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Permit D06-233 - Marsh Residence - New House
MARSH RESIDENCE 15815 47 AV S EXPIRED 01 25 D06 -233 Parcel No.: 2386600015 Address: 15815 47 AV S TUKW Suite No: Tenant: Name: MARSH RESIDENCE Address: 15815 47 AV S, TUKWILA WA doc: IBC - PERMIT City oriTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us Owner: Name: MARSH JAMES J +STEPHANIE L Address: 15815 47TH AV S, TUKWILA WA 98188, 98188 Phone: Contact Person: Name: JAMES MARSH Address: 15849 47 AV S, TUKWILA WA, 98188 Phone: 206 999 -7103 Contractor: Name: OWNER AFFIDAVIT - JAMES J. MARSH Address: , Phone: Contractor License No: DEVELOPMENT PERMIT **continued on next page** Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -233 Issue Date: 09 /29/2006 Permit Expires On: 03/28/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2800 SQ FT SINGLE FAMILY RESIDENCE AND A 1800 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, STORM DRAINAGE AND ACCESS. PROPERTY ON SEPTIC SYSTEM. Value of Construction: $308,008.00 Fees Collected: $4,880.03 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 D06 -233 Printed: 09 -29 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City or/Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Signature: Permit Center Authorized Signature: OA Al— I hereby certify that I have read and ed his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b m ' d with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. --� Date: q' — miv, Print Name: PcnAZ t, J . MP.2Sb4- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. dot: IBC - PERMIT Steve Lancaster, Director Permit Number: D06 -233 Issue Date. 09/29/2006 Permit Expires On: 03/28/2007 Date: 01 D06 -233 Printed: 09 -29 -2006 Parcel No.: 2386600015 Address' 15815 47 AV S TUKW Suite No: Tenant: MARSH RESIDENCE City ordTukwila 1: ** *BUILDING DEPARTMENT CONDITIONS*** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -233 Status: ISSUED Applied Date: 06/16/2006 Issue Date: 09/29/2006 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: 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. 14: 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. 15: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances doc: Conditions D06-233 Printed: 09 -29 -2006 21: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions City Or/ Tukwi1a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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. 16: 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. 17: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: 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). 20: 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. 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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) 25: Adequate ground ladder access to rescue windows shall be provided. 26: Maximum grade for all projects is 15 %. 27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 30: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours In advance. All inspection requests for utility work must also be made 24 hours in advance. 31: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 006 -233 Printed: 09-29 -2006 City OrrTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: ci.tukwila.wa.us 33: Any material spilled onto any street shall be cleaned up immediately. Steven M. Mullet, Mayor Steve Lancaster, Director 32: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 35: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 36: 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. 37: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 38: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Tuming radii shall be a minimum of 5'. 39: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 40: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 41: ***PLANNING DIVISION*** 42: Prior to foundation inspection, the applicant shall submit revised site plans, elevations, and /or both that demonstrate that the proposed structure will meet the maximum height standards of 30 feet within the LDR zone. doc: Conditions **continued on next page ** D06 -233 Printed: 09 -29 -2006 City theTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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. Signature: Print Name: JNW ES J - Mhio-stk doc: Conditions Date: 9 29 -m 6 D06 -233 Printed: 09 -29 -2006 CITY OF TUKWILA Community Devetopmes d partment Public Works Department Permit. Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 Address: 15815 41. ASE S. King Co Assessor's Tax No.: 233&(��� 5 Suite Number: Floor: Tenant Name: J AMES AnD STEPH RN i C2 MAR-54-1- New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: 4P Mr- AS A BO VC Mailing Address: 1513 49 41 T S . k.v 5. TUKW 1 Lk City Name: . J pmW-s M A t2-S H Mailing Address: (5 B 4 9 41 T S - kite S W� 96189, State Zip Day Telephone: 0-040 9 9- — I l 1D a TUKW tLA W 1 9619,P.) City State Zip E -Mail Address: JAIMF.S. kit AVZ614 Q. METROKC.GroV Fax Number: (x) 217- 52.9 GENERAL CONTRACTOR ILOORMATION [ lufortnation'for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) } Company Name: Mailing Address: SELF City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD A11 plans most be wet stamped by Architect otRecord Company Name: At2C N tTECTS Nine - 1 - 14 W Sear Mailing Address: I PS 1 S n 142-N- D PAVE N E �itlit& Contact Person: J? I CI( F� E -Mail Address: 2IC lteke.11-ITECTSIN W 41 rvl ENGTNEER'OF RECORD — All plans'mustbe. stamped by Engineer ofRecor Company Name: _Se I AAA a .1 F, &F-1 - T Mailing Address: 11-9 2.3 M 1 CI TfhVLy Contact Person: g cal t S L.t tS H-T E -Mail Address: Q: Applications Forms-Applications On Line 3- 2006 - Permit Application.doc Revieed: 42006 bh Roan S . City State Zip ICC WondttWiuc Wit 9R City State Zip Day Telephone: (41.5) 485 - 49cZsZ Fax Number: (qa ) 48 3.19,5 85 DEtrTAt Wyk- 9B ES State Zip Day Telephone: (2o.) 94°1 - $2 43. Fax Number: Page I of 6 Valuation of Project (contractor's bid price): $ 2.5(2),(2)¢:o Existing Building Valuation: $ 125 O(7Y7) Scope of Work (please provide detailed information): gEM OJ E Eio S i 1 r�l 4 Ate Atre- 5TPZ UC rovZ E . fEvvtO ice N-Mt_F CC HOUSE LEA-s.1 it i SCOTIA AN° tia EAST CDNele Fnu('.Dt4T (014 Cor4ST(2vcY NEIN WvnE.- Will there be new rack storage? ❑ .. Yes lit(No (If yes, a separate permit and plan submittal will be required) IProvidiA11 wilding Arca iii Square Footage ?Floor 2 Floor 3 Floor Floors asement .:.. Accessory Structure* hed Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered k Existing ce 307) Interi©r' Remodel. Addition t4-. Exisliag ..:`. 8trticttire - 1100) ►t cow v8 V -7 v -� R -3 2 -3 a -3 PLANNING DIVISION: 0 Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 23-G8 / 'For an Accessory dwelling, provide the following: Lot Area (sq ft): 13 452 Floor area of principal dwelling: 31 S 5 Floor area for accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2- Compact: Handicap: Will there be a change in use? ❑ .... Yes If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm Q:\Appliation,Wonn,- Appliations On LineV -2006 - Permit Application.doc Revised: 4-2006 bh ..None I6 • per (specify) Flee- 1- tYDte.I.IT Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes 0!No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC STEM: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Scope of Work (please provide detailed inittimation): Fn2 1/404e i VE W A�j A CCESS� Water District ❑.. wila ❑...Water District #I25 [L .. W Later Availability Provided LIC: WORKS PERMIT INFORMATION - 206-433-0179 R Ern ODG —t_. E's ISen ' DQ VE WP r Sewer District ❑ ...Tukwila ❑...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. (IVue [ ewer Availability Provided Subpritted with Application (mark boxes which minty): [tj wit Plans (Maximum Paper Size - 22" x 34 ") ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑. Right-of -way Use - Nonprofit for less than 72 hours ( .Rightof -way Use - No Disturbance ❑...Cons[ ruction /Excavation/Fill- Rightof -way Non Right -of -way Ye I oral Cut 15 ..Total Fill - 75 cubic yards cubic yards ❑..,Sanitary Side Sewer ❑ .. Cap or Remove Utilities [vr...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑...Permanent Water Meter Size... '$ " ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public _ ❑• ltd• a f t Q:v pplcation wmnehpptknion. On Line \3 -2006. Pail Ayyaruion.dot Revisal: 42006 bh Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . urb Cut . Pavement Cut . Looped Fire Line Private Private Highline ❑..3onton ❑...Seattle Approved Septic Plans Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Renton ❑...Traffic Impact Analysis 0... Hold Harmless - (SAO) ❑...Hold Harmless - (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. rench Excavation B.. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: ifl'AES $ 9TE91iAd•t)fe Mailing Address: I 5 '2,45 4 Number of Public Fire Hydrant(s) ❑...Sewage Treatment MAt2SYF Avs S. Day Telephone: (Lao )9q q - /103 Uwt�►F wI� 981 City State Zip Water Meter Refund/Billine: Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit Type:.. _ Qty ..Unit Type:, Qty.::Unit;TYpe: "" Qty .BoilprjCom °:qty Fumace<I00K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU 1 Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 2 Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent 1 Hood and Duct 1 Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: - co et DE 1 N F.. t Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid price): S 4egiti ( 0 l ctb Scope of Work (please provide detailed information): 5 E E PLAN 5 Use: Residential: New ....Q Replacement.... Commercial: New ....0 Replacement ....❑ Fuel Type: Electric Gas....[' Other: Indicate type of mechanical work being installed and the quantity below: Q: Upplicetione\Fonne- Applications On LinM3 -2006 - Permit Appliation.doc Revised. 4-2006 bh PAC'TE Al (Thee ruwtcm Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 3 Drinking fountain or water cooler (per head) - Wash fountain to Gas piping outlets Bidet Food-waste grinder, commercial Receptor, indirect waste Clothes washer, domestic I Floor drain 5 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain 1 Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) I Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PCUMBING:AND tAs1.nPiNrq RMIT INFORMATION 2067431 - 570, PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: To e.& D GrreamiNGO Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid price): $ 1�k r 6000 Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Applications \ Fomm-Applicetions Cle Liak63-2006 - Permit Application.doe Reeled: 4-2006 Mi City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 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. 