. I9. AT 6ARA6E USE 516' TYPE 'X' GYP. BD. AT ALL COM b4ON WALLS, ALL CEILING AND ALL EXPOSED BEAMS. 14. PROVIDE 26-6AA E 6ALVAM2ED SHEET METAL F1_ASHINb ABOVE WNIDOWS AND DOORS. (1'YP) LAP BUILDING PAPER OVER. 15 HOLD SIDING 6' ABOVE PO4S EP GRAD!^, TYPICAL.. 16. MNDOM SPGGIFIED ARE WCR. BY= SUMMNT OR EQUAL. U s PER SCHXUL.E C 0M RAGTOR TO VERIFY ALL ROUGH OPENINGS. 17. FASTEN MULTI -LAM 2X BEAMS PER IRC. STANDARDS, CHAPTER 6, TABLE R6029N, TYPICAL 16. HHAWERS AT POSITIVE CGweGTIONS TO BE SIrPSON OR FAWAL.. 14. CEILING JOISTS TO BE 2xb AT 24' O�G, TYPICAL U.N.O. PLAN SHOWS JOIST DIRWTHON. 20. ALL VOIDS TO BE FREJDRAFT BLOCKED PER IRG SEECTION R602B. 21. INSTALL WATER HEATER PER M8T NAEGA, SEE SHEET 1. PROTECT FROM IMPACT PER 2005 W 22. FURNACE TO BE PLACED I6' ABV. FLOOR ON 1 HOUR PUIWAGE PLATFORM W/ (2) 3/4' LAYERS PLYWOOD: PROTECT FROM IMPACT PER 2003 EMC. 25. DOOR 1'JETYE£N HOUSE AND 6ARA6E TO BE 20 MM RATED, SOUP CORE, 116HT PITTING. WITH SELF CLOSURE 24. INSTALL DIR Y@TT FRPL. PER TERMS OF U5TINS AND NFdl a SPEWS. Pm SECTWN Rim I.R.C. 25 PROVIDE CONT: HAM ML. AT STA S A MIN OF I V2' FROM WALL, R139ER TO DETAIL I ON SIFT NO. S. 26. STRAP THE WATER HEATERS AT POINTS WITH IN THE UPPER U3 AND LOPIER 65 OF ITS VLJRTICAL V 41BR;M L.OMER. POW SHALL BE MWMUM 4' ABOVE CONTROLS 27. WALLS WITH 6RFATER THAN 950 PLF A M114MM OF A 9x AT ABUTTING PANEL EDGES AND SELL PLATES. FOR WALLS BETWEEN 350 AND 600 PLF, AN CAVR BOLT SPAGMb HAS BEEN ETSCREASED BY U2 N5E 2x SEE. PLATES. PER R405Jb I.R.C. 26:0 s LOCATIONS OF FLOOR MUSTERS 2q. AM .SMOM DETGCTORS TO BE 110 MOLT WITH BATTERY BACHW, *ff0WONNBGTLBD 90. TUBS AND SHHOWIR. TIRE BLOCKING SCREEN STJDS. LIMIT SHI01M MOM TO 25 GPM WATEiRPROiOF Ir1ALL TO 1"f m 'W ABOVE GRAM RtILET. ALL 61..AZM PfnM. 'TOR /LOVE DRAM RiET TO BE SAFETY 6L.A56 • VAPOR Elownwim sewo &" BD 28 51 . O III -" DINING CARPET 15 5` -'T 1 /0" B 6 3 I GONG. SLAB - SLOPE AWAY FROM BL.D'6 I 8060 VOL VENT 9 V6' W 6W 224E V4 DF" 96' ICBO APPROVED DIR. VENT I FIREPLACE W/ 20' EAMP RAISED HEARTH. MIN 6 W. M. OS. GONG AIR, I VV OPTIONAL T.V. NICHE ABOVE I I I I I *-15/40 ! Y CARPET i I I 5' -61/2" 3' -8' O N ISLAND I 0 O I I - PROVIDE �N. KITCHEN H 5. O O O n REFRI6. 1 13 SPACE --l"' 1 5 I D �I 6 HS. a SEE *21 I -SEE *22 PM= I ' -1 1/2' _ 2'-10 3' -b "A GARAGE 4' CONCRETE SLAB. SLOPE , 4* TO OK DOORS A --------------------- - - - --� 6 ----- _.------------- - ---�- i I I 1 I I I I i I FLOOR CRICKET, TYP. I I I WOW O.It&D_ PL 9 I/8 Sc Iq 1/2' 6LB 24F-Y4 OF/DF PL NO 1 --- - - - -- ML- EE - - ---- - STOKE VETEER L_IIE OF WALL. ABOVE SOFFIT a INSULATE AT CANTILEVER 1/2' I6' -3' RIO. 20' -0' W - 0r SCALE = V4' = 1'-0' 5QUARE FOOTAGE 5UMMARY MAM FLOOR 624 Sr. UPPER FLOOR 1)6 SF. TOTAL F 4SHED AREA . SP. 6/1RAtrsE 414 SP. -1 1 I I p INTER �OI i i I I 4' -4 'U8" I STORAGE N s 1950 5tDL3.16HHT5 60110 TTRR514 ABV LY1�Ci. n 1 A 1 i�m j 0 8 1 - 0 " 6ARA6E 414 SF. i m O m N 0 nl � Hit rime Moum F COMEGT 24 APPROVED- _ A 6 1 I' -OOX 6'3' GONG: SLAB SL�O�PE�Y O i4 O CM0F RMVYEA OCT 05[u; WF Of TCENTEA 0 CD z a J L 2 "o �y Le fig oI4AFTE� AbAYE DATE: gr�c4 o�ITO; PROD •_ o�tHO� 1 `J NOT TO SCALE TYP. INTERIOR STAIR lb f 4 11 FRAMING NOTES 2. PLATE HE16W V -I' THIS FLOOR UNLESS NOTED OTHERMSE. S. ALL HEADERS TO BE 4x10. PP. 42 UHLE86 OTHERWISE NOTED, CHECK PLAN. EGi11IYALENT PARALLAM BEAM MAY BE SUBSTITUPI IN PLACE OF BEAMS i HDR5. 4. BOTTOM OF HEADERS TO BE 6 Im FLOOR UNLESS NOTED OTHERWISE. S. ALL EXTERIOR WALLS 2x6 WITH R-21 INSULATION UNLESS NOTED 10111EM4150. 6. ALL FRAME NAILING TO SATISFY SECTIONS R502j 8602 4 R602 IJW. BLOCK ALL PLYMOOD EDGES AND NAIL WITH 10d AT b' O.C. TYPICAL ALL E Cr. WALLS. 7. PROVIDE DOUBLE JOISTS OR BL0GKIN6 WHERE PARTITIONS OCCUR ABOVE. 8. PROVIDE SOLID BLO ICING OVER SUPPORTS. 4. FIRE BL.OGKIN6 AT ALL PUR40 6 PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8' TYPE 'X' 6YFSUM BOARD. 11. N DENOTES SOLID BEARINS UN IMt CONGENTRATED LOADS USE (2) 2xb AT 6' WALLS. USE (2) 2X4 AT 4' H^IALLS UNLESS NOTED OTHERWISE. 12. FINSH ALL CEILIN65 WITH 5,/8' GYPSUM BOARD. 0 AT 6ARAGE USE SW TYPE 'X' GYP. BD. AT ALL COMMON KALLS, ALL CEILING AND ALL EXPOSM BEAMS. 14. FASTEN MULTI -LAM 2X BEAMS PER M STANDARDS, CHAPTER 6, TABLE R602.9(0, TYPICAL. S. HANSEIRS AT POSITIVE COt3NrCTj0NS TO BE SIM'SON OR EG1UAL- 16. ALL VOIDS TO BE FIREAWAFT BILOGKED PER N%O SECTION 8602.6. 17. PROVIDE GOVT. HANDRAIL AT STAIRS A NNN OF I IW FROM WALL. REFER TO DETAIL I ON SHEET NO. 9. 0. (ds LOCATIONS OF FLOOR REGISTERS 19. UPPER FLOOR FRAM W TO BE II 7/I'!' TJUPRO $60 • MZ' Oz., TYPICAL UNLESS NOTED OTHER44 5i;. PLAN SHIOM DIRGGTM RUN HIM n 2)c SOU e RIM 4 SOFFIT • I OULATE A NOTE: M"M TO ' S ' SHINS FOR BULLET' DETAILS I [)IDLf Is 6 "I" Ar A _31r FACEMID Cff Y OFTUKWIA OC 0 5 iZ4 f t ( q CD CD 4 z Q 0 0 II .lh 2 ox VR I F F4 vat. A�6AVE DAVE: FILE •: 0104 �R 04HO4 1 • e I • UPPER FLOOR FRAMING NOTES I. WRITTEN DIPENSIONS TAKE PRBOEOENGE OVER SCALED ]DIMENSIONS 2. PLATE HEIGHT To Be o =1' THIS FLOOR Wo. S. ALL HEADERS TO BE 4x10 PP. •2. UNA. 4. BOTTOM OF HEADERS TO BE 6'-0" THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL EXTERIOR. WALLS 2x6 WITH R-21 INSULATION U r:56 OTH E MOSS NOTED 6. ALL FRA W NAILING TO SATISFY CHAPTER 6 IRG BLOCK ALL PLYWOOD EDGES ALL EXTERIOR SHEATHING NAILED WIT" IOd AT 6' O-C. (WWJ AND 12' Or,. WIELD). UN1XSS NOTED OrHtRrI15E, TYPICAL.. ?. PROVIDE DOUBLE JOISTS OR SOLID BLOCKING Overt SUPPORTS. 6. FIRE BLOGKMG AT ALL PLUMBING PENETRATIONS. q. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FMISMD WITH 518' TYPE 'X' GYPSS M BOARD. 10. ■ DENOTES SOLID BEARING URAR GONGENTRATED LOADS. USE (2) 2x4 AT 4' WALLS UNLESS OTHERWISE NOTED. II. FINISH ALL CEILINGS VOTH 510' &YPS M BOARD. 12. PROVIDE 26 -OAUOE GALVANIZED SHEET METAL FLASHING ABOVE MOHWOM AND DOORS ('TYPJ LAP BUILDING PAPER OVER 13 M WOWS 5POWFIED ARE W6R. BY SUMMI OR EQUAL. U = PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENING 14. FASTEN t4JLTi -LAM 2x BEAMS PER IRC STANDARDS, CHAPTER 6. TYPWA - 15. CEILING .J01575 TO BE 2x6 AT 24' 0.6,, TYPICAL UXO, PLAN SHOMIS JOIST DIRECTION. 