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: attic Print Name JA? ES J . MARSI4 Signature: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). Mailing Address: ISR49 41 Tµ NV& S • Date Application Expires: I Date Application Accepted: (�4la —pia Q:AAppliutiondFomu- Applications On Linty3006 - Permit Application doc Revised: 4 -2006 bh Date: Lo — I I - (1)43 Day Telephone: (to TUKW 1 I-Pt WA 98185 City State Zip Staff.Fnytials: Page 6 of 6 Parcel No.: 2386600015 Address: 15815 47 AV S TUKW Suite No: Applicant: MARSH RESIDENCE Receipt No.: R06 -01536 Payment Amount: 2,798.44 Initials: JEM Payment Date: 09/29/2006 11:46 AM User ID: 1165 Balance: $0.00 Payee: JAMES J. MARSH TRANSACTION LIST: Type Amount Payment Check 6218 2,798.44 ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Method. Description BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code 000/322.100 000/342.400 000/342.400 000/386.904 RECEIPT Permit Number: D06 -233 Status: APPROVED Applied Date: 06/16/2006 Issue Date: 2,682.44 23.50 88.00 4.50 Total: 2,798.44 0244 09/29 9716 TOTAL 2798.44 doc: Receipt Printed: 09-29 -2006 RECEIPT NO: R06 -00884 Initials: BLH User ID: ADMIN Payee: TAMES MARSH SET ID: S000000507 SET TRANSACTIONS: Set Member 'D06 -233 2,081.59 M06 -134 47.92 PG06 -070 44.50 TOTAL: 2,174.01 ACCOUNT ITEM LIST: Description PLAN CHECK - RE5 PW BASE APPLICATION FEE PW PLAN REVIEW ` City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Amount SET RECEIPT Payment Date: 06/16/2006 Total Payment: 2,174.01 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type - Method Descripti Amount Payment Check 6181 2,174.01 TOTAL: 2,174.01 Account Code Current Pmts 000/345.830 1,836.01 000/322.100 250.00 000/345.830 88.00 TOTAL: 2,174.01 6573 06/19 1716 TOTAL 2252 .25 Steven Al. Mullet, Mayor Steve Lancaster, Director �v COMMENTS: Type of Inspection: t . ,,Lf c r w; I I T-A-lk U.j: rti 8 JW'i /{ Jpec '41 :l< !fir e 4 4 i/ rC� i1/d1 7-U f3 , n s , Te cr A ,V O - ( - . ! Se; 41 /cm - e v„�, Q I i S i-iini 1 I, 2 r(_,4 -01 6 O - / ' (or ( $ ✓ 5 /L. /e4 • fi i i 5 Fell o,e01 TU (fie_ lett- 1. I., IJr `f ff F1 re 447,frte r Vl tf A01 ^4 ems n Al LT. OcA(el A ) 5 ?v ` 4 -A-1( hr Tit a5e I Aft! orDAS Project: ! Type of Inspection: t y{ Add'e: Is all aV s ,,.�{1 Date Called: Special Instructions: Date Wanted: a.m. 2 - Z( - o8 , Requester: Phone No: 4 11- 9 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspectof:Th t 1_006 -13 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Dat - 2 1 - o8_ $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENT& p A /141-4 I i w- C N1/44 fr c & 1 - 9 p ` OAAAre-tac.? ie.() km/ H cu-c-i". ti @ 5-0 .e„,ri i 9-x.4' {•1 4 it. -kT40. '4t.. '(itov e crf a - : •; . S I-hrw P ./ �t �. ,,tom -. ALA) w sit& co- o k PA, e it 0.,- -4 - S c c--( tL Fe b t'Q Q- 0 Aide W d (I 1 Phone tr t y f i . 2A 6 ), I Projeg:,t _ /, 1. Type of Inspection: s n Addre ( c k) ^ w c / ! C Date Called: o I / Special Instructions: Date Wanted: 7/ a.m. 2� ( J� p.m. Requester: Il AlL,`�„t Phone tr t y f i . 2A 6 ), I Approved per applicable codes. Dab -l' 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 Corrections required prior to approval. Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 Project: <) 1� �. —�7'j / Type of Iaspectiotr. CC / f'i 2 / A / r Address: j 7f3 y )+nuS Date Called: / / // Special Instructions: Date WannSed: C t, / U / P.m. ,/p .m. Requester: Phone No: ■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 t 6)431 -36 q0 proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspect 0 REINSPECT1ON FEE R UIRED. P ' r o inspection, fee must be - at 6300 Southcenter Blvd Suite 10 Call the schedule reinspection. (Recei • t No.: 'Date: Date: 4.4-ne Project: Mg P5W Type of Inspection: c ell /3 Address: /58/5 /7,9v S Date Called: Special Instructions: Date Wanted: 6 — / -0 �7 a. Requester: Phone No: c9 7 INSPECTION RECORD Retain a copy with permit IN •N NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.36p0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: .00 REIN SPECTION F E REQUIRED. P$ ' or o inspection, fee must be id at 6300 Southcenter tvd.. Suite 109 Call the schedule reinspection. 'Receipt No.: (Date (Date: D06 - 2? 3 PER Project: f74 yS17 Is • Type of Inspection: A 7iti.6z7/ Address: _ /5 9/s z /7gu S Date Called: Special Instructions: Date Wanted: 0a.m. p.m. S 2 2 ' Requester: Phone No: ,.y�.� ,--2e1 -'7 �/9 - 714 INSPECTION RECORD Retain a copy with permit INSPECTION • CITY OF TUKWILA BUILDING DIVISIO Nati 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Date: 07 .00 REINSPECTION • E REQUIRED. rior o inspection, fee must be aid at 6300 Southcente = lvd.. Suite 1 0. Call the schedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. Project: 4 74,-51f ,&°s ' Type of Inspection: 409 // T ; /7,JlQ4 Address: /..5 i 7 .nd 5 Date Called: — Special Instructions: Date Wanted: n. CIF '6.m• Requester: Phone No: , - '9 % - 7io 3 INSPECTION RECORD Retain a copy with permit INS NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. 206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: WNW i. .tS.r .• A. w A r nspecto 'Date — — Z 2 cT� REINSPECTION ❑ REQUIRED. ' 'or o inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. I Rec -ipt No.: (Date: C OMMENTS: a stijlr / % ln;sli� Atex7 lo / a Can 41�// / Address: /c7/5 4/7 4, r f?-la,/ l , ,4r - (yam //c,/ Special Instructions: Date Wanted: S- 2/ -d'7 �� `� )7)-/- 4i 7 /nom t ,i /!1 %HO. e Prz /-0- /;y i // U h!,4 -- / ) 7 e /.1 /I n Project: / '? s ,r }'d " Ren - p —a Type of Inspection: // oo( Gd. Hl a 4 Address: /c7/5 4/7 4, r Date Called: Special Instructions: Date Wanted: S- 2/ -d'7 a,m. p- Requester: Phone Nq - 9'fQ- WD, /5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 31 - 367 S 9orrections required prior to approval. Inspector: I Date:: 2/ v7 0 $58.00 REINS - ON FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.: !Date: Project: 7/175A Type of Inspection: A77/1g /in/ b Address: /S — B /S «> it2 « S Date Called: Special Instructions: Date Wanted: � —U ,� ,a,�.m`` . C ' Requester: Phone 04 g5' - 7/d 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /) /G 23 PERMIT NO. (206)431 -36 IKI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r' J/tvCi2 S 41 /n/reri -,/ts - 67,44 (� c t 70 AdVf2 Inspe r: s�yu� 1 Date :. — t .t. -i /t2. 5 — r _ cr) 00 REINSPECTION FEE REQUIRED. Pii a inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: t COMMENTS: C� /Q %N✓ it, ‘7,4 _ a' %S 6 4 ,,e' - /7 7 • S s ,mot A/ // /4, /7. S'te, Cl/v NNPLrv/ /�eif / T/3) ' /6id 7 Am V v 2 ¢/ o i7 c -vii - /- 26,s ), /r S.4r.,G /C /ca /, j 7F-, /taw. /,3) 9A:n/otNR cif sr u,•9 i1 " �5 „"5 ca! 6/are /c_ r 1 - 2 ( 1 ! 1 4 f /2,4, )'5 1. / 1(0 4; / i. 14...-7:n1,44-124` ( ( Project: Type of Inspection: Pi ,9/7 s,' 2 .-s i /7/77/A(1 Address: Date Called: /S 8 /. 1 / 7Au S Special Instructions: Date Wanted: a.m. _1 //' m. Requester: P aG — Ste 7/0 3 C /3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. g r: ty"- 7 ) INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: S — //'07 PERMIT NO. 0 REINSPECTION FEE REfll1IRED. Prior o inspection. fee must be pa at 6300 Southcenter Blvdd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: C /3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. g r: ty"- 7 ) INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: S — //'07 PERMIT NO. 0 REINSPECTION FEE REfll1IRED. Prior o inspection. fee must be pa at 6300 Southcenter Blvdd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: COMMENTS: Type of ins pectio n: 44 nay ieet / - gem? h -iru 'undo Address: /5B /S 1 0 no C Date Called: Special Instructions: Date Wanted: —5 — / — 0 7 a.m. �¢m Requester: Phone No: ,.ZB 6 - 959 - 7Jd .? Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) E' /eelf✓ / A nth - :i-u- ti,(idG& 44 nay ieet / - gem? h -iru 'undo 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 In Receipt No.: Date: 5 / C b REINSPECTId4 FEE REQUIR D. Prior to inspection, fee must be L Id at 6300 Southcen er Blvd., Sui 100. Call to sechedule reinspection. Date: : Do 6 -233 PERM 1 41 . (2D6)43 -3( Project: / Type of Inspection: 4/C? t s44 ,► 44, Address: / / 5 / 9 31 94a S. Date Called: Speciati Fns ructions: Date Wanted: 3 -9-07 , �a.m. ',�� Requester: Phone No: 2 'o- ? /9-‘7Z-Y, /I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: A 4 / ' t - /1S &6 > `Y.� f44,/, 1/1 /a • / i ' 1+/ OM � Y d, _ . jr - ri $58.04 • EINSPECTION F 3 REQUIR' r Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: n "2 Re° s. Type of Inspection: \ RAO S ,ir4 - /hr Address: 15S' 5 4 7 4u 5 Date Called: J Special Instructions: Date Wanted: 7 — Z7 - a Ca.m. p Requester: Phone No: 206 -6 /5 - 473L prior to approval. 4 pproved per applicable codes. Corrections required COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit 2.� Dac -23 3 PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2r6 43 -3 Date: Z - Z $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: Project: /t�44 Tye f Inspection: i t /h 1/ J /- 5� Address: � 7 � / I� Date Called: Special structretis: - Date W anted: /— 141-79i Requester: Phone No: Inspecto INSPECTI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit 06) 1 367 Date: y -7 C] $58. EINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: M 6 1/4)1/4.0—k RPM - Type of Inspection: S 1 a.,. (N Address: p,1c5 / '1 Au (' "� Date Called: Speci4lnstructions: Date Wanted: `— a.m. IS—CD-7 P.m. Requester: Phone No 01 0 C, -gciq -7)U""') .;INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3E7 COMMENTS: 1 Cv T J a t4 1.,- o4- ei „ Pt q 2 p Gtr► ? Skaa (A) 41, 4/ c./ <11-- Cel e N'1 1 S F . , A/4 7 7 c D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. f lj ]'0 REINSPECTION F REQUIRE I. • 'or to Inspection, fee must be at 6300 Southcenter B d., Suite 100. Call to sechedule reinspection. Project: /V,QrS /r Type of Inspection: ( /A/ri/ S. \.., Address: /. 56 /j 9? "0 e 5 Date Called: Special Instructions: Date Wanted: /,2 — /— O G a.m . m. Requester: Phone No: 0206 — 677 / INSPE• ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: AA w 41 a-( IDat - Ins edgy gtovi 1 8.00 N FEE RE 0 REINSPECT( Q UIRE. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: tx Approved per applicable codes. Corrections required prior to approval. ! _+ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $58.00 REINSPECTIO!! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: INSPECTION RECORD Retain a copy with permit L» %23 Project: Type of Inspection: )!- Address: /5 ( 7 7<1v Date Called: Special Instructions: Date Wanted: // �S.m. / 4 / -e) G F.m- l ester: Phone No: X OC, -- S SS - 7/63 L C Appuayed per applicable codes. Corrections required prior to approval. COMMENTS: Inspec /74 ^ - » ^ tt IDaty, `' / /R INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $58.00 REINSPECTIO!! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: INSPECTION RECORD Retain a copy with permit L» %23 Project: - 1/i/l11 -RS 1-I- Type of Inspection: t vu •vdi P 4 Address: 15 81 t L(7 A-Li S Date Called: Special Instructions: - Date Wanted: a.m. 11-2--o(.2 () Requester: Phone No: zs3 —Z6 _o L INSPECTION RECORD Retain a copy with permit INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doc,-Z3 5 PERMIT NO. (206)441 -$670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e tor: Receipt No.: A . JCt.r I Dar% � z la ( I $58.00 REINSPECTg7N FEE REQUIJ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitttte 100. Call to sechedule reinspection. !Date: Project: A r5 Al. /2r S Type of Inspection: Fv, -'9 ii V 6.61,4 e / Address: /'F3 /s 4 /7nu S Date Called: ( tt/IR s Al./07` r/ � .A Special Instructions: Date Wanted N—.2-- °L a.tt. C p.m• Requester: Phone No: OP. 2S3- 2 L / -013 ( Approved per applicable codes. t NCorrections required prior to approval. — COMMENTS: ( tt/IR s Al./07` r/ � .A 2 fj 0 /(/ d s N50 4 i/ it/s .07,4IN -zit/. ( a e)— .7w -e 3a°3 • or: M�-z ua/ 1, Date: ar� />— z INSPECTION RECORD Retain a copy with permit INSP$CTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .Lb G z33 PERMIT N (206)(131 -3670 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce er Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: N 'A / el. 4 Type of Inspection: 2- 7 ro- „/ ,(rr, e Address: r Date Calle•: Special Instructions: ' Date Wanted: ,,.