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED FUR [RC, 86011ON 8602.9. YT. ALL TUBS, AND SHOrt` M • FIRE BLOCKINS BETMEEN STUDS. • LIMIT SHIOMER FLOW TO 25 GP.M. • WATERPROOF WALL TO WITHIN 't0' ABOVE DRAIN INLET. • ALL 6LAZING WITM 70' ABOVE DRAIN INLET TO BE SAFETY GLASS. • VAPOR BARRIER BEHIND GYP. BD. 0. ALL SMOKE DETECTORS TO BE 110 VOLT MOTH BATTERY VAGK -UP. INTEIRZONNECiTED. K PROVIDE GOVT. HANDRAIL AT STAIRS A MM OF I V2' FROM WALL„ REFER TO DETAIL N ON SHAT NO. S 20. WALLS MOTH 6REATER THAN 550 PLF RE I IRE A t4N4iJM OF A 9x HISw R AT ABUTTING PANEL EDGES AND SILL PLASM. FOR WALLS BETMIEEN 550 AND 600 PLF, ANCHOR BOLT SPACING HAS 81351 DEGIREASED BY V2 MSE 2x . IR+G, TABU` R6023J. 21. HANGERS AT POSITIVE GOMEGTION TO BE SIMPSO14 OR EQUAL. 22. 0 s LOGAT!ON OF FLOOR R664STERS • 28' -0" 17 III t 5'-6' x 5 SHOr'CR ' -11 i q' -4" 0 0 F -EEM- M I '- Z ACCESS W 10EATHERSTRIPPIN6 I CARPET 5b. �• o f t*IAL.Lj FAN V Tb. 0 10 B 0 I I so�o DasLE VENT cm " I � I I I !" I I I N m" in CARPET ! i N � � (o> I 1[ 5D "*XE I FAN CON , TO APPROV=j24 w- TIMLR AN 0 I YTA. Wj 0 HS. PROVIDE MIN. I \ dill 22"X30" ATTIC I N ACCESS W 10EATHERSTRIPPIN6 I # I •� W -q 1/2" o f •� . .`/. a PER GORE - C m I -, I L r _ CARPET O I * I ! S fi I�SD - - - R! 5 - -- " I 5m 10 B 0 I I so�o DasLE VENT cm " I � I I I !" I I I N m" in CARPET ! i N � � (o> I 1[ 5D "*XE I FAN CON , TO APPROV=j24 w- TIMLR AN 0 I YTA. Wj 0 HS. 28'-0" r LJ in N N —2050 SKYLI6Hfir = O In o L � � N i Q' A 0 1 B � o 1 T\ 13 371 fOF� Crr U 4 0 5 2694 aam lt� 1 3 I ME Em n kW EWA W61 MR m3 ME ME _m —2 � m 0 (D (D z Q J 0 0 w, pill p ie DItAF� AGAVE Fa DATE. Y2VO4 FXE A 04004 PROtI �. o�4+io4 ti r 1' -2 U2` 8 y W -q 1/2" 3' 2" 1'-0" 2' 1/2 - 2 -4 1/6 OPT. NICHE _ CARPET O — 2869 I�SD HS -G I = � to M I > R • 5 Uj' FAN YTA. - - - -- �� m R as — — q Ilf IN-FOLDS '� 1 on IOY BI- FOLDS 6 1 /6" 2' -3` ' -2 5/8 5 A 0 1 5/8' b -- V , - - -- -- 15ORM-2 -- f3c)RM-15 - - -- -- CARPET CARPET � — (Y V , O n O W7R E23 t�R 5040 SLOR 5040 SL OR 5`-3 3/8' S' -1 3/8` 4'-q l /8` L 5' -3 3/8" 28'-0" r LJ in N N —2050 SKYLI6Hfir = O In o L � � N i Q' A 0 1 B � o 1 T\ 13 371 fOF� Crr U 4 0 5 2694 aam lt� 1 3 I ME Em n kW EWA W61 MR m3 ME ME _m —2 � m 0 (D (D z Q J 0 0 w, pill p ie DItAF� AGAVE Fa DATE. Y2VO4 FXE A 04004 PROtI �. o�4+io4 ti )W. SHINGLES O/ IS I.B. FELT 1/2' COX PLYMOOD O/ RAFTERS OR TRUSSES 24 ttYttrt�� -- i SIMPSM HI SEIMIC::�—/ r - ,- (OR TRuss E - �'` _ R-21 BATT ,� r• SCALE a I' s 1' -0' I) PLATE AT ROOF/FLAT ROOF FRAMING NOS I. SHADED AREAS DE M DUMMIY MANN& OVER ROOF FRAMING BELOW. 2. N DENOTES SOLID BEARING UNDER GOWA NIRATED LOADS. S. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BEe 2x8 HF #2 AT 24' O.C. TYPICAL U.N.O. S. ALL TRUSSES TO BE AT 24 TYP9GAL UJIO. 6. PROVIDE ROOF PETITS PER SEC. R&O6 IRC. 1. ROOF PITCH TO BE 6e12, TYPICAL UNLESS OTHEMSE NOTE P. 6 I8 TYPICAL • EAVES 6 6 O TYPICAL a GABLE ENDS, RAKES: q. APPROVED ANCHORS SHALL BE USED AT ALL CONNWTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN 61PDM Tom' (PER MISS Iw~J Wfi7tE APPLICABLE. PROVIDE 'SIMIPSON' HI FRAM M ANC44ORS AT EVERY RAFTER FRUSS AT EA 4H END AND AT 6ABLE END TRUSSES. .- /pillar � - �. ,jla� _,1 • - II. CHIMNEY HEIGHT TO BE 2'-0' MIN. ABOVE ANY PORTION OF >JUILDING WITHIN 10' -0' PER IRG SECTION RIOOIb 12. BRAGIRSe (STICK FRAM AREAS ONLY) • (2) 2x4 UP TO 10' LONG. • (2) 2x6 IV TO 14' LONG. ' (3) 206 OVER I4' LONG. 13. PLATE HEWMTS, ' MAIN MOM V-O', TYP. U!". • UPPER FLOOR 8 TYP. UAO 14. TRE1SSM • CARRY tw ' STAMP. • DO NOT ALTER NIMN 81 LPR4G DEPAI%?t- N APPROVAL. • NSTAL.L. AID BRACE PER MF6�6R. SPEC. • NON-BEARINS M.LS SHALL 8E HELD DOM FROM THE TPJSS BOTTOM CI4ORDS WITH AN APPROVE P FASTENER (SUCH AS SIMPSON STC). 15. CONTRACTOR TO VERIFY LOGATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEMATE BEARING TO FOUWATIOK ral - - , , A . o. M NAIL ROOF SHI:AIM W/ 8D COMINtON • 6' O.0 AT PANES. EP E5 AND AT WALL PLAT FLOG 0" AND O 2 O.0 F18D, TYPICAL Plat IRC R6023J. ROOF FRAMINCG NOTES ' TRUSS EMINE VIRMs FM M R802JOJ TRU56 E3J61imik of RECORD WHO WILL REVEE K APPROVE AM NOTE ON THE DOGUIENTS THAT THEY HAVE MIND TO BE IN 68IERAL C4WOMAMV WITH TIE DESIGN of THE EULIPM THE 83611E'Mt APPROVED DOCA*93tfS NLL THEK Be rofw ARDED To THE Bu1.DING OFFICIAL. FOR REVIB"1 AND APPROVAL PRIOR TO FRAMM BEI°GG1w. CITY APPROVED DOCA*4ENT5 SHALL BE ON THE JOB SITE AT ItE1 TRUSS 1346IlEffCI1146 SHALL INCLUDE SPOCIM MW BRACING . s . t OXO)lf; 1, /A\lkVillllKlNl(9- I ? e ROOF VENT GALLS. PRIMIARY ROOF ARE& 000 SF. / Wo s 460 Sr-. VENTB46 REQV. 460 SP / 2 s 230 SF. % b REQV AT ROOF RID6@5. 200 SF. / (.44x75) : 7 V@AS REDO I NOM REIVR TO ' S • SH EIEM FOR EI LLET DETAES s -37r p4mom CIiYOF flO05.f:4 Aftucec CD CD z 2 m , i PC 0 -2 it I s IE DRAFTM A6AYE DATE: %r.&A04 o rxza, PROM e: rl ff m r COMP. SHINGLES GUTTER TYR W._ i i _ t f � r 2OW SKYLIGHT 2XIO TRIM Cu��f - -- - - - - - -- - - -- -- - -- ----------------------------------- - - - - -� qq Ta F�A SCALE . ELEVATION NOTE5 I. PROVIDE CONTINUOUS METAL 6VTTERS TYPICAL. 2. PROVIDE ROOF %ADM PER IRC SECTION R806J TYPICAL. 5. PROVIDE 6ALVANIZED SHEET METAL M.ASHINS AND C4UNTMt FLASHM AT ALL ROOF PENEIRATM WCWDIN6 GHIM9EY8. 4. REFER TO SECTION RIM IRC. FOR CNMWEY CONSTRUCTIOK 5. PROVIDE hEATFER- STRIPPING AT ALL DOOMS AND KNOONlS CAULK ALL JOINTS AND PENEIRATIONS IN EXTERIOR WALL. 6. ORICK TO BE 9JPP0RTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD FRAMING. 1. FINISFE'D EXTERIOR GRADE TO SLOPE AWAY FROM BU1l.DINS AT A SLOPE OP AT LEAST 296 FOR A MMMJM OF 5 F$T. 8. POST APPROVED NL440ERS OR ADDRESS ON THE DY49.LINS. ADDRESS SHALL SE PLAIN.Y VISIBLE AND LEGIBLE FROM TFE STREET PRONTINS THE GI"ELLIN6. 