�/ /0-1--W- vb a. , p.m. Requester: Phone No: 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION x'-33 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43143470 Approved per applicable codes. orrections required prior to approval. COMMENTS: /N 512'0/r6)f Date: atral t 58.00 REINS ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 • - thcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Project: "n4 SW /ors Type of Inspection: ~✓ 4 , pent-7 Ea,bt-/ //CM/ Address: /.)81.5 4 /7 40 5 Date Called: . Special Instructions: Date Wanted: �/ / -'- bL p.m. equester: Fe lone No. oa 4) 94 9 — 7/o 3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X06 - 3 PE IT NO. 6)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sv /4/F7 , O /shd / ri £8.00 REINSPE ON F REQUIRED. • or to inspection, fee must be r aid at 6300 Southcenter Blvd., Suite 110. Call to sechedule reinspection. (Receipt No.: 'Date: Project: niesH let 55 �CNCr✓ Type of Inspection: 22s c are Address: 15%15 Suite #: f. y A v S .. Contact Person: ..rne s /)/A -AsAi Special Instructions: Occupancy Type: Phone No.: 206 ZVS. 751, Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: - Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 proved per applicable codes. COMMENTS: f7;414-c_. — OIL .s Inspector: idle. 41 17- INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 Date: 7/21/0g D06 - Z33 PERMIT NUMBERS n Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 File: D06 -233 35mm Drawing #1 REV iSIC N. FILE COPY Pearl.. I No �]L.AN M3843A3F -0DB t Roof Roof w/ tile Floor Floor w/ Gyperete Ceiling Deck Exterior Cantilevered Balcony Interior Partition Exterior Partition Roof = Floor = Architects Northwest Job No. 060035 NOTE: This stamp applies to the members and assemblies described in these calculations, and are only valid if they have been wet stamped. BEAM CALCULATIONS FOR TO BE3BUILT IN t TUKWILA, WASHINGTON FOR MARSH RESIDENCE LOADING 15 PSF Dead Load + 25 PSF Dead Load + 10 PSF Dead Load + 24 PSF Dead Load + 5 PSF Dead Load + 5 PSF Dead Load + 10 PSF Dead Load + DEFLECTION 1/240 Live Load, 1/180 Total Load 1/360 Live Load, 1/240 Total Load 25 PSF Live Load 25 PSF Live Load 40 PSF Live Load 40 PSF Live Load 10 PSF Live Load 40 PSF Live Load 60 PSF Live Load RECEIVED CITY OFTUKWILA JUN 3 0 2006 PERMITCENTER REVIEWED FOR CODE COMPLIANCE SEP 2 8 2006 Gityl b f Tukwila #IJIIAI�IrI ^, DIVISION 40 PSF 50 PSF 50 PSF 64 PSF 15 PSF 45 PSF 70 PSF = 07 PSF = INVGt1 LTR# DiU10 - 0 5/ 1 9/ 0 6 504B EGI TER F WA INGTON ARCHITECTS NORTHWEST, Inc. 18915 142 " Avenue NE Suite 100 Woodinville, WA 98072 (425) 485 -4900 FAX (425) 487 -6585 www.ArchitectsN W.com Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:40 PM Project: M3843A3F -ODB - Location: DECK BEAMS Summary: 5.125 IN x 15.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 303.9% Controlling Factor: Section Modulus / Depth Required 8.6 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= 2520 LB Dead Load: DL -Rxn= 652 LB Total Load: TL -Rxn= 3172 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.95 IN Camber Regd.: C= 0.03 IN Beam Data: Span: L= Unbraced Length -Top of Beam:. Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Floor Loading: Floor Live Load -Side One: LL1= 70.0 PSF Floor Dead Load -Side One: DL1= 15.0 PSF Tributary Width -Side One: TW1= 0.0 FT Floor Live Load -Side Two: LL2= 70.0 PSF Floor Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two:. TW2= 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 420 PLF Beam Self Weight: BSW= 19 PLF Beam Total Dead Load: wD= 109 PLF Total Maximum Load: wT= 529 PLF Properties For 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2400 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 FV: Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PS M= 9516 FT -LB V= 2538 LB Sreq= 47.58 S= 192.19 Areq= 15.86 A= 76.88 Ireq= 272.12 1= 1441.41 0.02 IN 0.08 IN = L/1907 0.10 IN = U1515 12.0 FT 0.0 FT 360 240 1.5 X DLD N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beamf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:41 PM Project: M3843A3F -ODB - Location: FAMILY RM HDR Summary: 3.125 IN x 12.0 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 77.0% Controlling Factor: Section Modulus / Depth Required 9.21 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.09 IN = U1055 Total Load; TLD= 0.12 IN = U797 Reactions (Each End): Live Load: LL -Rxn= 3200 LB Dead Load: DL -Rxn= 1036 LB Total Load: TL -Rxn= 4236 LB Bearing Length Required (Beam only, support capacity not checked): BL= 2 09 IN Camber Regd.: C= 0.04 IN Beam Data: Span: L= 8.0 FT Unbraced Length -Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 360 Camber Adjustment Factor CAF= 1.5 X DLD Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 10.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: D12= 10.0 PSF Tributary Width -Side Two: TW2= 10.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 800 PLF Beam Self Weight: BSW= 9 PLF Beam Total Dead Load: wD= 259 PLF Total Maximum Load: wT= 1059 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Fc perp= 650 PSI Fb_cpr= 1850 PSI Fb'= 2400 PSI Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 FV: Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of inertia (Deflection): Fv'= 240 PSI M= 8473 FT -LB V= 3220 LB Sreq= 42.36 S= 75.00 Areq= 20.12 A= 37.50 ireq= 203.32 1= 450.00 N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:42 PM Project: M3843A3F -ODB - Location: GARAGE CENTER BM 2 Summary: 5.125 IN x 18.0 IN x 20.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 33.4% Controlling Factor: Moment of Inertia / Depth Required 16.35 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= 4800 LB Dead Load: DL -Rxn= 1424 LB Total Load: TL -Rxn= 6224 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.87 IN Camber Regd.: C= 0.17 IN Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor. CAF= Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL2= Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2316 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Cv =0.96 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 10.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= 161.26 S= 276.75 Areq= 33.46 A= 92.25 Ireq= 1866.97 1= 2490.75 all IN 0.39 IN = U623 050 IN =U480 20.0 FT 0.0 FT 360 360 1.5 X DLD 40.0 PSF 10.0 PSF 6.0 FT 40.0 PSF 10.0 PSF 6.0 FT 1.00 0 PLF 480 PLF 22 PLF 142 PLF 622 PLF Fv'= 240 PS M= 31121 FT -LB V= 5353 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:42 PM Project: M3843A3F -ODB - Location: GARAGE CNTR SPAN LEFT 1 Summary: 5.5 IN x 11.5 IN x 10.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 64.0% Controlling Factor: Section Modulus / Depth Required 8.98 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Defied. Criteria: U Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL2= Floor Dead Load -Side Two: DU= Tributary Width -Side Two: TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcjerp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.00 FY': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distanced from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 73.93 S= 121.23 Area (Shear): Areq= 24.07 A= 63 25 Moment of Inertia (Deflection): Ireq= 280.66 1= 697.07 0.03 IN 0.10 IN = U1144 0.13 IN = U894 2600 LB 727 LB 3327 LB 0.97 IN 10.0 FT 0.0 FT 360 360 40.0 PSF 10.0 PSF 6.0 FT 40.0 PSF 10.0 PSF 7.0 FT 1.00 0 PLF 520 PLF 15 PLF 145 PLF 665 PLF 1350 PSI 170 PSI 1600000 PSI 625 PSI 1350 PSI 170 PSI 8317 FT -LB 2728 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS) 1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:43 PM Project: M3843A3F -ODB - Location: GARAGE CNTR SPAN LEFT 2 Summary: 5.5 IN x 11.5 IN x 10.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 77.3% Controlling Factor: Section Modulus / Depth Required 8.64 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW Floor Live Load -Side Two: LL Floor Dead Load -Side Two: DL Tributary Width -Side Two: TW Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fcjerp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.00 FV: FJ= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections - Section Modulus (Moment): Sreq= 68.37 S= 121.23 Area (Shear): Areq= 22.26 A= 63.25 Moment of Inertia (Deflection): beg- 259.57 1= 697.07 0.03 IN 0.10 IN = U1239 0.12 IN = L/967 2400 LB 677 LB 3077 LB 0.90 IN 10.0 FT 0.0 FT 360 360 40.0 PSF 10.0 PSF 6.0 FT 40.0 PSF 10.0 PSF 6.0 FT 1.00 0 PLF 480 PLF 15 PLF 135 PLF 615 PLF 1350 PSI 170 PSI 1600000 PSI 625 PSI 1350 PSI 170 PSI 7692 FT -LB 2523 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:44 PM Project: M3843A3F -ODB - Location: LIVING RM HDR Summary: 3.125 IN x 12.0 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 85.8% Controlling Factor: Section Modulus / Depth Required 9.06 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= 3200 LB Dead Load: DL -Rxn= 836 LB Total Load: TL -Rxn= 4036 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.99 IN Camber Regd.: C= 0.04 IN Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor. CAF= Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL2= Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2400 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Fv': Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= Sreq= 40.36 S= 75.00 Areq= 19.17 A= 37.50 Ireq= 193.72 1= 450.00 0.02 IN 0,09 IN = U1055 0.11 IN = U836 8.0 FT 0.0 FT 360 360 1.5 X DLD 40.0 PSF 10.0 PSF 10.0 FT 40.0 PSF 10.0 PSF 10.0 FT 1.00 0 PLF 800 PLF 9 PLF 209 PLF 1009 PLF 240 PS M= 8073 FT -LB V= 3068 LB N3 N3 N2 N2 N4 N4 Roof Beam( 2003 Intemational Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05.19 -2006 : 4:02:44 PM Project: M3843A3F -ODB - Location: BD2 HDR Summary: 3.5 IN x 9.25 IN x 5.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 100.3% Controlling Factor: Section Modulus / Depth Required 6.54 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Root RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 Cf =1.20 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 2.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= 0.01 IN 0.02 IN = U3318 0.03 IN = U1910 1187 LB 876 LB 2063 LB 0.94 IN 5.0 FT 0.0 FT 8 : 12 240 180 25.0 PSF 15.0 PSF 1.0 FT 25.0 PSF 15.0 PSF 18.0 FT 1.15 8 PLF 5.0 FT 475 PLF 350 PLF 825 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1242 PSI 207 PSI 2579 FT -LB 1444 LB 24.92 N3 49.91 N3 10.47 N2 32.38 N2 21.76 N4 230.84 N4 Roof Beam' 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:45 PM Project: M3843A3F -ODB - Location: UTILITY RM HDR Summary: 3.5 IN x 9.25 IN x 5.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By 191.4% Controlling Factor: Section Modulus / Depth Required 5.42 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof. RP= Live Load Deflect. Criteria: V Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 Cf =1.20 FV: Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 2.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Area= A= Moment of Inertia (Deflection): Ireq= I= 0.01 IN 0.01 IN = L/4850 0.02 IN = L/2779 813 LB 606 LB 1418 LB 0.65 IN 5.0 FT 0.0 FT 8 : 12 240 180 25.0 PSF 15.0 PSF 1.0 FT 25.0 PSF 15.0 PSF 12.0 FT 1.15 8 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1242 PSI 207 PSI 1773 FT -LB 993 LB 17.13 49.91 7.19 32.38 14.95 230.84 5.0 FT 325 PLF 242 PLF 567 PLF N3 N3 N2 N2 N4 N4 Combination Roof and Floor Beam( 2003 International Residential Code (01 NDS) ] Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:46 PM Project: M3843A3F -ODB - Location: 16' GARAGE HDR Summary: 5.125 IN x 13.5 IN x 16.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 16.2% Controlling Factor: Moment of Inertia / Depth Required 12.84 In Deflections: Dead Load: DLO= 0.13 Live Load: LLD= 0.33 Total Load: TLD= 0.46 Reactions (Each End): Live Load: LL -Rxn= 3360 Dead Load: DL -Rxn= 1351 Total Load: TL -Rxn- 4711 Bearing Length Required (Beam only, support capacity not checked): BL= 1.41 Camber Regd.: C= 0.20 Beam Data: Span: L= 16.0 Maximum Unbraced Span: Lu= 0.0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Camber Adjustment Factor. CAF= 1.5 Roof Loading: Roof Live Load -Side One: RLL1= 25.0 Roof Dead Load -Side One: RDL1= 15.0 Roof Tributary Width -Side One: RTW1= 1.0 Roof Live Load -Side Two: RLL2= 25.0 Roof Dead Load -Side Two: RDL2= 15.0 Roof Tributary Width -Side Two: RTW2= 3.0 Roof Duration Factor: Cd -roof= 1.15 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load -Side One: FDL1= 10.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLL2= 40.0 Floor Dead Load -Side Two: FDL2= 10.0 Floor Tributary Width -Side Two: FTW2= 8.0 Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL= 0 Beam Loads: Roof Uniform Live Load: wL -roof= 100 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 72 Floor Uniform Live Load: wL -floor= 320 Floor Uniform Dead Load: wD -floor= 80 Beam Self Weight: BSW= 17 Combined Uniform Live Load: wL= 420 Combined Uniform Dead Load: wD= 169 Combined Uniform Total Load: wT= 589 Controlling Total Design Load: wT -cont= 589 Properties For: 24F -V4- Visually Graded Westem Species Bending Stress: Fb= 2400 Shear Stress: Fv= 240 Modulus of Elasticity: Ex= 1800000 Ey= 1600000 Stress Perpendicular to Grain: Fc perp= 650 Bending Stress of Comp. Face in Tension: Fb_cpr= 1850 Adjusted Properties Fb' (Tension): Fb'= 2760 Adjustment Factors: Cd =1.15 Fv': Fv'= 276 Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 8.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 81.94 S= 155.67 Area (Shear): Areq= 22.02 A= 69.19 Moment of Inertia (Deflection): Ireq= 904.45 1= 1050.79 IN IN = L/586 IN = U418 LB LB LB IN IN FT FT 4052 LB X OLD PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PS PS PS PS PS PS PS PS 18846 FT -LB N3 N3 N2 N2 N4 N4 Combination Roof and Floor Beam( 2003 International Residential Code (01 NDS) j Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006 : 4:02:47 PM Project: M3843A3F -ODB - Location: 8' GARAGE HDR Summary: 5.125 IN x 13.5 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 650.6% Controlling Factor: Area / Depth Required 6.42 In Deflections: Dead Load: DLD= 0.01 Live Load: LLD= 0.02 Total Load: TLD= 0.03 Reactions (Each End): Live Load: LL -Rxn= 1680 Dead Load: DL -Rxn= 676 Total Load: TL -Rxn= 2356 Bearing Length Required (Beam only, support capacity not checked): BL= 0.71 Camber Regd.: C= 0.01 Beam Data: Span: L= 8.0 Maximum Unbraced Span: Lu= 0.0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Camber Adjustment Factor. CAF= 1.5 Roof Loading: Roof Live Load -Side One: RLL1= 25.0 Roof Dead Load -Side One: RDL1= 15.0 Roof Tributary Width -Side One: RTW1= 1.0 Roof Live Load -Side Two: RLL2= 25.0 Roof Dead Load -Side Two: RDL2= 15.0 Roof Tributary Width -Side Two: RTW2= 3.0 Roof Duration Factor: Cd -roof= 1.15 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load-Side One: FDL1= 10.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLU 40.0 Floor Dead Load -Side Two: FDL2= 10.0 Floor Tributary Width -Side Two: FTW2= 8.0 Floor Duration Factor: Cd -floor- 1.00 Wall Load: WALL= 0 Beam Loads: Roof Uniform Live Load: wL -roof= 100 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 72 Floor Uniform Live Load: wL- floor - 320 Floor Uniform Dead Load: wD -floor= 80 Beam Self Weight: BSW= 17 Combined Uniform Live Load: wL= 420 Combined Uniform Dead Load: wD= 169 Combined Uniform Total Load: wT= 589 Controlling Total Design Load: wT -cont= 589 Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb- 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb cpr= 1850 PS Fb'= 2760 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.15 Fv': Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 276 PS M= 4711 FT -LB V= 1696 LB Sreq= 20.48 S= 155.67 Areq= 9.22 A= 69.19 Tree= 113.06 1= 1050.79 IN IN = L/4692 IN = L/3346 LB LB LB IN IN FT FT X DLD PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey DeRoulet , ArchitectsNW on: 05-19 -2006: 4:02:47 PM Project: M3843A3F -ODB - Location: GARAGE CNTR BM 1 Summary: 5.125 IN x 18.0 IN x 20.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 15.7% Controlling Factor: Moment of Inertia / Depth Required 17.14 In Center Span Deflections: Dead Load: DLD- Center= 0.13 IN Live Load: LLD- Center= 0.58 IN = U417 Total Load: TLD- Center- 0.70 IN = L/342 Camber Required: C= 0.19 IN Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 6975 LB Dead Load: DL- Rxn -A= 1574 LB Total Load: TL- Rxn -A= 8549 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 2.57 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 6825 LB Dead Load: DL- Rxn -B= 1574 LB Total Load: TL- Rxn -B= 8399 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 2.52 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lug- Bottom= 20.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL -2= 540 PLF Dead Load: wD -2= 135 PLF Beam Self Weight: BSW= 22 PLF Total Load. wT -2= 697 PLF Point Load 1 Live Load: PL1 -2= 1500 LB Dead Load: PD1 -2= 0 LB Location (From left end of span): X1 -2= 5.0 FT Point Load 2 Live Load: PL2 -2= 1500 LB Dead Load: P02 -2= 0 LB Location (From left end of span): X2 -2= 14.0 FT Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of Comp. Face in Tension: Fb cpr= 1850 PS Adjusted Properties Fb' (Tension): Fb'= 2316 PS Adjustment Factors: Cd =1.00 Cv =0.96 FV: Fv'= 240 PS Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 43122 FT -LB 10.2 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead toads and live loads on span(s) 2 Controlling Shear: V= 7573 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 223.44 IN3 S= 276.75 IN3 Area (Shear): Area= 47.33 IN2 A= 92.25 IN2 Moment of Inertia (Deflection): Ireq= 2152.32 IN4 1= 2490.75 IN4 PITZER & ASSOCIATES Structural Engineers 2722 Colby Ave, Sulte 722 Everett, WA, 98201 Office: (425)308-8070 Fax: (425)258 -3292 STRUCTURAL CALCULATIONS FOR: wimpy � Architects NW Permft No. plan M3843A3F -ODB `'D en 13.) m ..ateral Analysis of S EVIEWED FOR CODE COMPLIANCE J: if mitmit° SEP 2 8 2006 L_ - NCT VALID A WET SIGNATURE I EXPIRES 12/02/06 THOMAS J. PITZER, PE C' Of Tukwila 1311TI DTI!IR fnTVTSrpnl JOB # 06 -186 Date 4/18/2006 Eng TJP 2 Desc. Original Contract RECEIVED CORRECTION CITY OFTUKWILP f SEP 2`22006 LTR# PERMITCENTER qb,S Lateral Analysis by: 4/12/2006 0 PITZER & ASSOCIATES STRUCTURAL ENGINEERS 2722 Colby Avenu 722 C. Everett, WA 98201 Office; (425)308 -80e 70 0 Fax: (425)258 -3292 tonm yt42loghotmail.com 1.0 General Wind & Seismic Design Criteria Governing Code 2003 INTERNATIONAL BUILDING CODE (IBC). All references in the right margin are 2003 IBC unless specifically noted otherwise.[Page numbers] Scope of Proiect A lateral analysis and design of a three story Single Family Residence in Tukwila, WA. Design Criteria Roof Floors Snow Walls Dead Load , 15af pL °,...10 ( L =2S *p oL:= t0• Live Load Snow Load Reduction: Snow Load Reduction 331. Version 6.2 2003 IBC Section 1605.3.1 [p. 273J Wind Design Criteria Basic Wind Speed 85 MPH 1609.3 [284] Wind Exposure Category B 1609.4 [290] Wind Importance Factor I 1.00 1604.5 [272] Design Method Used Simplified Seismic Design Criteria Seismic Use Group 1 1616.2 [326] Seismic Importance Factor I 1.00 T 1604.5 [272] Seismic Design Category "D" 1616.3 [326] Site Class "D" T 1615.1.1 [322] Short Period Acceleration S 1.50 F 1615(1) [304] 1- Second Acceleration S 0.50 F 1615(2) [304] Seismic Force Resisting System 1. K. F 1817 6 2 [334] Response Modification Factor R 6.5 F 1617.6.2 [334] Deflection Amplification Factor C 4 F 1617.6.2 [334] Method Used Simplified Client: Architects NW Project: Plan M3843AF -0DB HAM 06 -186 Calculated By: Tom Pitzer, PE Pitzer & Associates 2.0 Table of Contents 1.0 General Wind and Seismic Design Criteria 2.0 Table of Contents 3.0 Wind Analysis 4.0 Wind Shear Forces and Uplift Forces 5.0 General Seismic Design Criteria 6.0 Seismic Analysis 7.0 Controlling Seismc Load Combinations 8.0 Shear Walls in the Front to Back Direction 9.0 Shear Walls in the Left to Right Direction 10.0 Rho Calculations 11.0 Overturning Moment Sample Calculation 12.0 Overturning in the Front to Back Direction 13.0 Overtuming in the Left to Right Direction 14.0 Shear Wall Load Summary 15.0 Hold Down /Shear Wall Schedules /Shear Flow /Connection Schedules 16.0 Horizontal Diaphragm 17.0 Seismic Check 18.0 Height to Width Aspect Ratio 19.0 Alternative Basic Load Combinations 3SL Version 6.2 06 -186 3SL 5 GL IBC ver1.1.xmcd 4112/2006 Page 2 0 Pitzer & Associates 3.0 Wind Analysis Basic Wind Speed (MPH). Rai Wind Exposure Category (WED), Wind Exposure, enter. (1)- exposure "B ", (2)- exposure "C ", (3)- exposure "D" Mean Roof Height (MRH), Poet Xlwpaea6 Roof Pitch 8:12 (Equation 16- 34)[p. 292] 2003 IBC Table 1609.2.1(1) [p. 332J Simplified Wind Design Pressures (Main Wind Force Resisting System' ps30 (Exposure B at h - 30 feet with Iw=1.0)(psfi Roof Rise enter. (1)- Flat, (2)- 2, (3)- 3, (4), 4, (5) 8, (8), 7 to 12 ..'s, 2003 IBC Simple Wind Pressures ZoneA = 12.9psf ZoneB = 8.8psf ZoneC = 10.2psf ZoneD= 7 psf ZoneE = 5.00psf ZoneF = -7.8 psf ZoneG = 4.3 psi ZoneH = -6.7psf Height & Exposure Adjustment Coefficient, ) Adjustment Factor 1 Wind Importance Factor 2003 IBC Table 1604.5 (p.172] Wind Importance: r= Design Wind Pressures Simplified Wind Design Pressures - combined windward & leeward pressures over projected area: PA a x•IwZotleA PE:= X•IwZoneE PB:= x•Iw•Zone6 Pp:= X•Iw•ZoneF PC:= )..IvrZoneC PG := J..IwZoneG PD:= x•IwZOneD PH:= 3,•I Least Horizontal Dimension. (LHD) 2003 IBC Figure 1609.6.2.1 [p.292] Footnote 10 �. G:. =4f a T k m .-0Yi[a The smaller of: 10% of least horizontal dimension 0.4h But not less than: 4% of least horizontal dimension 3 feet 3SL Version 6.2 1003 IBC Table 1604.5 (p.272/ 06.186 3SL 5 GL IBC verl.1.xmed al := .1.1110 al = 4.4 ft Controls a2:= .4•11 a2 =10.8ft a3:= .04LHD a3 =2ft a4:= 3ft 2•a1= 9 ft 1003 IBC Table 1609.6.2.1(4) (p, 2971 4/12/2006 Page 3 Pitzer & Associates D 3.0 Wind Analysis (cont.) Controlling Load Combination for Wind Loads D+L+(coW) Load Duration Factor C for Wind Loads NOS Section 2.3.1 [9] CD:= 1.6 Diaphragm Sall Areas Roof Diaphragm: Front/Rear Direction (Longitudinal) Horizontal Vertical - ftsIrs 37isft4 3284 s r 38 (1386ftil Oft' 59tit 13860, s ss- ss= Upper Floor Diaphragm: Front/Rear Direction Horizontal 71 = 1 :3 : 6 1 t :1 1 "tfr= Lower Floor Diaphragm: Front/Rear Direction Shear Calculations 4.0 Wind Shear Forces and Uplift Calculations Shear Forces: Shear Forces Front/Back Direction Roof Diaphragm Vrfrn 167571b 2nd Floor Diaphragm Vat • 7293 lb 1st Floor Diaphragm Vitt 3. 