2'-0• di r� 41/2 4 GE IAKI TYP_ CZPAR n SCALE: I' =I'-w N ROOF BRACKET T.O. PLATE i i ri TA. SUBFLOOR TA. PLATE w TA. StOF rOOR ANT E m ffl E:TI O SCALE . VW = I'-W �GOMP. SHiAiiGl.ES� , CONTINUOU S , GUTTER. TYR • VW = 1 %00 s 0 6:1? x ST L W o RETURN 20a3 PC 0 4 O 1 4 R_ FCOR -its: I? ?r* cfhe 1 i ROO BRACKET; Ve L vue_ cJ.a ==r VENT AM CCAI IT EVM BRACKET. TYP. STRA ew c XJJK4, TYP. I 3YP E VB�, wom CffYOFTLW m A OCT O 5 ,jai pavmagm I IL F at pf b ORAFTM A, 6AVE DATE. q/20/0s FEE b >Fxr. a". PROD os 0411104 L-- L--------------------- i_L-- J ------- L_J SCA<F s #Av s r-of c __ __ __ __ __ __ __ __ __ __ __ ___ __ ___ __ __ __ __ __ __ __ ___ __ ___ __ __ - __ - - - - - - - - -) SCAM 9 V W = r- ocr 45►LAZ S GH�DULE -PLAN 2010A/2 t150 115 - -_ -- Prop glaztncLSl', - 16 -46 - Max. A lortn - y u -value allow -- Proposed glazlnq u- valve -- -- - - - - -- - - -- 150 -- 0.400_ f'Iro �osed doo a -v alu e R -10 -_ cf m -- - AMA n/a OAS nook s. d. nut %g rw tone/ - -- 86"70 -- • - -- vk�yl -- ------- - - - - -- ! - _ cfm cFm -- 33.33 - air transom obv sQd. Summlt . 8630 - vhyl -_ _ _ _ __� -_ -- _5.00 -- 5.00 _b.b�_ - -- 1. - - - 5.00 - - __a family double vent _ summit 8_650_ viral - I 8.00 6 .00 - _4 8.00 ar fam ily doable vent - _5cxrwnit 8 650 v I _ - -- - - - 2.00 -- - - 16 .00 - air powder s _- - Summ - - 8_6_80_ - - - - -- v 1 I _ _._ _8 - 2.0_0 - 4. 00 B.00 r ai r_ eni sldell�ht _ -_ _ SixrJntt 863 _ v�yh __ _ 2 -- - 125 5 12.50 air 5ummtt 86 3_0__ _ vinyl _ _ _ 6.00 100 6.00 air - a ir _ _ nook sldr_ - - - -- - - - �_ It 8650 _ V"l 1_, _ 6 .00 __ 30.00 mstr bath s ldr - - Summit 8650 v . _5 _ 5.00 - 250 -- ' 1250 - - - air -- m str b ath -f ixed - _ -- - _ - - v - IrM�� _ - __ I __ - - 2.50 - -' _- 2.5 air mstr bdrm d bl. ve nt_ 5kNW-it 8650 vtn yl - 500 I 6.00 -- - 2.00 _ 40.00 air stairway fix _ �� It S . 8630 - _ vt l l - 4.00 6.00- _ air flied o entry 8 630 _v11 _ _ 3 _ 2.00 200 1200 air bdrm -4 s r - - -_ -- - - m S " t 8 - 8650 air vl ryl I 5.00 _ 4.00 20.00 bdrm -3 sl 5~ 1 5.00 lr I 1 _ 4 .0 0 _ 20.00 air ldr bdrm -2 s_ - - _ - _ summit gbsp - _ - �� I _ 5. 0_0_ 4. 0_D_ 20. air _ WINOM TOTAL, 1 /2 I/2' I/2• U2' 1 /2 1/2' 1/2• LO _WAMIF. _ _MOO PRAMS -- W. W - _ -- H AREA - GAS upper ba th _ Summit it _ - CUSTOM olu m/tb - I _ 2 .00 300 600 air Smkof1' TOTAL a M __[ 6L AZIN& SAW total fin ished area- 1644 S .P. - total iaz -_ --- - - - - -- - -- g- - �- - ----- - - - - -- - 90JS8 Sly. total v.a: 10440 - - -- of 1646 !K - - -- .. - - - - - - -- - - - - -- - -- - -- - -- -- 0,944 - -- - - - - -- EXHAUST VENTILATION SYSTEM source speclMc exhau ventil 0.35 O s ach -_ r !2 2,933 cfm - sett_ AIR 1 /2w WHOLE HOWSE EXHAUST VENTILATION SYSTEM Gombined use of source speciftc fans as indicated above. Fans Indicated above as being 9^i.H_' 1•0use), are to be connected to an approved 24 hour timer. WSEG OC -CMIST TABLE 6 -2 ELECTRIC RESISTANCE - -- `1 -- CHAPTER 6 P -- - - -- MIN._ -- 100 cfm nuto_na/ t150 115 - -_ -- Prop glaztncLSl', - 16 -46 - Max. A lortn - y u -value allow -- Proposed glazlnq u- valve -- 0,650 _ -- 150 -- Max. d u -value allowed 0.400_ f'Iro �osed doo a -v alu e R -10 -_ cf m no n/a LAi JNDRY 50 cf 10 cfm _ nut %g rw tone/ q WO _. - gt150 62 - _ 115 _ _t - _c fm c fm - 80 150 _ cfm cFm no n/a IS_ _ _ MSTR BAT A.C. 5 0 cfm nutone %g g too 62 _ cf m 80 - cfm -_ no n/a MASTER BATH rwtone/ t80 62 cfrr: 80 cfm no rda MAIN BATH _ - - - -_ - _ 100 cfm nvton%g qt 150 115 ~ cfm - _ - 150 - - cfm WHOLE HOWSE EXHAUST VENTILATION SYSTEM Gombined use of source speciftc fans as indicated above. Fans Indicated above as being 9^i.H_' 1•0use), are to be connected to an approved 24 hour timer. WSEG OC -CMIST TABLE 6 -2 ELECTRIC RESISTANCE - -- `1 -- CHAPTER 6 P -- - -- _ - X_ -- Option n� - - - -- -- -- j _,. gl azh� ailorwd S G_ _ _ 2 1.00 Prop glaztncLSl', - 16 -46 - Max. A lortn - y u -value allow -- Proposed glazlnq u- valve -- 0,650 _ 0.344 Max. d u -value allowed 0.400_ f'Iro �osed doo a -v alu e R -10 2x6 WALL OTHER FUELS -_' _ x CHAPTER 5 TRADE - OFF l Voultod Plroposed Insulation: R-38 cell - _ - Flat cell /attics Exterio nu ll s R -21 House common wal R-21 Floors over urkwoted s R-30 Slab ear knoter R -10 Du In un heated s paces R-8 -- • 4 L L U- w - 0.330 no 0.320 no 0 .350 no 0.350 no 0-cw no _ - 0.320_ no 0.320 no 0.350 no 0,350 no • 0. 320 no 0.350 no 0.320 no 0.320 no 0-350 no 0.350 no 0.3 50 L E U NO 0.40 1.42 1 0.50 4.3 2.00 14.00 2.5 - 3.64 1.00' 1.00 1.00 102.00 2.40 240 • ROOF GONS TRUGTION CEPAR SHAKES • 90r FELT 0"'ORMOMIN • SOLID SHEATHING • RArTERSWROSESICEILIND .JOISTS PER PLAN • R 99 BAIT OR BLOMWIN JNSRJI.ATION MIN. • 6AS HEAT • 518' 61fPSI1M WALL BOARD • CMUN6 1NALL CONSTRUCTION • WIN& PER ELEVATIONS • 150 BUILDING PAPER • 1/2' GDX PLYY40W S}EATHIN6 (OR EQUAL,) • 2x6 STUDS AT I6 • R -21 BATT INSULATION WITH VS FAGS STAPLED. FLOOR CONSTRUCTION • FINISH FLOOR PER PLANS • 9/4• T46 PLYY4000 GLUED AND NAILED • FLOOR JOISTS PER PLAN • R-90 BAIT INSULATION ML OVER UNHEATED AREAS • �ANIAVe • ^ORTP� JOISTS • 6 MIL BLACK VAPOR BARRIER C7 T1�16 I� R -99 FULL BLOY'Od \-ROO 0 INSULATION, TYP. om. • ALL WALt.S TYP, jg HALF 1NAL t_ II 1/8J ` T1/5r.�0 PRO 0 19.2 O.,G. Y'V R-30 BAIT. INSULATION LINE OF SLR- BEYOW 4• CONCRETE SLAB 0/ 4.6 FILL 2 �LY BEYOND 1 .1j 61 ML BLACK V TOP OF PLATE TYP. T.O. SUIWLR. TOP OF PLATE 2X6 STUD W/ R -21 W. MIN. 2x10 FLOOR JOISTS A 24 O.C. W/ R-90 INS. MIN. FOR R ; 2flg5 i� TnP tip PI ATF CM0FTtXCW" OC T 0 ftftaCeM e s z 0 0- ° A gull fl O O rim DRJIFIER cl.wo DATE 9� SGGTION PI�Ord A 0+404 lj pp pppp , r - 6hhh�, z9/Y(2. �O� 1 1 M. �I�id ou NWOM WO> mou uNn" TN 04V ONI N 1 7Qau'mmalMO'W O L 0 OJNI CUIWIW O"I=G Haw NOIO41Wli'id ma"rdoA "WouIM dOMWA ONOLLVIINA 1110 4NVU OQill mW IWLL IOd WO TN dO GOK6'& AW AA NOLY"Wdlft =b%VAS 1 W9M HLIM 9'OWaWOVW NI =M19MUwk W 2IIIV 9NVU M 4L '9WW 28OKL WOW1 .LIM MMUM S MI7'rd Wd NOLLWULOO" Ot WOti A "I MLIWI'W 001=0 W4 OI MW OIM1 d0 MdWAVd �l a O a A O �N ..fir 2 a 0 2�� F r l • �If 3; x1j, I0 IJ IL 0 0. w r r ft • C N I 0 • a 0 rJ 49 40 dw Al 0 T V; •.a H ,J i J" J Y ��1 J• 1 O •y i .11 m ■ i i. i r w m U C T ♦ f / • \ � 'M M@fr 01' NOR PR IS me DwbNe O LIMITIM ING =OR TO C4"TRI4TION FOR CAOMI i►nWrAll! LILT FROM r4W PLAND. TWM PLANS ARC C4ft I#M= IN A6GOMANGC MIITN PRMtAL OTATUTM lWP44 WTIQN DY ANY t4rWOO OF ALL OR PORTIONS OF 7I4M PL MO OR YARU►TIOI* IMEOW MIITMI M Vft"M POWIMON FROM DCS"MMITM ING IS NWOO I,.Y W4NIOI7ID, TRW V"NN AND ALL PRINTS TMmIIROM PWWN TMQ *R0�lRTY OIL Ow" O LIMITRD IN6. 