7293 lb Total Base Shear Uplift Forces: Total Uplift Opposing Dead Load 3SL Version 6.2 ; 06-186 3SL 5 GL IBC ver1.13ancd 4/12/2006 Equation 16-14 [274J Side/Side Direction (Transverse) Horizontal Vertical Si3:131Sit' liaa6taz:Vea Side/Side Direction Horizontal Side/Side Direction Horizontal Shear Forces Side/Side Direction Roof Diaphragm Vr.ss 7722 2nd Floor Diaphragm 1st Floor Diaphragm Total Base Shear Total Uplift Opposing Dead Load vase = 6123 Ws!. 15 Page 4 Pitzer & Associates 5.0 General Seismic Design Criteria Mapped Maximum Considered Earthquake Spectral Acceleration SS:= 1.50 Figure 1615(1)1304] S1:= .50 Figure 1615(2) (306] Site Class D. (Assumed) Fa := 1.0 Table 1615.1.2(1) (322] Fv := 1.6 Table 1615.1.2(2) (322.1 S MS = Fe Ss Equation 16 -38 (322] SMS Fa•SS S M1 = F v " ' S 1 S = 2/3 "S l SDS 3 2 J•SMS SDi =r 2/3"SMi SD1:= 3 ).sM1 3SL Version 6.2 SMS -1.50 Equation 16 -39 (322] SMi FvS1 styli 0.80 Design Spectral Response Acceleration Parameters Equation 16 -40 (322] SDS = 1.000 Equation 16-41 (3221 SD1 = 0.533 08.186 3SL 5 GL IBC ver1.1.xmcd 4/12/2006 Page 5 Pitzer & Associates 6.0 Seismic Analysis Calculate Building Masses: Mass of High Roof and Tributary Walls Mass of 3rd Floor,Roof into Diaphragm,Walls Mass of 2nd Floor,Roof Into Diaphragm, Walls Mass of Entire Building Lateral Forces Parameters: 3SL Version 6.2 2003 IBC 1617.5.1 1531) Seismic Base Shear. V Equation 16- 56(331) 1.2•6DS.I VB:° R J Mt Vg = 24778 Ib 2003 IBC Table 16126.2 (334) Vertical Distribution of Seismic Shear Forces: Check following calculations; if Ft is equal to VB then OK r 1.2.SDs.II Roof Diaphragm Fr:= I R J Mr r 1.2SDS.11 Upper Floor Diaphragm Fur= I R J Muf r 1.2-SDS•l Lower Floor Diaphragm Fir := l R J MY Total Base Shear Ft:= Fr+ Fuf+ Fg 06 -186 38L 5 GL IBC verl.1.xmcd Buliding Properties: Area of the Roof in Square Feet Area of the Upper Floor In Square Feet Area of the Lower Floor In Square Feet Ground Floor area In Square Feet Area of Low Roof Into Upper Floor Diaphragm In Square Feet Area of Low Roof Into Lower Floor Diaphragm In Square Feet Mr ArRDL + H3 Muf AutFDL +AdtrRDL + H3•0.5•L3b.WDL + H2 MY := Alt FDL + AdI•RDL + H2-0.512b• WDL + H1.0.51l b•WOL Mrs Mr +Muf+ MY 2003 IBC 1617.5.2 EQ. 16 (p.332) Height of Rim Joist and/or pony wall Height of Third Story Walls Height of Second Story Walls Height of First Story Wails average Length of Wall on the Third Floor Length of Wall on the Second Floor Length of Wall on the First Floor Fr= 71971b Fur = 102691b Fif = 73121b Ft = 247781b 4/12/2006 Mr= 38982 Muf= 556221b MY = 39608lb Mt = 1342121b Page 6 Pitzer & Associates 7.0 Controlling Seismic Load Combinations D +L +S +E/1.4 p•Fr Er := — 1.4 Er = 7197 3SL Version 6.2 Emr no•Fr Emuf no•Fuf 06-186 3SL 5 GL IBC verl.1.xmcd 4/12/2006 Equation 16- 171274] Load Duration Factor. C for Seismic Loads_ Co := 1.6 ND.S Section 2.3.2 [9J Seismic Load, E Section 16 -[3291 E =pQe +0.2S Equation 16 -50 [329] Check Redundancy; Assume p = 1.5 Initially, calculate "V' of walls, then find actual p. p Euf:= 1.4 Euf= 10269 Ib Maximum Seismic Load, E Section 16- [329J :is 3 Emr = 21590 Ib Emuf = 30806 Ib p Elf:= — 1.4 Elf = 7312 Ib p = 1.4 Emlf no'Flf E = 21937 Ib Summary of Lateral Forces Seismic ( Either Direction) Wind (Front/Rear) Wind (Side /Side) Er is 71971b Vr,fr = 167571b V = 77221b Euf = 102691b Vuf,fr = 72931b V = 61231b • Elf = 73121b Vlftr = 7293 VOsa = 19761b ET- 24778 lb VT,fr = 313431b VT.as = 158211b ET := Er + Euf + Elf ET = 24777.6 Ib Page 7 Pitzer & Associates 0 8.0 Shear Wall Design in the Front to Rear Direction Shear Walls Third Floor: 0 Earthquake distr.: Wind distdbutlon: Calculate Lateral Forces for earthquake: Calculate Lateral Forces for wind: Shear per linear foot: V1,30 Er•TW1,3e V1,3e = 13461b V13w:= Vr.fr V1,3w = 31341b V1 ,3 = 3 134 Ib V1.3 "1.3:= L1.3 lb v1.3 = 95- ft Shear Walls Second Floor: Earthquake distr.: Wind distribution: Calculate Lateral Forces for earthquake: Calculate Lateral Forces for wind: Shear per linear foot: 3SL Version 6.2 Wall Line - (1.3) Wall Line - (2.3) Wall Line - (3.3) Wall Line - (1.2) V1,2e := Euf•TW1.20 V1,2 = 19511b V12w= 13861b Controls12 = "Wind" vr1,2 = 451910 VT1.2 W 2 L1.2 v12= 122 V2,3e := Er•TW2.3e v2.30 =17061b V2.3w:= Vr.fr•TW2.3w V2,3w= 39711b V23 = 3971 Ib V2.3 v2.3 L2.3 v2.3 = 567- ft 06 -186 3SL 5 GL IBC verl.1.wncd Wall Line - (2.2) V22e := Eut•TW2.2e V225 = 2475 lb V1 .2w Vuffr'TW12w V22w:= Vuf.fr V2,2 17581b v3,3 Er•TW3.3e V3,3 - 2253 V3.3w:= Vr.fr•TW3.3w V3,3w = 52451b Controls1,3 = "Wind" Controls2.3 = "Wind" Controls3.3 = "Wind" Controls4,3 = "Wind" Controls5,3 = "Wind" V3 = 5245 Ib V3•3 v3,3:= 1 3.3 v3.3 = 309; Wall Line - (3.2) V3.20 := Euf•TW32e V3.2e = 31831b V32w := Vuf.5 V3,2w = 22611b Controts2,2 = "Wind" Controls3.2 = "Wind" Vr2,2 = 5729 Ib VT3,2 = 7506 Ib V4,3e Er•TW4,3e V4.3e = 18931b V4.3w = Vr,fr•TW4.3w V4.3w = 44071b V4.3 = 4407 Ib V4.3 v4.3 L4.3 v4.3 = 353 ft Wall Line - (4.2) VT4.2 = 6296 Ib VT2.2 VT3.2 VT4.2 v2.2 L2.2 v3.2:= L32 v4.2 L42 v22 = 229 v3.2= 442 ft v4.2 = 504 ft Wall Line - (4.3) Wall Line - (5.3) V42e EufTW42e V42e = 26601b V4.2w = Vuf.fr•TW4.2w V4,2w= 18891b V5•30 ErTW5.3e V5.3e = 0 l V5.3w:= Vr.frTW5.3w V5,3w = O lb VT52 = V5,3 = 0 v5.3 V5.3 L5,3 lb v5.3= 0 R 4/12/2006 Wall Line - (5.2) V5.2e Euf•TW52e V5.2e = 0 l V5.2w := Vuf.fr•TW5.2w V5,2w = O lb Controls4,2 = "Wind" Controls52 = "Wind" VT5.2 v52 L5.2 Ib v5.2 = ft Page 8 Pitzer & Associates 12 8.0 Shear Wall Design in the Front to Rear Direction (cont.' Shear Walls First Floor: Earthquake distr.: Wind distribution: Calculate Lateral Forces for earthquake: Calculate Lateral Forces for wind: Shear per linear foot: 3SL Version 6.2 Wall Line - (1.1) V1.1e:= Elf TW1.1e V1.16 = 13891b V1.1w Vlf.fr•TW1.1w V1,1w= 13861b VT1.1 = 5905 Ib Wall Line - (2.1) Wall Line - (3.1) Wall Line - (4.1) Wall Line - (5.1) 3,1:= 12.546 V2.1e := EIfTW2.1e V2.1e = 17621b V3.16 = 22671b Controlsl.1 = "Wind" Controls2,1 = "Wind" V2.1w VIf.fr•TW2.1w V3.1w:= V8.fr•TW3.1w V2,1w = 17581b V3,1w = 22611b VT2.1 = 7487 Ib VT2. v2.1 L2.1 v2.1 =71 06.186 3SL 5 GL IBC verl.l.wncd 4/12/2006 Vale EItTW3.1e v3.1 1.3.1 v9.1 =781 Vol) := Elf TW4.1 e V4.1e = 18941b V4.1w= 18891b V4.1 =8 j ib V5.le EIf V5.15 = 0 l V4.lw := Vlf.fr• V5.1w = Vitfr'TW5.1w V5.1w = O Ib Controls3.1 = "Wind" Controls4.1 = "Wind" Controls5,1 = "Wind" Vr3,1 = 9767 Ib VT4.1 = 8185 Ib VT5.1 = 0 VT3.1 VT4.1 VT6.1 v4.1 v3.1 : L5.1 Ib v5.1 =0- Page 9 Pitzer & Associates a D 9.0 Shear Wall Design in the Left to Right Direction Shear Walls Third Floor: Earthquake distr.: Wind distribution: Calculate Lateral Forces for earthquake: Calculate Lateral Forces for wind: Shear per linear foot: Earthquake distr Wind distribution: 3SL Version 6.2 Wall Line - (A.3) Wall Line - (B.3) VA.3e Er•TWA.3e VA.3e = 35981b VA.3w Vr.ss•TWA.3w VA.3w = 38611b VE.3e := Er•TWB.3e VE.3e = Olb VB.3w Vr.ss•TWB.3w VB.3w = Olb ControlsA,3 = "Wind" ControlsB.3 = "Wind" Controlsc,3 - "Wind" ControlsD,3 = "Wind" ControlsE.3 = "Wind" Vito = 3861 Ib VB,3 =0 Vc,3= 3861 lb VD2=0 VE.3 =0 VA.3 VB.3 Vc.3 VD.3 VE.3 vA.3 v8.3 vC.3 vD.3 vE.3 LA.3 LB.3 LC.3 LD.3 LE.3 VA.3 -851b vB.3 = 01b vC.3= 114 1 b vD.3 = 01b vE.3 =0 ft ft ft ft ft Shear Walls Second Floor: Wall Line - (A.2) Wall Line - (B.2) VB.2e := EufTWB.2e 06-186 3SL 5 GL IBC verl.1.xmcd Wall Line - (C.3) • .j =.34•ft 3 .3w = :500 Vc.3e:= Er•TWC.3e VC,3 35981b VC.3w Vr.ss•TWC.3w VC.3w = 38611b Calculate VA.2e Euf•TWA.2e Lateral Forces for earthquake: VA 2e = 24231b VB.2e = 51341b VC.2e = 2711Ib Wall Line - (D.3) Wall Line - (E.3) VD.3e:= Er•TWD.3e Vas Olb VD.3w:= Vr.=s•TWD.3w VD.3w = 0 Ib Wall Line - (C.2) Wall Line - (D.2) Wall Line - (E.2) VC.2e:= Euf VD.2e Euf VD2e= Olb Calculate VA.2w:= Vuf.ss•TWA.2w VB.2w := Vuf.ss•TWB.2w VC.2w Vuf.ss'TWC.2w VD.2w := Vufss•TWD.2w VE.2w := Vuf.ss Lateral Forces for wind: VA.2w= 14451b VB.2w= 30621b V 2w = 16161b Vp,Tv = Olb VE,2w = O lb VD. 2w ControlsA2 = "Seismic ControlsB,2 = "Seismic" Controlsc,2 = "Seismic" Controlso,2 = "Wind" ControlsE,2 = "Wind" VTA.2= 6022 Ib VaB,2= 5134 Ib ViC,2= 63091b VTD,2 = VTE.2 =0 VTA.2 VTB.2 VTC.2 VTD.2 VTE.2 Shoat per vA.2 LA.2 v13.2:= LB.2 vC.2• LC.2 vD.2 LO.2 vE.2• LE.2 linear foot: lb vA.2 = 140 @ vB.z = 239 t fl ft vC.2 = 263 lb vD.2 = 0 t vE.2 = 0 Ib fl fl ft VE.3e Er•TWE.3e VE.3e = Olb VE.3w:= Vr.ss•TWE.3w VE.3w = 0 Ib VE.2e Euf•TWE.2e VE.2e = 0 Ib 4/12/2006 Page 10 Pier & Associates 12 9.0 Shear Wall Design in the Left to Right Direction (cont.) Shear Walls First Floor: Earthquake distr.: Wind distdbutlon: Calculate Lateral Forces for earthquake: Calculate Lateral Forces for wind: Shear per Ilnear foot: 3SL Version 6.2 Wall Line - (A.1) 1 = 177751% VA.le := ERTWA.1e VA.1e = 17261b VA.1w VItss•TWA.Iw VA.Iw = 4661b Wall Line - (B.1) Wall Line - (C.1) VB.1e := ElfTWB.1e VB.1 e = 36561b VB,1w= 9881b 06 3SL 5 GL IBC verl.1.xmcd VB.1w VIf.sa•TNB.1w Vale := EIf VC.te= 19301b VC.lw:= Vlf.esTWC.1w VC.1w = 5221b Wall Line - (D.1) VD.1e:= EIfTWD.1e VD.1e = VD.tw := Vlf.ssTWD.1w VD.1w = 0 l Controls *,1 = "Seismic Controlsa,1 = "Seismic Controlsc.i = "Seismil Controlso,1 = "Wind" ControlsE.1 = "Wind" VTA.1 = 7747 Ib VTB.1 = 8790 Ib VrC.1 = 8240 Ib VTD.1 = 0 VTE.1 = 0 VTA.1 VrB.1 VrC.1 VTD.1 VrE.1 vA.1 := LA.1 vac:- L8.1 vC.1 := LC.1 vD.1 := LD.i vE.1 .- LE.1 vA.1 = vac =238 vC.1 =8 Ib vD.1 =01b 1b vE =0 R R ft ft R Wall Line - (E.1) VE.1e EIf VE.1e = O lb VE.1w VB.ss•TWE.1w VE.1w = O lb 4/12/2006 Page 11 Pitzer & Associates 10.0 Shear Wall Rho Calculations Shear Walls Third Floor: Wall Line - (1.3) Wall Line - (2.3) Wall Line - (3.3) Wall Line - (4.3) Wall Line - (5.3) V1.3e 10 V2.38 10 V3.38 10 V4.3e 10 Vase 10 1 1.3 L2.3 L 3.3 L4.3 L5.3 r1.3:= 1 2.3 1 3.3:= r4.3 Fr 15.3: Fr Fr Fr Fr 20•ft 20•n 20.ft 20.ft 20.n 1,1.3 : = P2.3: = P3.3: = P4.3: =2- P5.3 : = fl 3•.j Ab'ft2 1 2.3•1 Ab•ft 13.34 Ab'ft r4.3'1 Ab•ft x5.3.4 Ab'ft pi 3 = -6.7 Shear Walls Second Floor: Wall Line - (1.2) Wall Line - (2.2) Wall Line - (3.2) V7 .3e + V1.28 V2.36 + V2.25 V3.3e + V325 V4.38 + V4.2e V5.38 + Val" 1e 10 10 10 10 L1.2 L2.2 L3.2 1 4.2 L5.2 r1.2:= 12.2 1 3.2:= r4.2� 1 5.2: - Fur Fur Fuf Fuf Fug 20.1 20.ft 201 20.ft 20.ft P1.2 : = P2.2 : = P3.2: =2- P4.2: = P5.2 . 2 2 '1.2•,1 AO 2 r2.2•JAb'ft r3.2•JAb'ft r4.2'J r5.2'4 P1.2 = -3.7 P2.2 = - 1 P3.2= 0.4 P4.2= 0.6 P52 =I Shear Walls First Floor: Wall Line - (1.1) Wall Line - (2.1) V1.3e + V1.2e + V1.1e 1e . V2.38 + V2.2e + V2.1e 10 Vase + V3.29 + V3.1e 10 11.1 1 2.1 1 3.1 L4.1 1 1.1 12.1 = r3.1 := r4.1 :- Fit Fd Fig FIT 20.ft 20.ft 20•ft 2011 P1.1:= 2- n.1 =2- P3.1: = P4.1 : = M.1'JAb•ft 1 2.1.I Ab•ft 13.1.1 Ab•ft r4.1 .J Ab'ft P1.1 = -75 P2.1= -58.6 P3.1 = 1.4 P4.1 = -54 Wall Line - (5.1) r5. 1:- 201 P5.1 := 2 1,5.1 = 1 3SL Version 6.2 V5.39 + V5.2e + V5.1e 10 1 5.1 F8 r51'4 Ab•ft P2.3 = 0.5 06 - 156 3SL 5 GL IBC verl.1.wncd 4/12/2006 P3.3 = P4.3 = P5.3 = 1 Wall Line - (4.2) Wall Line - (5.2) Wall Line - (3.1) Wall Line - (4.1) V4.38 + V4.2e + V4.1e 10 Page 12 Pitzer & Associates a 10.0 Shear Wall Rho Calculations (cont.) Shear Walls Third Floor: Wall Line - (A.3) Wall Line - (B.3) Wall Line - (C.3) Wall Line - (D.3) Wall Line - (E.3) Shear Walls Second Floor: Wall Line - (A.2) VA.3e + VA.2e 10 V8.3e + V8.2e 10 10 10 VC.3e + VC.2e VD.3e + VD.2e VE.3e + VE.2e 10 LA.2 LB.2 LC.2 1 0.2 LE.2 rA.2. Fuf r13.2 := Fuf rC.2 Fuf rD Fuf rE.2. Fuf 20•ft 20•ft 20•ft 20•ft 20•ft PA.2:= 2- PB.2 : = 2- PC.2 : =2- PD.2 =2- PE.2- 2 '4.2•J AD•ft '9.2•JAb' rc.2 2 rD.2'JAb' IE.2•1 Ab'ft PA.2 = -1.6 PB.2 = -0 PC.2 = 0 . 