200 t OOA/2 -qqq I 0 0 0 STRUCTURAL NOTES ALL MATERIALS AND WORKhNAN$MIP SHALL CONFORM TO THE REQUIREMENTS OF THE FRAMING DRAWINGS, SPECIFICATIONS, AND THE 2003 INTERNATIONAL BUILDING CODE. ALL FRAIMNG TO COMPLY WITH IBC CHAPTER 23. NAIL SiZES AND SPACING TO CONFORM TO APPLICABLE CODES AND STANDARDS NBC AND NDS (LATEST EDITIONS). ALL TIMBER KILN DRIED. ALL GRADES SHALL CONFORM TO ` WWPA" GRADING RULES FOR WESTERN LUMBER LATEST EDITION. BOLT HEADS AND NUTS " AMERICAN CONCRETE INSTITUTE - ACI 315AC1 3IBAC1 301, ACI 301 BEARING WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL NAILING NOT NOTED AMERICAN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICATION FOR THE DE$M, ON DRAWINGS SHALL CONF'.Okl TO UBC TABLE 23049.1. FABRICATION AND ERECTION OF THE STRUCTURAL STEEL. FOUNDATION PLATES SHALL BE BOLTED TO THE FOUNDATION WITH NO LESS THAN SW NOMINAL AMERICAN WELDING SOCIETY - AWS STRUCTURAL WELDING CODE. x STEEL STRUCTURE PAINTING COUNCIL - SSPC STEEL STRI,ICTURE PAINTING MANUAL. DIAMETER STEEL BOLT EMBEDDED AT LEAST it INTO CONCRETE AND SPACED NO LESS THAN UoS PRODUCT STANDARDS - PS - 1- 14. ( LATEST ADDITION) 48 "APART. Ti -!ERE SHALL BE A MINIMUM OF TWO BOLT$ PER PIECE AND INTHIN 12" FROM EACH INTERNATIONAL BUILDING CODE (IBC), ( 2003 EDITION ). END. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) - ! 2001 EDITION) AT SAWN TIMBER JOIST AREAS : PROVIDE CROSS - BRIDGING PER iBC DIV. III AND NDS, SOLID WESTERN WOOD PRODUCTS ASSOCIATION - WJPA GRADING RULES FOR LUMBER AND BLOCKING AT BEARING POINN40. �OCK AT POINT LOADS - INSTALL BLOCK 465 WITH GRAIN PLYWOOD ORIENTED VERTICALLY. SEE PROVIDE DOUBLE JOISTS UNDER PARTITIONS CABO NER - 212 PNEUMATIC OR MECHANICALLY DRIVEN STAPLES, NAILS, P -NAILS AND PROVIDE SOLID BLOCKING OVER BEARING WALLS AND BEAMS . PROVIDE SOLID BLOCKING UNDER ALLIED FASTENERS. PERPENDICULAR WALLS (U"B.C. 232062 POST AT SPLICE FOR CONTINUOUS BEAMS (CRAWL FRAMING) USE 6X4 DJF. 0 1. STRUCTURAL DEOMN 13 M ACCORDANCE WITH THE LATEST EDITION OF THE ABOVE CODES AND STANDARDS. CONTRACTOR SMALL COMPLY WITH THE LATEST EDITION OF THE ABOVE CODES AND STANDARDS. STRUCTURAL DRAWNGGS SMALL BE USED N CONAMTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND C.ONSTRUCTION.. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRiOR TO CONSTRUCTION. DRAWINGS INDICATES GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOUJN,9IMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER OF THE RECORD. INSPECTION REQUIRED PER UBC SECTION 1093!0 AND SECTION 1101. N ADDITION TO THE REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONRNECTIONS HAVE BEEN COMPLETED IN ,ACCORDANCE WITH THE PLANTS. CONTRACTOR SMALL BE RE835PONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND T14E METHOD, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM T14E WORK, CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED N WRITING TO THE ARCHITECT OR ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SMOM ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. ALL STRUCTURAL. SYSTEMS UJHiCH ARE TO BE COMPOSED.OF COMPONENTS TO BE FIELD ERECTED SMALL BE SUPERVISED BY THE SUPPLIER DURING MANJFACTURNCs, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTION PREPARED BY THE SUPPLIER DESIGN! LOADS ROOF LIVE LOAD 25 P6F. (OHM FACTOR Is=UO) FLOOR LIVE LOAD 40 MOP. STAIR t CORRIDOR LiVE LOAD 60 "F WIND SPEED 85 MPH, EXPOSURE " B ' , WOO O EARTHQUAKE !tu =1.0, SM"C USE GROUP - 1, SITE CLA851FICA!TION = 'D', SEISMIC DESIGN CATEGORY = D, R =65 BUILDING OCCUPANCY CATEGORY -Ii SOILS UNLESS A SOILS INVESTIGATION REPORT BY A QUALIFIED ENGINEER IS PROVIDED ALL FOOTING-5S AND FOUNDATIONS SMALL BEAR ON SOLID , UNDISTURBED FIRM NATURAL EARTH OR COMPACTED SOIL OF 2000 PSF BEARING CAPACITY AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE AND FREE OF OR+CsANIC MATERIALS. F=OOTING AND FOUNDATION EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS AND FREE WATER AT ALL TIMES FOUNDATION SUPPORTED WOOD SMALL EXTEND AT LEAST 6" ABOVE ADJACENT FINISH GRADE. FOUNDATION WALL BACKFILL SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF THE WALL. PROVIDE 4" PERFORATED PIPE FOR ( AS REQUIRED ) SUBSURFACE DRAIiAGE. ALLOWABLE SOIL PRESSURE 2000 PSF QED ASSUMED EQUIV PRESSURE 35 PCF CANTILEVER WALL 55 PCF BASEMENT WALL ASSUMED PASSIVE PRESSURE 200 PSF CONCRETE AND REINIFORCING STEEL NEW iCLEAN AND FREE FROM DIRT -CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM - A615 -16A, GRADE 40. (Na40~ P51J FOR' 4 BARS AND SMALLER, GRADE 60 Qq-60~ PSI) FOR BARS 0 5 AND LA SER REWORCNG SHALL BE CONTINUOUS WITH ALL SPLICES STAGGERED. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTION. PROVIDE ALL HORIZONTAL BARS WITH 2' -6" X 2'- 6' CORNER BARS OF THE SAIiE SIZE AT ALL CORNERS AND WALL INTERSECTIONS ALL STEEL SHALL BE ACCURATELY LOCATED IN THE FOR'" 18 AND SECURED BEFORE AND DURING THE PLACING OF T14E CONCRETE BY THE FORM TIES ADEQUATE TO PREVENT REWOWMEEMENeENiT DISPLACEMENT DEZRNG CONSTRUCTION. PROVIDE C4RNlER BARS TO MATCH HORIZONTAL REINFORCEMENT, WHERE A CONCRETE WALL END DOES NOT INTERSECT ANOTHER WALL, HOOK HORIZONTAL BARS 90 - DEGREES AND PROVIDE A (6) BAR DIAMETER EXTENSION, AT W ALL$ LAP VERTICAL REOFORCEIrENNT 48 DIAMETERS MATH FOOTING DOWELS WELDED WIRE FABRIC SHALL GOWORM TO ASTM -185. LAP FABRIC 1' -0" MN"Al AT SPLICES, LAP BAR REWORCNG 30 DIAMETERS WITH MINIMUM 18' LAP. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. RERTORCNCs STEEL SHALL BE DETAILED (INCLUDING HOOK AND BENS) IN ACCORDANCE WITH ACI 315 AND 318 - (LATEST EDITION). MAXIMUM AREA OF SLAB BEFORE CONTROL OR EXPANSION JOINT : 200 5Q"- C 34TRAoCTOR TO PROVIDE PLAN Wf LOCATIONS OF CONSTIWCTICN t EXPAblS10N JOINT g CONCRETE SLAB 4 TO ARCH. FOR REVIEW PRIOR TO INSTALLATION. CONCRETE SMALL ATTAIN A 28 DAY STRENGTH OF f c AS IDICATED BELOW. CONCRETE SHALL CONFORM TO A`'ERiCAN CONCRETE INSTITUTE STANDARD 301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUiLDNS ". AN AiR ENTRAML -s ADMIXTURE C X4FoR'lWx TO UBG STD 26 -9 SHALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WEATHER PROVIDE 5% - Mw ENTRAFNIED AIR N" IAXRM t MAXIMUM SLUMP SHALL BE 4' AT TI OF PLACING. MIEN SACKS OF CEMENT PER SPECIAL t c CY OF CONGA REQUIRED USE USE 2500 5 NO SLAB ON GRADE it FOUNDATION! A CONCRETE DESIGN MIX MAY BE SUBMITTED FOR APPR30vAL TO TINE ARCHITECT PRIOR TO USEE AS AN ALTER ATIVE TO TI-E CB'1ENT CONTENT NOTED ABOVE CONNRETE PROTECTION (COVER) FOR REINFORCNG STEEL SHALL BE AS FOLLOW: FOOTN36 AND OT1-ER UJr - ORN"ED SURFACES, EARTH FACE 3' FORMED SURFACES EXPOSED TO EARTH OR UI'EATHER 1 -5 BARS OR S& (Yo BARS CR LA.RCsER) 2 • SLABS A%V WALLS (N'TEMOR FACE) 314' BEARING WALLS SMALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH (2)16d NAiLS FACE NAIL DOUBLE TOP PLATES WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAiL PLATE$ WITH (2) 16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MMIMUM 48 INCHES. FACE NAiL BOTTOM PLATE TO FLOOR JOISTS OR 2x SOLID BLOCKING WITH (2) ibd NAILS (FOR SWEARWALLS - SEE SCHEDULE AND NOTES) PER UBC TABLE 2304AL NOT LESS THAN 3 STUDS SHALL BE INSTALLED AT EACH COMER OF AN EXTERIOR WALL. LAP EXTERIOR SHEATHING CONTINUOUS ACROSS END STUD OR PERPENDICULAR WALL. NON - BEARING WALLS SMALL BE MELD AWAY FROM THE TRUSS BOTTOM CHORD WITH APPROVED FASTENERS TO INSURE THAT THE MISS BOTTOM CHORD WILL NOT BEAR ON T14E WALL. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLAN SHALL BE 4 X 8 DF • 2 URTN ONE CRIPPLE AND ONE STUD EACH END FOR OPENING 4' -0' OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENING MORE THAN 4' -0" WIDE. WINDOW OR DOOR OPENING END STUDS CALLED OUT ON PLANS ARE AS FOLLOWS: (U 2X = (1) TRIMMER PLUS I KING STUD. (2) 2X = (2) TRIMMER PLUS i KNG STUD (3) 2X = (3) TRIMMER PLUS 1 KiNG STUD. NAIL STUDS Wl (2)16d a O OTC FOR DOUBLE STUD AND (2) ibd a 8" O.G. EACH SIDE TO THE CENTER STUD. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO STUDS, SPIKE LAMINATED COLUMNS TOGETHER WITH ibd a 6" OiC. STAGGERED. - STRUCTURAL TIMBER 2x DOOR AND ROOF JOISTS HEM -FIR 0 2 Fb = 860 "I 4x BEAMS AND HEADE DOUG-FIFA-ARCM 0 2 Fb = 815 PSI 6x BEAMS AND HEADERS DOUG-FIR/LARCH r2 Fb = 815 PSI COLUMNS DOUG- PIR/LARCH 0 1 Fb = 1300 PSI - GLUED LAMINATED TIMBER LAMINATED TIMBER SHALL CONNFORH TO AITC STANDARDS 111. EACH MEMBER SMALL BEAR AN AITC IDENITFiCATION MARK AND SHAD. BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORIMANCE. STRESS GRADE COMBINATION - SINGLE SPAN 24F -V4/DF (Fb = 2400 PSI, Fv = 190 PSI MN.) STRESS GRADE COMBINATION - CANTILEVER 24F -V8/DF (Fb = 2400 PSI, Fv = 190 PSI MR) STANDARD CAMBER (3500 FT. RADIUS) ONE COAT OF DO SEALER SHALL *BE APPLIED IMMEDIATELY AFTER TRIMMING N EITHER SHOP OR FIELD. - LAMINATED VENEER TIMBER ME TMBERSTRAIND Fb = 2250 PSI Fv = 285 PSI 2141E WS PARALLAM Fb a 2900 PSI Fv = 285 PSI ROOF FRAMING - PROVIDE CONTINUOUS BLACKING FOR RAFTERS AT THE SUPPORTS AND C WS$ BRIDGING AS REQUIRED. PROVIDE BLOCKING AND BRIDGING FOR TRUSSES PER ROOF TRUSSES MANUFACTURER REQUIREMENTS. 'POST DOWN" - 1=VZOVIDE MIN. 6X4 DF. 4 WITH ACE SIMPSON POST CAPS POST TO TOP BEAM AND POST TO POST OR STUDS OR BEAM BELOW (USE ACJACE INVERTED). ��0 • PLYWOOD 514EAT14NG SMALL MEET THE REQUIREMENTS OF T9 4E LATEST EDITION OF 'US. PRODUCT STANDARD PS -I FOR SOFTWOOD PLY10000 . EACH PIECE SHALL BEAR THE APA GRADE TRADEMARK OF THE APA. PLYWOOD ROOF, FLOOR AND WALL SHEATHING TO BE APA RATED SHEATHING PER UBC STANDARDS, UNLESS NOTED OTHERWISE- - -- - ROOF SHEATHING 5/8" CDX (OR 'UI6 055 ) APA RATED PLYWOOD ! 32/16) LAY UP WITH MINIMU11 V8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING - SEE SHEAR SCI- EDULE. FLOOR SHEATHING 3/4" CDX APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL C0WOF31 TO APA SPECFICATiON AFG OL PROVIDE TtG EDGES AT LONG PANEL EDGES. NAILING - SEE SHEAR SCHEDULE EgQOF CONSTRICTION: (COMPOSITION OR CEDAR - PLYWOOD) W` O�SB $MT'l3 LVIS FELT wNIX4 SOLID a OVERRANC,S NAIL PER ROOF SHEATMINCG SCHEDULE (TYP. UNLESS NOTED OTNERIIISE) ROOF CONSTRUCTION (MONIER ROCF TILE - PLYWOOD) MONIER ROOF TILE ON SPACED CEDAR DO BATTENS 5/8' OSE` (32/16) SHT'G ue/30' FEL wM(4 SOLID A OVEFUU S UNiBLOCKED WFACE GRAN I EW END143A.AR TO FRAMING BELOW, STACsGER END JOISTS NAIL PER ROOF SHEATHING SCHEDULE (TYP. UNLESS NOTED OTHERWISE) ALL WOOD PLATES AND BLOCKING N DIRECT CONTACT WITH CONCRETE SHALL. BE PRESS- TREATED WITH A14 APPROVED PRESERVATIVE. P - MR109 !MLL CONSTRUCTION: UNLESS OTHERWISE NOTED. SIDING PER ELEVATION OR BRICK VBNEER PER SEC 9006 (B) ON BU1LDii�N3 PAPER PER IJ5jC 14 -4 W" svWEATHW -2 - SEE PLANTS FOR SWEAR WALL NAILING 2X STUDS a 16 O.C. INSULATION UA= VA PAINT t •rAPCR BARRIER - SEE A ;aCHITECTURAL PLANS V2' GMS PER 2003 IBC TABLE 2306.45 UNLESS NOTED OTHERWISE MISCELLANEOUS MASONRY BRiCK VENEER SHALL BE ANCHORED TO BACKING WALLS i'ER THE UBjG WTH Ilk" GAUGE GALVANIZED SWEET METAL_ ANCHORS MINIMUM ANC1 -10R TIES SHALL BE SPACED 50 AS TO SUPPORT NOT MiORE THAN TWO SQ LIRE FEET OF WALL AREA ANCI`NOR TIES WALL BE SPACED NOT HOSE! THAN 24 OjC PORIZONTALLY NOTATIONS ON GRAWWSS RELATWx TO FPA 1WCs CLIPS, JOIST HANGGERS AND OTHER CONNECTORS MANUFACTURED ED BY TFE SI 1 STRONG -TIE C01"IPA64Y. EQUIVALENT DEVICES BY OTHER 1MANWACTURERS MAY BE SUBSTITUTED, PROVIDED '!FEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACiTMES ABBREv1ATIONIS AS A4CI.IOR IBOLTSV EW EAC14 WAY .ALT ALTERNATE EXT EXTERIOR BLKG BLOCKAG FA FRAMING ANCHOR ON BOUNDARY NAIL - SEE FDN FGUNNDATNON = I` OMWN'F•AL D!AP14 R.AdP6 FJ FLOOOR .!01ST BRCS BEAMING FS FAR SiDE DBL DOUBLE FTfs FOOTING OF DOUGLAS Fit t4 ARCH GA CIAUGE DiA DLAIlETER GALv GALVANIZED E EXISTNCs GILS GLUED LAMV"TE'D BEAM EA EACH HDR HEADER EF EACH FACE WR HANGER EP15M E3"UEDI"@IT HGT HEV-*W EN - EDGE NAIL — SEE VERTK',.4L F INSIDE FACE gN 4 HORIZOWAL DNAPH+Rr4GtM I JST 1 —JOIST w EQUAL OR EQ"ALENT INS hIERIOR ES EACH S MIAX MAXIMS" TYPICAL SNEAK MOTES: 1) ABOVE ALLOWABLE SWEAR CAPACITIES APPLIES FOR 2X FRAMING SPACED NO MORE THAN i6" OiC. (14FI2 OR BETTER) 2) WHERE APA SHEATHIG IS APPLIED ON BOTH FACES OF A WALL AND NAiL SPACING IS LESS THAN 6" OjC. ON EITHER SiDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL 15E 3X NOMINAL AND NAIL$ ON EACH SIDE SHALL BE STAGGERED WHERE ALLOWABLE SWEAR VALUES EXCEED 350 PLF MAIL SPACING 3" OR LESS OR SHEAR WALLS WITH PLYWOOD APPLIED ON EACH SiDE OF STUD WALL) FOUNDATION SILL PLATES AND FRAMING FOR PANEL EDGES SHALL BE 3' NOMINAL. NAILS SHALL BE STAGGERED. (SEE DETAIL '3l) 3) ALL SWEAR WALLS SHALL COMFORI'M TO UBC SECTION 23 REQUIRMENTS NAILS FOR 0813 SHALL BE 8d (UMOJ COMMON NAiLS (8d SHALL HAVE A 0.131" DiAJMETER). APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED SWEAR-WALL NAILING SHALL BE APA RATED SHEATHING OVER 2X STUDS 9 16 OiC WITH 8d COMMON NAILS s 6' 0jC. AT SHEATHING PANEL EDGES AND 12" O.0 AT INTERMEDIATE FRAMING MEMBERS; SHF-AT14MG PANEL EDGES SHALL FALL ON 2X STUDS. 