1 PD.2 =■ PE.2 =I 10.0 Shear Wall Rho Calculations (cont.) Shear Walls First Floor: Wall Line - (A.1) Wall Line - (B.1) Wall Line - (C.1) Wall Line - (D.1) VA.3e +VA.2e +VA.1e VB.3e +VB.2e +VB.1e VC.3e + Vc.2e + VC.1e VD.3e +VD.2e +VD 10 10 10 10 LA.1 L8.i LC.1 1 0.1 rA.i := Fry rs.1 Fif rC.1 Fif FIT 2041 PA.1 : = rA.1•JAb'ft PA.1 = 1.2 psi - 0.5 Wall Line - (E.1) rE.1 rA.3 PA.3 =-2. PE.1 = PA.3 : =2- 3SL Version 6.2 VA 10 1 A.3 Fr 20•ft 20•tt 20.1 20•ft 20 -ft PB3: = PC.3 = P0.3: = PE.3:- 2 rA.3 A r13.3 Ab'ft rC.3'JAb•ft rD.3', rE.3•.�Abft PB.3' PC.3 = P0.3 =1 PE.3 =1 VE.3e + VE.2e + VE.1e 10 LE.1 2011 PE.1 = Fif rE.1'J Ab•ft 06.186 3SL 5 GL IBC verl.l.wncd 4/12/2006 VB.38 10 10 10 VC.3e VD,3e VE.3e 10 1 6.3 LC.3 L13.3 LE.3 1 13.3 = Fr re.3 Fr rD.3 Fr rE.3: Fr Wall Line - (6.2) Wall Line - (C.2) PB.1: = 20.1 ra.1•JAb'ft 20•ft PC.1 := 2 - 2 rC.1' Ab ft PC.1 = -41.8 pma= 1.4 Use p. 1.4 Wall Line - (D.2) Wall Line - (E.2) 20•ft PD.1 2 2 rD.1' A b'ft PD.1 = Page 13 Pitzer & Associates 06 -186 35L 5 GL IBC verl.1.xmcd 4/12/2006 11.0 Overturning Force Sample Calculation The following example illustrates the calculations used to determine the overturning forces imposed on a shear wall under design forces. The shortest individual panel length on a grid line. Resistance to the applied design force comes from the dead load tributary to the wall. The following variables define the tributary width of the Roof and Floor loads that act at this level. Dead loads from the level above are neglected as they were already considered in the calculations for the wall above. The tension from the wall above is added directly to the tension of the wall being calculated. The level at which the design force is applied (top plate) was defined previously for the seismic mass. In the event that the plate height varies through sections of any given level, the height can be redefined to reflect the actual condition. hots H1 Height of Wall Hmots 8.1 ft In order for a wall section to experience uplift, adjacent walls must be lifted as well. Assuming a 45 degree angle of failure from the top plate, extending away from the shear panel, the equivalent length of wall to be lifted is assumed to be one half the height of the wall. We refer to this as the Uplift Section. 3SL Version 6.2 TWailLine.1 :_ hots Le: 2 The design force applied at the top plate of the shear wall is of interest. This is calculated as the unit force (plf) in the wall multiplied by its length, representing the design force applied. vWallUne.1 ° 250.— V vWaIlLine.1 V = 1250 lb Tributary Width of Roof supported by the wall Tdbutary Width of Floor supported by the wall Tributary Width of Roof supported by the uplift section Tdbutary Width of Floor supported by the uplift section Length of wall resisting uplift during overturning w [M•Hmots +TWaIILine.2.ws] - 0.67. .W — 0.67•P•w L ft The dead load of the wall consists of contributions from the roof, floor, and wall. W (Hmots•wvWDL) + (Tts•ws•FDL) + (TrwwsRD) W= 11891b The dead load of the uplift section also consists of contributions from the roof, floor, and wall. P: =(LO•Tr a RD) +(Lo'Hmots'WDL) +(Lo'TRs'FDL) ws P = 963 2003 IBC Section 1604.4 [271) An overturning moment is calculated by summing all forces about the compression comer of the shear panel. The result is the tension force required to resist uplift. Note the tension that is applied from the wall above. Top story wall calculations do not have an overtuming tension from above. TWaIILlne.1 = 1077 Ib Although not shown on the following pages, these same equations follow each set of data for each wall. They were placed in a minimized area of the calculations to shorten the calculation package, note the arrow and text "Overtuming Calculations ". At each of these locations, calculations (as above) are performed. Page 14 Pitzer & Associates 0 0 o 0 0 0 0 12.0 Overturning Force in the Front to Rear Direction OVERTURNING FIR - Second Floor Tributary Area of; LS WM !Lust Wall Ht Roof BOSS a& floor MI Uplift Force t3 kistar Overturning Calculations 2.3 k Overturning Calculations Overturning Calculations L1.3 = 33 ft L2.3= 7 ft 3.3 '.3.:474 L3.3 17ft Nowt := H3 4.3 Pitt: 1.4 3 = 12.5 ft Overturning Calculations 5.3 L53=0 Overturning Calculations OVERTURNING FIR - Second Floor Ltne 1.2 1.21.L; 31; LI • 2 = 37 rt OvertumIng 2.2 R L2.2 = 25 ft Overturning Calculations 3.2 3SL Version 6.2 1 44 Overturning Calculations ITO L3 2 = 17ft tezdar 5.2 0::".77 15.2=0 Overturning Calculations Hrtiol:= H3 Hmot Hmot: = H3 Hmot := H3 Length wain Roof &WM floc( floor NA Uplift Force Hmot H2 Hmot := H2 Hmot: = H2 Hmot := H2 06 3SL 5 GL IBC ver1.1.xmed 4/12/2006 Fil Ev:s. En? fe=1:4 r2 := Overturning Calculations 4.2 1.5. L4 2 = 12.5 ft Hmot := H2 r'=" r2:= 10 irciri Tributary Area of: RO.1 ftkAl r 1 'eV 33 Page 15 Pitzer & Associates 0 0 0 12.0 Overturning Force in the Front to Rear Direction (cont.) OVERTURNING FIR - Flrst Floor Tributary Area of: Unfi Width 1.1 Overturning Calculations 2.1 Overturning Calculations 3.1 Overturning Calculations 4.1 1 Overturning Calculations 6.1 111761 a”.4a49 Overturning Calculations 3SL Version 6.2 Length L1.1 = 1000 ft L2.1 = 1000 ft Knot := rift F72 Fr 3.1 = 12.5 ft Hmot:= Well Ht Hrnot := F 06 3SL 5 GL IBC ver1.1.roned 4/12/2006 Roof Roof Mt agsg F 7.— -1 ..r 7 4 7 ,1 F r741 114.,i46:41r7a floor Aril Uollft Force fits» , Page 16 Pitzer & Associates 0 0 0 0 0 a 0 0 0 13.0 Overturning Force in the Left to Right Direction OVERTURNING SIS - Second Floor Tributary Area of: 1.S Width int Wall lit Sof Boor AG. Dm Floor Ad( Uplift Force A.3 6.3..i.-2 LA 3 = 45.5 ft Overturning Calculations HM Ot .. I-13 F76 17 .2 X ■..e . 74 , ,4 , 4 - B.3 L.B.3= 0 . , Overturning Calculations C.3 ' ri Lc 3 = 34 ft ',.4.,,,,i4: • Hmot := H3 Ell Fa Erg Overturning Calculations D.3 LD = Hmot: = H3 EJ rr Overturning Calculations E.3 LE.3 = 0 Overturning Calculations OVERTURNING SIS - Second Floor Maltft eiLigrn A.2 Yip L 2 = 43 ft Overturning Calculations B.2 Lc Lai= 21.5 ft 4 Overturning Calculations C.2 Lc.2 = 24 ft Hmot: Overturning Calculations D.2 j_ = Overturning Calculations E.2 I2 LE2= 0 Overturning Calculations 381. Version 6.2 Hmot := H3 Hmot = 1-43 Wall Ht Hmot: = H2 Hmot 06486 381.5 GL IBC verl.1.nncd C 1 figgi 67fi ift tr;±.T1 criFat Fra Hmot: = H2 FT; Er 01 Tributary Area of: Bag.901 fJgg .417 ETA Est, 1 Hmot := 112 E 17; aywal=a floor Mt Uplift Forma 2 — .W1 4/12/2006 Page 17 Pitzer & Associates 06-186 3SL 5 GL IBC ver1.1.xmcd 0 0 0 0 0 13.0 Overturning Force in the Left to Right Direction (cont.) OVERTURNING S/S - First Floor jjflQ Width Lenoth A.1 FZT:ra] LA.1 = 17.8 ft Overturning Calculations B.1 164 LB = 37 ft Overturning Calculations D.1 C.1 1T:=2 LC 1 = 1000 ft Overturning Calculations fli0:11 Lai = 0 Overturning Calculations 3SL Version 6.2 Wall Ht Hmot: = H1 Hmot := H1 Hmot: = H1 Hmot := H1 Bo/ 132211‘11 Moo( ra Fat F72:767f1 rAl 44,44.4,44 Tributary Area of: rna • 44444.1. Floor Acft Uollft Form E.1 E.11011 LEA = 0 Hmot := 111 FrR F.= ralr ',A■re." P...",kgraita Overturning Calculations 4/12/2006 7 Page 18 Pitzer & Associates 14.0 Shear Wall Load Summary 3rd Fl - FIR LIOe Total Shear Length (1.3) v1,3 =31341b L1.3=33rt (2.3) V2.3 = 3971 I1) 1.2.3 = 7 ft (3.3) V3,3 = 524511) L3.3 = 17 ft (4.3) V4.3= 440711) 4.3 = 12.5 ft (5.3) V5.3 =0Ib L53 =0 2nd Fl - FIR ne Total Shear en th (1.2) vrl.2 = 451911) L1.2 = 37 ft (2.2) vr2,2 = 572911 1 -2.2 = 25 ft (3.2) vr3.2 = 75061h L3.2= 17 ft (4.2) vr4.2 - 6296 L4.2 = 12.5 ft (5.2) VT5.2 = 0 11 ) L52 = 0 3SL Version 6.2 06 -186 3SL 5 GL IBC verl.1.xmcd Shear oar foot v1.3 = 95PIf v2.3 = 567p1f v3.3 = 309 plf v4.3 = 353 p1f v5.3= Oplf Shear oer foot v12 = 1220 v2.2 = 229 of v3.2 = 442 of v42 = 504 plf v5.2 = Oplf 1st Fl - F /R LIDn Total Shear Length Shear oer foot (1.1) vr1,1= 590511) 1.1.1 =1000ft v1,1 =6 plf (2.1) Vi2.j= 748711) L2.1= 1000 ft 1 =7plf (3.1) VT3.1 = 976711) 1 .3.1 = 12.5 ft V = 781 plf (4.1) vr4,1 = 818511) 4.1= 1000 ft v4.1= S Of (5.1) Vi5.1 =Olb L5.1 = v5.1 = Oplf Call -01d SW -1 SW-3 SW -1 SW -2 II SW -1 SW -1 SW -2 SW-4 Ro1.3 = „w,. Roza = ..w„ R03.3 = ..w.. Ro4.3 = .,w.. Ro5.3 = ..w„ Rol.2 = "W" Ro2.2 = aw" Ro32 = "W" Ro4.2 = "W" Ro5.2 = "W" ICa I-Out Rol.1 ="w" Ro2.1 = "W" SW-5 Ro3.1= "W" Ro4.1 ="w Ro5.1 = "W" Uplift Force T1.3= -236 11) T2.3 = 3307 Ib T3.3 = 910 Ib T4,3= 2224 Ib T5.3 = 0 ace T1.2 = - 1333 Ib T2.2 = 4490 Ib T32 = 3658 Ib T4.2 = 6074 T5.2 = 0 vain T1.1 = 0 T2.1 = 0 T3.1= 8895 lb T4.1 = T5.1 =0 4/12/2006 Call -Out N /A; T < 1000* T -2 T -1 T -1 Call -Out N /A; T < 1000$ T -2'3 T -2 T -4 14a! -Out T -4 Page 19 Pitzer & Associates 14.0 Shear Wall Load Summary (contj 3rd FI- S/S Line Total S hear Lonath Shear per foot Call -Out Uplift Force Call -Out (A.3) VA . 3 = 3861 Ib LA.3 = 45.5 ft vA.3 = 85 pif SW -1 Roq,3 = "W" TA,3 - Ib N /A; T < 1000! (B.3) VB,3 = 0 Ib LE.3 = 0 v8.3 = 0 pif RoB.3 = "W" TB.3 =0 (C.3) VC,3 = 38611b Lc.3 = 34 ft "c = 1140 SW -1 RoC.3 = "W" TC.3 = 165 Ib N/A; T < 1000! (D.3) VD.3 = 0 l LD.3 = 0 vD.3 = Oplf RoD,3 = "W" TD.3 =0 (E.3) VE.3 - 0 Ib LE.3 = vE.3 = 0 prc RoE.3 = "W" TE.3 =0 2nd Fl - S/S Una Total Shear Lust Shear oer foot Call -Out Uollft Force (A.2) VTA.2 = 60221b LA.2 = 43 ft vq,2 = 140 pif SW - Roq,2 = "$" TAI = 399 Ib (B.2) VTB.2 =51341b LB.2 =21 V9 = 239pi SW -2 RoB.2 = "$ TB.2 = 1259 Ib (C.2) VTC = 63091b L c.2 = 24 ft "C = 263 p rc SW -2 Ro = "$" TC.2 = 1589 Ib (D.2) Vip.2 =01b LD.2 =0 VD.2 = RoD.2 = ° W" TD.2 =0 (E.2) VTE = 01b LE. = 0 v E . 2 = 0plr Roe.2 = "W" 7E2 = 0 1st F1- S/S Lie€ Total Shear Lenpth 3SL Version 6.2 06.186 3SL 5 GL IBC ver1.1.tpncd 4/12/2006 Shear oer foot Call -Out Uplift Force r Call -Out N/A; T < 1000! T -1 T -3 (A.1) VrA.1= 77471b LA.1 = 17.8 ft vA.1 = 436 prc SW-4 RoA.1 = "S" T = 2377 - 3 (B.1) VTB,1 = 8790 Ib LB.1 = 37 ft vB.1 = 238 plf SW -2 Roa.1 = "S" TB,1 = - 1965 Ib N/A; T< 1000! (C.1) VTC = 8240 Ib Lc.1 = 1000 it vC.1 = 8 plf Roc.j - "S" TC.1 = 0 (D.1) VT D.1 =0 LD.1 =0 "0.1 = 0plf Ro0.1 = "W" TD.1 =0 (E.1) V rE.1 =0 LE.1 =0 "E,1 =O prc RoE = "W" TE.1 =0 Page 20 Pitzer & Associates 06-186 3SL 5 GL IBC verl.1.xmcd 4/12/2006 0 15.0 Shear Wall & Hold Down Schedules Shear WaII Requirements - Hem Fir values 0 SW -1 Use 7/16" CDX wl 8d ©6 "Edge 8d © 12" Field Capadty: S -(242 plf) W-(339 plf) MSTC40 w/ (28)- 16d sinkers Capadty = 2420# 3SL Version 6.2 SW -2 T -1 T -2 Use 7118" CDX w/ 8d 4 " Edge 8d © 12" Field Capadty: S-(349 plf) W- (489 pit) Holddown Requirements MSTC68 w/ (64)- 16d sinkers Capadty = 56806 Shear Flow Connectors 16d Nails. 16d Slant Nails (v <150) Simpson A35 Clip Simpson H1 Truss Connector Simpson DTC Clip 1/2" Diameter Anchor Bolts (2x) 5/8" Diameter Anchor Bolts (2x) 5/8" Diameter Anchor Bolts (3x) Z= SW -3 Use 16/32" CDX w/ 10d C 4" Edge 10d © 12" Field Capadty: S-(426 plf) W -(599 plf) T -3 STHD10 /STHDIORJ w/ (28)- 16d sinkers 6" stem wall Capadty: 2880# Capacity (Hem -Firl Connector Spacing: Shear Walls 1 2 3 4 5 8 7 8 5 4 3 3 2 2 6 4 4 3 2 2 1 22 15 13 10 8 6 5 21 15 12 9 7 6 5 6 4 3 2 2 2 1 38 26 21 16 13 11 8 55 38 31 24 19 16 12 ,69 48 39 30 23 19 15, In SW -4 SW -5 Use 16/32" CDX 10d © 3 " Edge 10d © 12" Field Capadty: S -(558 p8) W-(781 p11) T -4 w/ Use 15/32" CDX w/ IOd © 2" Edge 10d © 12" Field Capadty: S-(716 plf) W -(1003 plf) H111X111-SDS3 w/ (24)- SDS 1/4"x 3" screws (2)- studs min SST828 w/ 25" min embed Capadty = 96156 16d nails 16d slant nails A35 Clips H1 Clips DTC Clips 1/2" Anchor Botts (2x) 5/8" Anchor Botts (2x) 5/8" Anchor Botts (3x) SW -6 Use 16/32" CDX Both Sides w/ 10d C 4" Edge 10d © 12" Field Capacity S-(856 pit) W -(1198 pit) Shear Wall Capacity SW -7 Use 16/32" CDX Both Sides w/ 10d © 3" Edge 10d © 12" Field Capadty: S -(1116 p10 W -(1562 plf) Page 21 Pitzer & Associates 16.0 Horizontal Diaphragms Roof Diaphragm For the Roof Sheathing shown, calculate the minimum depth of the diaphragm: Front / Rear 1/2" OSB (48/24) Roof Sheathing w/ 8d Nails at 6" O.C. Edges 8d Nails at 12" O.C. Field "Any Case" HFR2 3/4" OSB (48/24) Flooring w/ 10d Nails at 6" O.C. Edges 10d Nails at 12" O.C. Field "My Case" HFa2 3SL Version 6.2 Wall Line (1.3) (2.3) (3.3) (4.3) (5.3) Wail Line (1.2) (2.2) (3.2) (4.2) (5.2) D1,3 06-186 3SL 5 GL IBC verl.1.xmcd Minimum Depth V1.3 CapRF V2.3 D23 CapRF V3.3 D3.3 CapRF V4.3 D43 CapRF V5,3 D5.3 CapRF Upper Floor Diaphragm For the Floor Sheathing shown, calculate the minimum depth of the diaphragm: Front / Rear Minimum Depth V1.2 Dt'2. CapUFL V2.2 02.2 CapUFL V3.2 D3.2 CapUFL V4.2 D42 a CapUFL V5.2 05 = CapUFL D1.3 = 14.2 ft 02.3= 18 * 03.3 = 23.7 ft 04.3 =19.9n 05.3 =0 0 12 = 7ft D2.2 = 8.8 ft 0 3.2= 11.411 042 = 9.5 0 5.2 =0 Wall Line (A.3) DA.3:= CapRF (B.3) (C.3) (D.3) (E.3) Wall Line (A.2) (B.2) (C.2) (D.2) (E.2) Side/Side Minimum Depth VA.3 VB.3 D6.3 CapRF VC.3 DC.3 CapRF VD.3 0D.3 CapRF VE.3 DE.3 CapRF DE.3 = 0 Side / Side Minimum Depth VA.2 0A2 CapUFL V5,2 05.2 CapUFL VC.2 DC.2 CapUFL VD.2 DD CapUFL VE.2 0.2 CapUFL 4/12/2006 DA.3 = 17.5 ft D8.3 =0 DC,3 = 17.5ft DD.3 = 042= 8.7 * 08.2 = 18.3 ft DC,2 =9.78 0D.2 =0 DE.2 = Page 22 Pitzer & Associates 16.0 Horizontal Diaphragms (cont.) Main Floor Diaphragm For the Floor Sheathing shown, calculate the minimum depth of the diaphragm: T oil 3/4" OSB (48/24) Flooring w/ 10d Nails at 6" O.C. Edges 10d Nails at 12" 0.C. Field "Any Case" HFN2 3SL Version 6.2 Wall Line (1.1) (2.1) 06-186 3SL 5 GL IBC verl.l.xmcd 4/12/2006 Front / Rear Side / Side Minimum Depth v1.1 01.11- CapLFL 0 1.1 = 5 ft V2.1 D2'1 CapLFL (3.1) V3.1 D3 CapLFL (4.1) v4.1 D4.1 CapLFL (5.1) v5.1 05 CapLFL D2.1 = 6.3 ft D3.1 = 8.1 ft 04.1 =6.8ft D5.1 = Wall Line Minimum Depth (A.1) DA.1 CapLFL DA.1 = 6.2 ft (B.1) VB.1 CapLFL (C.1) VC.1 DC CapLFL (D.1) vD.1 DD'1 CapLFL (E.1) VE.1 DE.1 CapLFL Dal= 13.1ft DC,1 = 6.9n 00.1 = 0 DE.1 =0 Page 23 Pitzer & Associates D 17.0 Seismic Check Seismic Shear per linear ft: vi.3e= 41p1f v120 = 89p11 A 3SL Version 6.2 1. v2.3e = 244 p1f v2.20 = 167 plf v1.te = 5plf v2,1 = 6plf vA.3e = 79p1f VB.3e = 0plf vA.2e = 140 plf vB.2 = 239 plf vA.1e= 436 plf vB,1 238 plf v3.3e = 133 plf t v3.2e = 320 plf 5 val = 616 p1f vc.3e= 106 plf 1 vC.2e = 263 plf vC.1e = S PIf 06 -156 351. 5 GL IBC ver1.1.wncd 4/12/2006 v4,3e = 151 plf x v4.20 = 364 plf v4.1e = 6 O vD.3e =0plf vD.2e= Oplf vD.1e = 0plf v5.3e 0 plf v5.2e = O plf v5.1e = Oplf vE.3e = 0 elf vE,2 = Oplf vE.1e = Oplf Page 24 Pitzer & Associates 06 -186 3SL 5 GL IBC verl.1.toncd 4/12/2006 18.0 Height to Width Aspect Ratio 3.3 F337., y LLf = N Height of Third Story Walls H2 Height of Second Story Walls Height of First Story Walls hAv less than 2 Is OK; Greater than 3.5 Is unacceptable Grid Line w 1.3 2.3 4.3 6.3 1.2 2.2 3.2 4.2 6.2 1.1 2.1 3.1 4.1 5.1 3SL Version 6.2 HR 4.1 ft - H -2.3ft 2 H2AR - 4.5 ft H2AR - 2.6 ft 2 3.5 H1 - 4.1tt H1AR 2.3 ft w3 h/w MV 2w /h Vregd SW - • 1 MVO H3AR MV= 1.975 v MV = 21 n w2. 3 • 1.2 MV:= HER = 1.728 v MV - 141 ft w 33 0.5 MV:= R MV = 4.198 v MV - 32 H3AR - 2 MV 2wq MV =0.988 v4'� - 153 fl 1b W4.3 H3AR MV ft • ■ w5.3 ■ MV:= 2w5.3 MV =0.000 v5 .3 e =0 W5.3 H3AR MV w 02 MV MV =8.222 v MV 11 ft w2.2 • 2.6 MV:= HER H2AR my= 0.778 v MV -215 ft SW - H2AR 2•w3.2 v3v32e Ib W3.2 -0.5 MV:= Hy{R MV =3.778 MV 85 8 w� - 2.6 tow:- H2AR MV = 0.778 v MV 468 ft SW - 4 ■ ■ MV:= 2w5.2 MV =0.000 v5.2e 0 W5.2 H2AR MV H1AR 2•w1,1 v1.ie w1.1 '■ 11":= H 1AR MV =0.000 MV = . H1AR 2w2.1 v2.te II w2.1 it MV:= H 1AR MV =0.000 MV - ■ H1AR 2w3,1 v3.ie lb w3.1 0.6 MV:= H1AR MV = 3.086 M V =2 00 H H1AR 2•w4.1 v4.1e w4.1 ■ MV = H 1AR MV =0.000 MV ■ H1AR 2•w5,1 v 5.1e w5.1 - ■ MV:= H 1AR MV =0.000 MV 0 Page 25 Pitzer & Associates 06-186 381. 5 GL IBC ver1.1.xrned H3AR 2.w&3 MV= 0 A.3e - SW -1 wA.3 = 23 mv:= . v lb ft .3 Jets 1 MV; 227ww:R..33 MV= 0.988 VB - MV:= MV H3AR B.3 ===.--- :m . , 1.7.7 3 H3AR w13.3 - g H3AR MV= 0.000 ::.:8 ib wC.3 2 MV 107 - ft D.3 H3AR MV := :4,,,t. 01 H3AR II my:. WD.3 - 1 e 213AE mv = 0.000 R.3 MV= 0.000 vvEMD.;i33ee 0 H2AR wE.3 - 1 -1.8 Kari= 2 vAMV.2e 012 H2AR Mv._ wA.2 212:w:2 MV= 1.111 VB.2 B.2 .2e - 307 1 SA; . 2 .2$1 H2AR W9.2 - 2.6 211.2AwcR.2 MV= 0 vc7 2e D.2 C.2 Ei12,94. =23 MV:- MV= 0.889 I wC.2 - I a MV:= 2H2AR.wa2 vemvzs 296 - lb SW - 2 ft E.2 Er H -‚ MV:= MV= 0.000 0 A.1 2AR wD.2 e 2 w E A R. MV = 0.000 v MV Kr*: ff3 wE.2 H1AR H2AwAR1 mv 2 A.1e lb FitThrim wA.1 - 2 MV :_ H1AR 2: RBR. MV= 0.988 v mv 442 B.1 - ft F47,:si H1AR w6.1 = 0.: MV:= 2.wC.1 MV= 9.136 vB.1e 25 C.1 F lb MV ft Rink' MV= 0.000 H 1AR vale' 711 v cil HwciA.R1 I =1 2:wai vole D.1 ft-arEt.t a MV:= H iAR MV= 0.000 - 0 2.wE.1 MV E.1 FEK1 H1AR II wE.1 - I MV:= H 1AR MV= 0.000 vE.1e MV 0 E.3 Kr- A.2 .,11/4Azttdq, 3SL Version 6.2 18.0 Height to Width Aspect Ratio (cont.) A.3 C.3 E-477.2g 4/12/2006 Page 26 Pitzer & Associates 19.0 Alternative Basic Load Combinations 2003 IBC Section 1605.3.2 (2741 D +L +(Lr) EQ 16 -13 Dead Load D D +L +(S) EQ 16 -13 Live Load L D +L +( R) EQ 16 -13 Live Roof Load Lt. D +L +(wW) EQ 16 -14 Snow Load S D +L +(wW) +(S/2) EQ 16 -15 Rain Load R D +L +S +(wW /2) EQ 16 -16 Wind Load W D +L +S +EJ1.4 EQ 16 -17 Live Load Coefficient f1 0.9D +E/1.4 EQ 16 -18 Earthquake Load, E E= pQe +0.2S EQ 16 -50 E= pQe-0.26 EQ 16 -51 Max Earthquake Load, Em E= i2 +0.2S EQ 16 -52 E= f2 0.2S EQ 16 -53 Special Seismic Loads 1.2D +f1'L +Em 0.9D +Em 3SL Version 6.2 EQ 16 -19 EQ 16 -20 06-186 3SL 5 GL IBC ver1.1.xmcd 4/122006 Page 27 JAMES MARCH BUILDING PERMIT 15815 47TH AVENUE SOUTH TUKWILA, WA SO. FT. TOTAL LOT SIZE 43452 - . r-• . EXISTING IMPERVIOUS SURFACE t. EXISTING DRIVEWAY 1Z ' 734 HOUSE 900 EXISTING GARAGE 264 TOTAL IMPERVIOUS SURFACE 1989 TOTAL PGIS' 734 TOTAL PERVIOUS 11554 DEVELOPED IMPERVIOUS SURFACE HOUSE DRIVEWAY WALKWAY 3056 906 167 TOTAL IMPERVIOUS SURFACE 4129 TOTAL PGIS 906 TOTAL PERVIOUS 9323 NET INCREASE IN IMPERVIOUS SURFACE NET INCREASE IN PGIS 2231 172 *POLLUTION GENERATING IMPERVIOUS SURFACE ME COPY Permit No. - ODECOP�ANCE nn nnycli) SEP 2 8 2006 Ci' Of Tukwila RUILDIN!O DIVISIOnN ..crlag 3 ipt RECEIVED CITY OF TUKWILA JUN 1 S ?O ^5 PERMIT CENTER tXtr SECTION 5.1 ROOF DOWNSPOUT CONTROLS General 1. Downspout infiltration trenches shall be the following minimum lengths (linear feet) per 1,000 square feet of roof area based on soil type: Coarse sands and cobbles: 2012 Medium sand: 3012 Fine sand, loamy sand 75 IF Sandy loam 1251E Loam 190IF 2. Maxdmtmi length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench center lines shall be 6 fret. 4. Filter fabric shall be placed over the drain rock prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the supervision of a geotechnical engineer, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill shall be 60 linear feet per 1,000 square feet of roof area Infiltration rates shall be tested using the methods descrlbed in Section 5.4.1 (p. 5 -53). 6. Infiltration trenches are not allowed on slopes deeper than 25% (4:1). A geotechnical analysis and report may be required on slopes over 15% or if located within 200 feet of the top of steep slope or landctiAe hazard area. 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the aid of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a significant adverse impact per Core Requirement #1 (see Section 1.2.1). Intent: To prevent saturation of the pavement subgrade in the event of system failure. Setbacks 1. All trenches trust be at least 5 feet from any structure, property line, or sensitive area (except steep slopes). 2. All trenches must be at least 50 feet from any sensitive area steep scope. This setback may be reduced to 15 feet based on a geotechnical evaluation, but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration trenches nwst be downgradient of the drainfield. This requirement may be waived if site topography clearly prohibits subsurface flows from intersecting the drainfield. Documentation Requirements 1. The approved plans for single family subdivision projects must show infiltration trench details and the approximate location and size of each proposed downspout infiltration system and septic system (if applicable). Alternatively, details of representative lots may be provided to depict approximate locations of downspout infiltration systems and septic systems (if applicable). 2. If the proposed project is a subdivision, the following note conditioning single family residential building pernrits on compliance with the approved infiltration systems shall be recorded with the plat or short plat "Single family residences constructed on lots created by this subdivision must provide downspor infiltration systems according to the details shown on the approved plans." 911198 1998 Surface Water Design Manual 5-6 FIGURE C.2.B TYPICAL DOWNSPOU Fr 6> vile �� 9--s roof drain :t o ropo b ° 0 0 ° ° : o ' 3 washed roc S R u o� D o p e D o A_ 00 AD ° of fine mesh screen L.. filtar fabric b r 1f infiltration trench PLAN VIEW NTS 6 rigid perforated pipe PROFILE VIEW NTS SECTION A NTS C.2.3— INFILTRATION TRENCHES AND DRYWELLS ■ 1 6 "rigid perforated pipe overflow splash block sump w /solid lid CB sump w /solid lid compacted backfill 6 "rigid perforated pipe washed rock 1 1/2" -3/4" oil/water separator Small Site Drainage Requirements 9/1/98 C -13 1 FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM House — Roof Downspout Small Site Drainage Requites Roof Downspout DRY WELL PLAN VIEW NTS DRY WELL SECTION NTS C-15 Min. 1' above Seasonal High Groundwater Table 9!1)98 APR -04-01 WED 11 NI EASTGATE ENVIROM. HEALTh tax xu Doan 4 �y - V VF�ti• . it t PARCitt., * R3V4 0 .-2t{ 'v! %5y aw Bta.K 8 -mg*. ptartustsort DIRT SkSEffirair PWam6*N61b et ante r sa TO uppel taCTOR Pur 9 tN BRSEtdtne R o NG OOUNTY OF PUBLICagEALTH 0 Da:2nel la •ch len th i Z. . ' - Phones 7' ' /. FOX a. Z • .. 0 2 - • • • sPAIR PROPOSA acne4 ing County JBMIT COMPL€` tsrgate Public Heat DSO S E. Emirate Way leilevne, WA 98007 :ors 296 -.V32 Post -i• Fax Note 7671 uuw • (Qfl: This fo rrt is w., an lenuclgsaikusgvamat Applies far arepair permit should ouar after the di<rim eviraameate, Heath Specialist (E.ILS_) has reviewed this information and siren written aeon for the repair proposal. heed on ties tnmotexity of the sitetsystet, a site application/repair design may berequired. ti FtoN i - PR P ER INFORMATION / fps �/ - 'arcei Number ¢7 ; en /8 Property Address CT71S V7asaft° _CO, / ji iwrar occc pied es �� Comers name Telephone (;7 r 224 S Mailing Addles (If different Min above) ZIP CODE Note: If proposal involves otdy a limited repair, proceed en Section M. As-built Available" Cries 1 Age of System tr yams O s tauahbxr of bedrooms in house Number ofpersons living in build AVaiiabi i y of Public Sewer?_ y um Type afOSS System Serving Building' taYIt -U rt Weer supply: 0 Individual Supply (well/spring) Cl.Ifabl Water F.apply (Name) SECTION H - REASONS FOR REPAIR — sanation of a system failureAreihmetion (Attach Failure Information Sheet, Appendix 7.6, pages 2 & 3) i4(cdif; %Aker OSS re support building proposal (e.g. remodel, expulsion. addition, site improveaants, etc.; Modify ice:- failing system EC'TIONPI- REPAIR CATFC:ORY L L repair (Eramst: a re ;•lacetnet¢ or kJ Repair goes beyond a limited repair but Repair inchsdes fp o: emplacing a ailatioa of building sewer, serape tank lid, , does not intiude corroding dm soil I tl wit abao:Ftion com oneti: I inspetaani"D"'box, conveyance pipes that precede absorption comport (erg., tank replacement, I (e.g. 3ramtieta. mat t) t absabtiib> corrtponer . effiucut pimp for sewage 1 raper often m at component) l trigs' etc) SECTION IV-REPAIR PROPOSAL (Indicate specific details of repair and attach plot plan Appendix 7.6 Pg. 4 ` os • Lao of for limited repair, unless specified by disrict c. ti 20 Dan - 1 Arr.