5) ANCHOR BOLTS SHALL BE STANDARD "J- BOLT' UJIT14 A 4d RETUJRN, OR A STANDARD 'L -BOLT' U RT14 Od EXTENSION. A 44OR BOLTS SHALL BE A 36 STEEL OR BETTER MINIMUM CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO WEATt -EiR, W W6E4 E>q*MED TO EARTH. (USC. CHAPTER IS 4 23). ALL ANCHOR BOLTS SHALL HAVE MR 2 THiCK PLATE WASHERS. A$ PLACEMENT NOT MORE THAN 12' AND NOT LESS THAN l BOLT DIAMETERS FROM EACH END OF EACH NDIVIDUAL FOUNDATION SILL PLATE 6A) SHEARIWILLS PARALLEL WITH FRAMING - PROVIDE SINGLE JOIST BELOW 4 TOP OF SNEARWALL - FOR SMEARWALLS W/ PI -2, P2 -4, P2 -3 t P2 -2 PROVIDE DOUBLE JOIST BELOW t TOP OF SWEARWLAL.L 613) SHEAMALLS PERF'ENNDi ILAR TO FRAMING - PROVIDE MK 2x SOLID BLOCKING BELOW t TOP OF SHEARWALL - FOR St- EARWAL.LS W1 PI -2, P2 -4, 192 -3 t P2 -2 PROVIDE DOUBLE SOLID BLOCKING BELOW 4 TOP OF SHEARWIALL 1) DO NOT OVERDRIVE 14AiL INTO S CAT14M FASTENERS SMALL BE DRIVEN FLUSH WITH SURFACE OF SWIEATHING. 8) NAIL 2X4' OR 2X6' SOLE PLATES MINIMUM Wl Ibd AT 12' OL. (UNllJ F'-OR OTHER NAILING SEE SWEAR WALL SCHEDULE. 9) ON EXTERIOR WALLS SHEATHING SHALL LAP RIM JOIST AND TOP PLATE. 10) DOUBLE ALL TOP PLATES AND LAP AT LEAST 48' AT JOINTS W1 8-16d EACH SIDE AND 16d AT NOT CS y� R 1L O-C. (MIN. MAILING PER N$:G TABLE 23049)) ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS- N) PROVIDE MN. TWO STUDS AT HOLDOMN LOCATION. SEE MAN UFAGTUREWS REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDDOW K STRAP AND CONNECTOR FOR PROPER 1NSTALLATkXL PR12VDE BLOGKIKs a MOLDOWNN BETWEEN! STUJDS O RIM OR BLOCKNCs - SEE 1 12) 0 GAUGE STAPLES OR Ox31 DIAML P -NAILS CAN BE USED IN LIEU OF ad COMMONS - ONLY FOR SWEAR WALLS WV MAX ALLOWIABLE SHEAR LESS THAN 350 PLF (DR) AND 321 PLF (MF.) VIERtFY WITH ENGINEER 13) FOR THE ABOVE SHEARNNLALL SCH MILE - 04M PANELS APPLIED OVER U2 OR 5/8' GYPSUiM SWEAT WG MCREASE NAIL SIZE TO 1!x!41. TYP. FOR ALL SH(EARUTALL EXCEPT PI -3, PI -2, P2 -4, P2 -3 (MUST BE APPLIED DIRECTLY OVER FRAMING). 14) AL.TERNATLVELY A35 (SR IPSON CLIP) CAN BE SUBSTITUTED BY LTP4 (SMPSON) WL/ SAME SPACING FOR TLAT' APPLICATION!. INSTALL LTP4 OVER 2x FRAMING FOR SMALL PI -2, P2 -4, P2 -3 t P2 -2 STAGGER A35 ON EACH SIDE OF 05L It" (OBI- BL.KYs) PRfO N40E SOLID BLOCKING a WOLDOWNS ANiD POINT LOADS ABOVE USE O SAME SIZE AS POST OR MULTIPLE STUD5 ABOVE FOR BLOCKING. W>EE3N MULTIPLE STUDS ARE USED, ORIENT GRAINS i/ERTFCALLY. (FOR bXb PiOST ABOVE, USE 4X8 POST BLOCKING • RIM). O RUN POST TO BOTTOM OF FLOOR PL1119001D DIAPIVZ461'i IF'ROVIDE POSITWE C40N ECTION (MTL_ STRAP - MN (2) 0:516 -48 MAL OIS E ON THE OPPOSIK3 FACE OF THE 0THER2 PROVIDE SOLID BIOCKINCs BETWEEN T OF BEAM AND BOTTOM OF O PLYWOD a FLOOR DLAPNRAGM - SEE �j A#3BREVIATIO (COW.) m SHEA WA SCHEDU (VERTICAL DIAPNRAGM) SEE $HEAR NOTES I -14 STD SW T'H+I mr4o lk "1 EN FN MN5G AB SN FA SN 1 NEARSIDE TAB TOP s BOTTOM = NOT TO SCALE T14K 7NlCKl1E56nMwCK OC ON CEMER IN 100"IL CID CWSIDE DIA`ETER TYP TYPICAL Om J IION1 J PLYi1D PLYWOOD Y -. c F PT `v� � 11Q 2 WELDED RERE FAG PLATE WASHER WA/ UTH FEW w u.z �S o�I��Z� RE411311RED SM 6114 LAR . i y i� — gN SWEAR MAIL - SEE Sii VERTiGAI DIAPHRAGM SPEAR WILL 651 -1 Mm GM ONE SIDE 5d COOLER 1 T YES 5/8"048" ibd 012' 16d0I2" - - G1 -4 50" GUS ONE SIDE FOR V?" 4 4 YES 5/8"04W 16d010' A35o36' I&d010" 104 62 G? -1 V2" OM 2 SIDES 6d COOLER T T YES 5/8 "048" 16d06' *d06" - • 62 -4 5/8' CAM 2 SIDES FOR 5/8" 4 4 YES 5/8"048" Ibd05' A35e24" Ibd05' 205 104 P1 -6 V16 OJSBL ONE SIDE 8d COMMON OJ31 DIA 6 V YES 5/98'03' -9' ibd05' A35016" *d04" 339 PLF 241 PLF Pi-4 '!lib' OAS. 8d COMMON 4 1? YES 5/98"03' -4' 16d03" A35012' 16d02" 494 PLF 353 PLF ONE SIDE "I DiA. PI -3 7A6" 0.6a ONE SIDE 9d COMMON 0.131 DIA 3 2 YES 5/98'02' -6' 3X SILL ( 2)164104' A3508' (?) 1641 *4" 631 PLF 455 PLF (ORIOUIS 'iR6' O,SB 8d COMMON ? i? YES 5!8'0 ?y ( ?) "or A3506" OR A36060 833 PLF 595 PLF cl ONE SIDE 0J31 DIA 3X S1l A35012" STAGGERED DBL. RIM z L1L P2 -4 1/16" 0.90 TWO SIDES STAtaGER Od COIMMON 4 1? YES r 5/8 020 (2) A35'5 OR (2) ROWS 1641038 988 PLF 106 PLF S JOINTS 0J31 DIA. 3X SILL 1641'3 (2) A35010' STAGGERED D13L. RIM P2 -3 1/16" O.S.B. 7WO SIDES STAC<IER Od C 3 V YES (2) (2) ROWS 16 M14 PLF 910 PLF owes JOINTS DIA 3X SILL (A350OR �D DBL. RIM 1w O.SB TWO (2) ROWS P2 -2 SIDES STAGGER Od COMMON 2 0 YES 3X OON i(6?d�B (4) A35012" STd03AGGERED 1660 PLF 1190 PLF SHT'G JOINTS DBL. Rill TYPICAL SNEAK MOTES: 1) ABOVE ALLOWABLE SWEAR CAPACITIES APPLIES FOR 2X FRAMING SPACED NO MORE THAN i6" OiC. (14FI2 OR BETTER) 2) WHERE APA SHEATHIG IS APPLIED ON BOTH FACES OF A WALL AND NAiL SPACING IS LESS THAN 6" OjC. ON EITHER SiDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL 15E 3X NOMINAL AND NAIL$ ON EACH SIDE SHALL BE STAGGERED WHERE ALLOWABLE SWEAR VALUES EXCEED 350 PLF MAIL SPACING 3" OR LESS OR SHEAR WALLS WITH PLYWOOD APPLIED ON EACH SiDE OF STUD WALL) FOUNDATION SILL PLATES AND FRAMING FOR PANEL EDGES SHALL BE 3' NOMINAL. NAILS SHALL BE STAGGERED. (SEE DETAIL '3l) 3) ALL SWEAR WALLS SHALL COMFORI'M TO UBC SECTION 23 REQUIRMENTS NAILS FOR 0813 SHALL BE 8d (UMOJ COMMON NAiLS (8d SHALL HAVE A 0.131" DiAJMETER). APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED SWEAR-WALL NAILING SHALL BE APA RATED SHEATHING OVER 2X STUDS 9 16 OiC WITH 8d COMMON NAILS s 6' 0jC. AT SHEATHING PANEL EDGES AND 12" O.0 AT INTERMEDIATE FRAMING MEMBERS; SHF-AT14MG PANEL EDGES SHALL FALL ON 2X STUDS. 5) ANCHOR BOLTS SHALL BE STANDARD "J- BOLT' UJIT14 A 4d RETUJRN, OR A STANDARD 'L -BOLT' U RT14 Od EXTENSION. A 44OR BOLTS SHALL BE A 36 STEEL OR BETTER MINIMUM CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO WEATt -EiR, W W6E4 E>q*MED TO EARTH. (USC. CHAPTER IS 4 23). ALL ANCHOR BOLTS SHALL HAVE MR 2 THiCK PLATE WASHERS. A$ PLACEMENT NOT MORE THAN 12' AND NOT LESS THAN l BOLT DIAMETERS FROM EACH END OF EACH NDIVIDUAL FOUNDATION SILL PLATE 6A) SHEARIWILLS PARALLEL WITH FRAMING - PROVIDE SINGLE JOIST BELOW 4 TOP OF SNEARWALL - FOR SMEARWALLS W/ PI -2, P2 -4, P2 -3 t P2 -2 PROVIDE DOUBLE JOIST BELOW t TOP OF SWEARWLAL.L 613) SHEAMALLS PERF'ENNDi ILAR TO FRAMING - PROVIDE MK 2x SOLID BLOCKING BELOW t TOP OF SHEARWALL - FOR St- EARWAL.LS W1 PI -2, P2 -4, 192 -3 t P2 -2 PROVIDE DOUBLE SOLID BLOCKING BELOW 4 TOP OF SHEARWIALL 1) DO NOT OVERDRIVE 14AiL INTO S CAT14M FASTENERS SMALL BE DRIVEN FLUSH WITH SURFACE OF SWIEATHING. 8) NAIL 2X4' OR 2X6' SOLE PLATES MINIMUM Wl Ibd AT 12' OL. (UNllJ F'-OR OTHER NAILING SEE SWEAR WALL SCHEDULE. 9) ON EXTERIOR WALLS SHEATHING SHALL LAP RIM JOIST AND TOP PLATE. 10) DOUBLE ALL TOP PLATES AND LAP AT LEAST 48' AT JOINTS W1 8-16d EACH SIDE AND 16d AT NOT CS y� R 1L O-C. (MIN. MAILING PER N$:G TABLE 23049)) ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS- N) PROVIDE MN. TWO STUDS AT HOLDOMN LOCATION. SEE MAN UFAGTUREWS REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDDOW K STRAP AND CONNECTOR FOR PROPER 1NSTALLATkXL PR12VDE BLOGKIKs a MOLDOWNN BETWEEN! STUJDS O RIM OR BLOCKNCs - SEE 1 12) 0 GAUGE STAPLES OR Ox31 DIAML P -NAILS CAN BE USED IN LIEU OF ad COMMONS - ONLY FOR SWEAR WALLS WV MAX ALLOWIABLE SHEAR LESS THAN 350 PLF (DR) AND 321 PLF (MF.) VIERtFY WITH ENGINEER 13) FOR THE ABOVE SHEARNNLALL SCH MILE - 04M PANELS APPLIED OVER U2 OR 5/8' GYPSUiM SWEAT WG MCREASE NAIL SIZE TO 1!x!41. TYP. FOR ALL SH(EARUTALL EXCEPT PI -3, PI -2, P2 -4, P2 -3 (MUST BE APPLIED DIRECTLY OVER FRAMING). 14) AL.TERNATLVELY A35 (SR IPSON CLIP) CAN BE SUBSTITUTED BY LTP4 (SMPSON) WL/ SAME SPACING FOR TLAT' APPLICATION!. INSTALL LTP4 OVER 2x FRAMING FOR SMALL PI -2, P2 -4, P2 -3 t P2 -2 STAGGER A35 ON EACH SIDE OF 05L It" (OBI- BL.KYs) PRfO N40E SOLID BLOCKING a WOLDOWNS ANiD POINT LOADS ABOVE USE O SAME SIZE AS POST OR MULTIPLE STUD5 ABOVE FOR BLOCKING. W>EE3N MULTIPLE STUDS ARE USED, ORIENT GRAINS i/ERTFCALLY. (FOR bXb PiOST ABOVE, USE 4X8 POST BLOCKING • RIM). O RUN POST TO BOTTOM OF FLOOR PL1119001D DIAPIVZ461'i IF'ROVIDE POSITWE C40N ECTION (MTL_ STRAP - MN (2) 0:516 -48 MAL OIS E ON THE OPPOSIK3 FACE OF THE 0THER2 PROVIDE SOLID BIOCKINCs BETWEEN T OF BEAM AND BOTTOM OF O PLYWOD a FLOOR DLAPNRAGM - SEE �j A#3BREVIATIO (COW.) m MACHINE BOLT STD STANDARD T'H+I mr4o lk "1 STGR STAWBER MN5G MISCELLANEOUS SIFF STS INNS NEARSIDE TAB TOP s BOTTOM HTS NOT TO SCALE T14K 7NlCKl1E56nMwCK OC ON CEMER IN 100"IL CID CWSIDE DIA`ETER TYP TYPICAL Om ORMNtED STRAND BOARD IION1 UNLESS OTHER111ISE NOTED PLYi1D PLYWOOD VERT VERTICAL PT ERVATIVE TREATED "IF WELDED RERE FAG PWI PLATE WASHER WA/ UTH FEW REOF014CEMENT ivo WITHOUT FEW RE411311RED SM 6114 LAR . i y i� — gN SWEAR MAIL - SEE Sii VERTiGAI DIAPHRAGM SPEAR WILL 4 Is ROOF NAILiNIG SCHEDULE (HORIZONTAL DIAPHRAGM) TYP. ROOF si EATNNCa: '1/16" 058 APA RATED SHEATHING (24/0) EXP. I ExT. BOND IERaA391, RP . LAY UP Ul/ MNIMII4 V8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NNAiLNG SHALL 13E 8d AT 6' OjG,, AT PANEL EDGES AND 12' OTC. AT INTERMEDIATE SUPPORTS PROVIDE EDGE CLIPS s 24" OjC AT ALL UNSUPPORTED 9065119. ALLOWABLE DIAPHRAGM SWEAR = 190X0.93=I42 pit (SEI91 245 p it (WIND) ROOF Dlaekn4GM 15/32• 2x FRAMING - HF. 0 24" O.C. TYPE NAILS DIAPHRAGM SUPP+OR?ED BLOCKED 5MG DESIGN BOUNDARIES EDGES EDGES v ALLOWABLE (B N) (F N) (B E) SEISMIC WIND R1 1041 6 O.C. 6" or 6" O.C. YES 269 PLF 310 PLF R2 lmdd 4 0C 4" OTC. 4 O.C. YES 350 PLF SW FLF R3 10d 25` OL_ 25 OiG. 6 O-C. YES 590 PLF 140 PLF FLOOR NAILiN G SCHEDULE (HORIZONTAL DIAPHRAGM) TYP. FLOOR SHEATHING: 3/4" CDX T4G APA RATED PLYWOOD !48/24) NAILED AND GLUED ADHESIVE SHALL CONFORM TO APA WECIFICATNON A% 01. PROVIDE T4G EDGES AT LONG PANEL EDGES- NAILWG SHAD. BE 10d AT &* 0C. AT PAWL EDGES AND W0' O.G. AT INTERMEDIATE SUPPORTS. ALLOUL45LE DIAPHRAGM SHEAR - 215X062aM plf. FLOOR 0IAFVF-4GM 1 "2 2x FRAMING - HF 0 16" OJC. TYPE NAILS D1APWRA 1 M SUPPORTED BLOCKED BLOCKWx DESIGN BOUNDARIES EDGES EDGES v ALLOWABLE (B N) (F N) (B E) SEISMIC WIND Fl Nld 6" OiC. 6" OZ. 6' oic YES 291 PLF I 46 FLF 1 F2 !mod 4" O jC. 4" OiC. 4" OjC. YES 390 PLF 550 PLF F3 1041 25 OTC. 25 O.C. 6' or_ YES 590 FLF 830 FLF TYPICAL MOTES FOR ROOF 4 FLOOR P APHRArsM WHERE NAILS SPACED 25" AND LESS FRAMING AT ADJOINING PANEL EDGES SHALL BE 3x AND SHALL BE STACD ROOF OR FLOOR PLYWOOD SHALL BE LAID IW FACE GRAN PERIOD'D1C8-AR TO SUPPORTS AND END JOINTS STAGGERED 4' -0'. ALL PLYWOOD SHALL BE INSTALLED PER A lEfdCAN FLYUK)OD ASSOCIATIONS STANDARDS HOLD DOM SCHEDULE: A) SOLiD BLOCKING RIM OR BLOCKING-1 BETWEN T PE WALLS a MOLDOW,N LOCATION - SEE TOP. ALL HOLDOILlPIS. SWEAR PANELS MUST BE NAILED TO HOLDOUIN'S POST (STUD) WITH EN NAILING PER SC41EDUJLE. B) FINGER JOINED STUDS SHALL NOT BE USED AT ANY 14OLDOWN OR LATERAL RESNSTNCs STRAP LOCATION. C) ALL HOLD -DCUN S REFERENCED MAN IJFACIURED BY 'SMPSON STRCNG -TIE COIMPANY, INK' HOLD- DOWNS OF EQUNALENT CAPACITY BY OTHER (USPJ MANUFACTURERS MAY BE USED ALL HOLD- DOOM SHALL BE INSTALLED PER LATEST MANiFACTUIRE" SPECIFICATION (SIMPSSON CATALOG C- 20041. SEE PLANS FOR LOCATION. O WAHD22 - EMBEDED IN CONCRETE, NAIL TO (2) 2X STUD MIN 24 - Vod NAILS- C-616 WL/ (28) Od TO (2) 2x STUDS ABOVE AND BELOW Z (CLEAR SPAN PLUS 36" = TOTAL LENGTH)_ flWVlDE I6' (MIND END LEN GTIA (FOR TOTAL LENIGTH SEE PLANS). O MST48 STRAP TIE - NAIL TO (2) 2X MI DS A80VE AND BELOW WITH (46) lbd NNA:LS. O CMSTCI6 Ull (64) 1641 S13CERSa TO (2) 2x STUDS ABOVE AND BELOW! (CLEAR SPAN PLUS 50` s TOTAL LENCsTH). PRO vIDE 25" END LENNsTN. (FOR TOTAL LE45T14 SEE PLANS) O STHDI4RJ - EMBED IN GONG NAIL TO (2) 2x STUDS i 5 UUTH (38)16d NAILS AVOID SPALLING OF HOi._DOltt! HDBA - USE SSIMS UXT14 24 MM1MM O EMBEDMENT, BOLT TO (3) 2X STUDS WITi•I THREE i:9' DIA. MACRINE BOLTS. O PW0D8 - USE SSTB281W 24' MIN. EMBED. USE SMPSON SM V4 WOOD SSCIZEM INTO (3) 2x STUDS OCT t)b C"YOFTU100A a s 20e4 Mwcmm Z V) o w. e v U p � o � w eS � z a V! Z U 0 LL o w �� { d' . i y i� — M m 0- N z d J JOB NO: 04 -381 DATE: 08/02 /04 DRAIN. BY: TH !REVISED: MEET NO. S 1 OF 3 • Q 0 0 0 I f INTERIOR SHEARWALL " BELOUJ WITH BLOCKING tEXTE1 D WEADER TOP PLATE 2x4 , M-4'- • ivm PAIL.) 8d - 3 OL 1-4 Kew ew • 5 INTERIOR SHEARWALL ABOVE FLOOR JOIST WEAVER - SEF PLAY NAILS TOP PLATE SEE 5 H. MAUL SNEATM TO H• •- . WEAVER 3.Or EA. WAY - Tl'P. Tg (3) 2x STUDS NAIL STUDS W/ I 1 Wd - b• or_ OR 4x4 P09T DF.'1 CONT. WDR ( � A � I .7_1. (2 i! r ) 2x4 BLOCK,04 1 ! 3 Q F 1 ! I 61EAT1 ONEE SIDE 0 (2) 9 ! ! 8d COMMON NABS (2) ROM • 3' Or- 0 PANEL EDGES L A (FOR R' -b') - T7p HOLDOIIN9 FIER PLA4 }. EA. END ITYP.) GARAGE � � 5/8's x W AD. (2 RE ) - > :a -4 CAONT. • C.0W FOIN:.AEiONi w x w CONT ZG: A ALT_ T�.fLJ OF VFRL &5ECTICN ilA SECTION - - AL.TERiATE AT RPi JOIST 9 RIOR SNE AR CULp►R TO F,J. SHEAR WN.L ex B x SNOW FIOLDOUN - SEE PLAN FOR TYPE 2x 8LOCKM AND LOCATION SEE DETAIL 25 0 4 0". REN s•' = AL3 x I®• - FOR SI>E • • _ « SPACWG SEE PLAN NOTE: FOR TYPICAL SHEAR WALLS s WIORIZONTAL DIAPNRAC,M NAILM SEE NOTES FOR 81.106 AND WOL.DO" AND FONT LOADS SEE OOO ON'$' SWEET NOTES FOR FRAHM 2 SHE AR WA s 1 -ouND. WALL (FLOOR JOIST PARALLEL TO tlWLL) SN -S1M WALL. PER PLAN SOLE PLATE SW •.$FEAR WALL FA • FRAHM ANCHOR EN •EDGE NAILWG ON • BOL MARY NAB.NG SN • BOTT / TOP PLATE NAIL.WG IN • FIELD NAIL / SUPPORT EDGES BE • BLOCKED EDGE NAILM 8q1 SIM WALL PER PLAN PLATE sN BE TO BLKYs 151. EN SW EH STUD WALL PER PLAN xE PLATE r- --- -FN U) SW ■ SWEAR WALL FA • FRAHM MaIOR BPI O 2x RRH J019T Q'1 • EDGE NALM ON . BOLMARY NAILM J018T DlAPWE SA SWEAR WALL ON ■ BOTT *TOP PLATE NAILWG FN ■ FELD HAIL / SUPPORT EDGES SW 2x It" JOIST JOIST ALT. CLIP LOCATION BE ■ BLOCKED EDGE NAQMG Ex (SHEAR NOTES 4 14.) 1 a STUD WAIL SK INXIG AS FMCM I 't I I sLL PLATE . W BY FLOOR DIAPH. eu PER PLAN BN. - SILL PLATE • sw STUD WALL F ER PLAN � - I AB w PLATE SOLE PLATE CONCRETE — , �' SRVSON WOLDOIIN - G 4 STEM WALL. 0 CCHCIRET 4 91. 2. 2' 4L 2x BLOCKMG — SEE PLAN FOR TYPE SN PLATE a a EXTERIOR ALL NNA Ls" ttALL BE � ALTER "It S IPM PAW 2B FOOTINCa CJOIStS PAPAL.) IN �IM•i�l�•4M�AI�Y1riAi.Y) SW • SWEAR WALL FA • FRAHM ANCHOR AND LOCATION EN ■ EOGE NAILING BN • BOUNDARY NAIL.NG SN • BOTT / TOP PLATE NAIL 4G FN • FIELD HALL / SUPPORT EDGES $W BE ■ BLOCKED EDGE NAILING STUD WALL FN a BN SEE DETAIL OR 0 4 CONT. REN I JOIST ?x BLKYs OR FLOOR JOIST FLOOR JOIST •` 2x R21 JOIST DIAPI•IRi4M I DIGUl./l4 s1lr OR WwAl.L .' AI3 x I0' - FOR SIZE t NON ST1WCIURAL —.� JOIST • IrFh SPACING SEE PLAN l S ) EN 3 p ALT. CLIP LOCATION FA CC1VG. WALL H X4._0. (SWEAR NOTES 4 14) 3 I I 11 L - SILL PLATE _ $ �>_ F OR ICA 4 140M2CW� E SILL PLATE A • a 1 '49 T N S££ 4 • I 1 V AS WV PLATED -I 1 WASWERS FOR BLK1Cs AND WOLDOWNS AND PONT LOADS SEE 'm I WASWERS : CONCRETE O O® °N 'S' SWEET NOTES FOR 1 =PAL 1NG 1 CONCRETE STEM WI41.L 1 A 4 STEM WALL 2 2' qiw NOTE (ENA H EAR WALL 0 FOUND. WALL SHEARUTALL 9 EXTERIOR ALL NAILM PER USC- 2'31533. NAILS $1 ALL BE PLACED Flo ALTEI "18 SHEAR PATH 1 (FLOOR JOIST PERPErIDICULAR T WALL) IB FOO (JOISTS PERP.) � � 2X �i R Pte � ''� OW . SWEAR WALL EN = EDGE HALM FA . FRAHM AHC M BN • BOUNDARY HAILNG SW ■ SWEAR WALL EN • EDGE NAILM FA • FRAHM ANCHOR ON • BOLMARY NAILNG SW • SFMEAR WALL EN • EDGE HAIL.NG FA . FRAHNG ANCHOR IBM ■ BOtMARY NAILM SN • SOTT / TOP PLATE NAILM, BE • BLOCKED EDGE NAILM FN ■ FIELD NAIL / SUPPORT EDGES SN • BOTT / TOP PLATE NALWs FN • FIELD NAIL / SUPPORT EDGES SN • BOTT / TOP PLATE HALING FN • FIELD NAIL / SUPPORT EDGES BE ■ BLOCKED EDGE NALNG BE • BLOCKED 1aDGE HMLWG SN FLOOR ROOF OR DIAPW. Stu STUD WALL PER PLAN SW of 501.E PLATE SN 811D "LL PER PLAN , % FN SN SOLE PLATE 2x SWEAR NOTES (HEAR 131 LA zz I�1 J 46B) JOIST BAl v • i 2x m" JOIST ex FA JET r 2fi O R FLOm DIAPW EX soft.. RLH FILLER I � .r RAH FA I � egg■ �"r 1 2x BLKra JOIST (SWEAR NOTES a EN EM �B) TOP PLATES A C LIP LOCATION MWEAR NOTES ' FRAH OSIER I TOP PLATES i INTERIOR SHEARWALL " BELOUJ WITH BLOCKING tEXTE1 D WEADER TOP PLATE 2x4 , M-4'- • ivm PAIL.) 8d - 3 OL 1-4 Kew ew • 5 INTERIOR SHEARWALL ABOVE FLOOR JOIST WEAVER - SEF PLAY NAILS TOP PLATE SEE 5 H. MAUL SNEATM TO H• •- . WEAVER 3.Or EA. WAY - Tl'P. Tg (3) 2x STUDS NAIL STUDS W/ I 1 Wd - b• or_ OR 4x4 P09T DF.'1 CONT. WDR ( � A � I .7_1. (2 i! r ) 2x4 BLOCK,04 1 ! 3 Q F 1 ! I 61EAT1 ONEE SIDE 0 (2) 9 ! ! 8d COMMON NABS (2) ROM • 3' Or- 0 PANEL EDGES L A (FOR R' -b') - T7p HOLDOIIN9 FIER PLA4 }. EA. END ITYP.) GARAGE � � 5/8's x W AD. (2 RE ) - > :a -4 CAONT. • C.0W FOIN:.AEiONi w x w CONT ZG: A ALT_ T�.fLJ OF VFRL &5ECTICN ilA SECTION - - AL.TERiATE AT RPi JOIST 9 RIOR SNE AR CULp►R TO F,J. SHEAR WN.L ex B x SNOW FIOLDOUN - SEE PLAN FOR TYPE 2x 8LOCKM AND LOCATION SEE DETAIL 25 0 4 0". REN s•' = AL3 x I®• - FOR SI>E • • _ « SPACWG SEE PLAN NOTE: FOR TYPICAL SHEAR WALLS s WIORIZONTAL DIAPNRAC,M NAILM SEE NOTES FOR 81.106 AND WOL.DO" AND FONT LOADS SEE OOO ON'$' SWEET NOTES FOR FRAHM 2 SHE AR WA s 1 -ouND. WALL (FLOOR JOIST PARALLEL TO tlWLL) SN -S1M WALL. PER PLAN SOLE PLATE SW •.$FEAR WALL FA • FRAHM ANCHOR EN •EDGE NAILWG ON • BOL MARY NAB.NG SN • BOTT / TOP PLATE NAIL.WG IN • FIELD NAIL / SUPPORT EDGES BE • BLOCKED EDGE NAILM 8q1 SIM WALL PER PLAN PLATE sN BE TO BLKYs 151. 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E>'1 � 2x BLK'G AT PAI+IEL 2x MK* AT PANS. ir SPLICE ALTERNATE AT RRH 30157 NOTE mu " NOTE (EI1•k ALL NAIL.NG PER USC. 23633. ALL NAR.WG PER OB.0 ?3533 NAILS _%V" BE P .ACED No ALt W"M 841EAR PATS EX rSHEARWALL NAILS SHALL BE PLACED No ALTERNATE SHEAR PAIN LESS THAN 3JW W FROM PANEL �•S at" 1 O LESS THAN 3/8' IN FROM PANEL EDGE AND 2X HEMBER P TO F.J. EDGE A147 2X MEMBER 501 •SHEAR WALL :SN • 13017 / TOP PLATE NAILM; FA • FRAIt M ANCWiOR FN - FIELD NAIL / SUPPORT EDGES EN • EDGE NAILNG B£ •BLOCKED EDGE HALM ON BOIN2AiRY NAILNG DOL. SUDS • `, T� %.P �� sH ROOF DIAPW�?I1G{'1 NOLDOM 1.610 SN W. o� f ALT. HOL -INM ?.c M. PS" ss"m IN; OR MC40 (STIC") SHOI1N Ie SEE PLAN FOR TYPE AM LOCATION =ri 0 u Q ALT. TALE OF µ 0.) 11 4 COW. A fI' SECTION A -A :K' 1 1 0 - -ROOF TRUSSES 0 2 OG. 0 4HP.iON 'HP CLIP AT W E.4CW� T1aJ'S6 OR RAFTER MOCAZE AT NSIDE OR OUTSDE OF PLATED! 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