& N L� �l� Print ',aster Installer 0 Ctrtdted DDeesignerf?.F.. 0 Caged ORS Certification Number (ifa:plicbi M / 0/8 Name of person submitting repel] proposal DisttictE-Ii.S. Tr {AmooUmrm-7eweeotwoo 4.1,99 11TH DEPARTMENT ON Y APR 26 2001 Till tAwczeitE HEALTH DEPARTMENT j 1 y.3 7e5 _1 Tit "'proposal is: atisfactoty- Appiicanon for the permit to repair the system may proceed. t Theat sfactory - See courser is below or attached deficiency fist • lntnicict information submitted to supporttho repsb proposal (See xenarkWcomments below). ❑ Based °"jjr.° conpI. LaZd'°1 a ; application is required- temarim /C«oraens Print Date 4.0i.99. t Homeowner ..J File: D06 -233 35mm Drawing # 2. August 23, 2006 City of Tukwila Department of Community Development Attn: Brandon Miles 6200 Southcenter Blvd. Tukwila, WA 98188 Subject: Soil and Slope Evaluation, New Single Family Residence, 15815 47th Avenue S., Tukwila, WA (Permit No.: D06 -233, James Marsh) m COPT Dear Mr. Miles: Permit No. This evaluation rovides an overview of the exi hand p ro sed topography shf►g p po pogr phy for the above site. General. Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotech 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: S CODE REVIEWED COMPLIANCE riftnnuco SEP 2 8 2006 Of Tukwila RUILDIIVG DIVISION J ontsiont C. This evaluation provides information requested in Correction Letter #1 dated July 25, 2006. Paragraph 1 of Planning Division Comments rdquested an evaluation of the soils and surface topography modification proposed to construct the neW residence. An existing older single family residence now exists on the site. The new residence will _. displace the older structure. The site is located on the west side of 47th Avenue S. approximately one half block south of S. 158th Street The general topography of the neighborhood slopes downward to the north at about 6 percent. The lots to the north and south of the site have existing older established residences. The subject lot and the Lots to the north and south were leveled during construction to produce level building pads resulting in a stair step arrangement, with 6 to 8 foot high rockeries located at each step. The soils behind the rockeries may be considered to be original soils behind the lower half, and consolidated fill behind the upper half. The rockeries bordering, the site to the north and south were field observed and found to be in good condition with no probable failure likely under existing conditions. The soils were not investigated in detail in that the soil characteristics do not have a bearing on the factors evaluated in report. From field observable cuts and fills in the vicinity of the existing rockeries, the soils to depth appear to be a uniform silt loam with some tendency to clay within the matrix. Such soils are generally structurally stable in an : RECEIVED CORRECTION CIIYOFTUKwILP LTR# AUG 3 02006 PERMIT CENTER 233 undisturbed state, although they are subject to moderate to severe erosion if exposed to the weather. Discussion. The site has been topographically surveyed by Schroeter Land Surveying (copy attached). This map has been used as the basis for the site plan for the new residence (copy attached). As a result, the existing topography as well as the designed floor elevations and finished site grades on the site plan may be considered accurate. The existing residence is located in the middle portion of the site with crawl space foundation at grade. A small garage is located to the south, near the south property line. The new residence will cover the area of the existing house, but will be much larger, with crawl space foundation. The new garage will be in roughly the same area as the old garage, but will also be much larger. This evaluation will address the finished elevations relative to existing elevations. The goal is to determine what effect the new site elevations will have on the stability of the soils on the site and on adjacent properties. The finished grade in the main body of the site will remain relatively unchanged, and the present condition of stable foundation conditions will remain. The construction of the new residence, if carefully done, will not affect this stability, and may improve it since footing drains will be employed which will dewater the surrounding soils. The placement of the new garage along the south property line will not adversely affect either the site soils or the rockery. The typical existing grade at the base of the south rockery is 359 to 361. The proposed finished grade of the driveway and finished floor elevation of the garage is 361 feet. The new garage and driveway will be placed 7 or 8 feet clear of the face of the existing rockery. As such, it may be determined that the construction and long term placement of the new garage at that location will have no adverse effect on the rockery. The contractor is warned to perform excavations for the footing for the new garage with minimum disturbance of the soils near the base of the rockery. The construction of the new residence itself near the rockery along the north property line represents a different geometry. The top of the rockery is typically 351 to 352, while the base of the rockery, based on field observation, about 8 feet below, or typically about 343 or 344. The proposed finished floor elevation for the lower floor is 352.56, or essentially level with the top of the rockery. Due to the sensitivity of the rockery to disturbance from surcharged loads from the house, footing specifications should be modified in this area to prevent any loading being added. For this reason, it is recommended that deeper stem wall footings be used along the entire north wall of the house, with the base of the footing placed no higher than elevation 346. This will allow a 2:1 safe slope from the rear of the rockery to the foundation, which about 6 feet from the rear of the rockery. Very special care must be used in excavating the trench for this stem wall to minimize soil disturbance between the wall of the excavation and the rockery. A special light weight excavator may be required or the excavation may be done from the inside area of the new house. In addition, the footing drain for the house should be placed at the base of this deep stem wall to ensure saturation of the soils cannot occur. Compaction of the soils replaced on each side of the stem wall must be very lightly done, with any form of mechanical compaction not recommended. The backfill on each side of the deeper stem wall should be done in a balanced scheme of placement. The backfill is not and should not be considered to be structural. Conclusions. 1. The placement of the new residence on the property can be done in such a way that it will not adversely affect soils on site or on adjacent properties, especially the existing rockeries. 2. The placement of the garage and driveway along the south property will not adversely affect the adjacent rockery. The contractor should, however, minimize footing excavations near the base of the wall to the minimum required to construct the footings. The backfill on the south side of the south footing should be mechanically compacted to avoid a weakening of the base soils of the rockery. 3. The footing for the north wall of the house should be deepened so that the base of the footing is no higher than elevation 346. The excavation must be done so as to minimize the disturbance of the soils near the rockery. The equipment used to excavate the trench should be light duty or be done from the area inside the house area, away from the rockery. Backfill on each side of the stem wall should be balanced during placement, and mechanical compaction should not be used. The footing drain for this wall should be placed at the bottom of the wall. The pattern of reinforcement for this wall may remain as per the original shorter stem wall design, with the horizontal and vertical patterns continuing in the deeper wall design. With the above precautions employed, the short and long term stability of the north and south rockeries will not be reduced and the new residence may be constructed as proposed. Note that the engineer cannot be responsible for unusual subsurface conditions not observable during the site investigation or for construction practices employed at the time of construction. It is recommended that a pre- construction meeting be held between the engineer and contractor, and that the engineer be consulted during construction should the contractor need additional guidance reference the above recommendations. Questions relating to the above may be directed to this office. Sincere' Since S7 cVei P.E. Civil Engineer expmes: 4/24/ e 7 tnarsh06/0653 chc3in link fence is 0.3' east/ west end wood fence is 1.6' north & 0.6' east of set rebar w/cap chain link fence 0 0 . 0 In c .0 a) a 0 ' c •ft Jeggp"...4 navalitze.s.atal• as \ ‘14,1 rood fence 36 j 49 S88'34'46"E 6 w 2 b x .,, , P 8 0 x 355.° 67.9' 0 _ .8 0 Z a _ _._ _ 5E5,5- c --..,_ cs• li _ LT - - Cte "CP- _a •,9 - CP •.- a) oc conc. wall sg -) . 4 ) wood fence is 5.5' north of set rebar w/cop 134.48' x 3 .. iockery x -7 0. 9 35" 27.8' 35 15 1.4 35 75 . X X 69.3' en tt`i ■ 59\z x s •55 • 58 8- 43. o 42.6' 3586 chain link fence 42.2' 9' 60 a aspha t driveway 35 x 3 55:6 x?14. - hoin Link fence is 1.6' south k 365.7 SI 134.52 N88'34'46"Vv C P rockery c; C CP A 1 4 A ri ca.. 36/ 0 Found 1" pipe 1.0' north & 0.4' west of calc. position. 5 35 Qi 55.5 8: • CV 8 vl , 0 co 35 6 - ca ' N 11 Found 1-1, Ref. ROS 1 1 /31 /06 • 5T1M5 ReCKERY a STRUCTIO EXIOTM6 Xtb••URE name N 00 °5358" E 100.00' NM / 1 ' / 1 / i i / / i 1 / _ Yi ,f f ; 10' B.S8.L,/ ' I ; i 1 $ 1$ „,,4 d,-- 1 : y J � C � C \f 1 rG 1 \ � \S� 1 i 1 II II J I4' \ 11 I; \ 1 X MAX 1 1 `$ U l r____JQrAACK ELK OR rTt1L\, 1 I 1 1 REMOVE 1 EXISTING GARAGE j % 0 I i CLEARING LIM LLIItS 1 INSnc/ 1 TANK 1 _ 11 JL 552 \ HI =361.99 ■ XLOW =961 i 1 1 1 / I I I 1 I I 1 I ■ 1 ■ .1 REMOV! 1 N. EX19nNG �\ I HOME., I L %------f -. 7 ' . ED RESIDE r R• 11 . ' R\ MAI x. 961.50 � �' �- LOWER.9°52.56 / i' I / 1 \` ---- / .. , 1 1 ` • ENTRANCE 2 EXISTING VEGATATIO • RAISED CURB ` 00°5250” W 100.00' " eX1 R°s ORhERAT •.1 • 47TH AVE 5. EXISTGM WTOD RMOE - Ix 114;r •m 7 BACKUP SEDIMENT RETENTION IA I S- x_ Zel m Ild 1 • E R \ �G s R ERIMETER PROTECTION SILT FENCING EXISTING ROCKER"' EXUnNG MOC sect 1 "= 2.0' SMALL 51 Property Information t -, Address of Property 1 B 81 41 71 AVE S Parcel No (APN): I iN I aI I I6I d I 9 i Is City TUKWiLA, WA 98I€'S Zip code 9F4I Applicant's Name J gMES iv a SS Day Phone ( 200 ) 2.4 (, -14 Applicant's Mailing Address I524 9 41 TM Av r 5 . City UJ IONl L A Wa Zip (Ii, i 9,91 Owner's Name -J Pa S MA+2s 14 Day Phone MO L, ) ' Age of House 01.0 Distance to nearest public sewer Existing Square footage of house I toe@ Number of existing bedrooms 3 Square footage to be added 3 42a0 Number oftbedrooms being added " . 0 Description of proposed changes pErvI0 E %1 ST; N C.r 5 r Or2ToieE-S ANO Cos s WAXY' IQ EvV I+orvlG Type of On -Site Sewage System Serving Property: S EPTIC i ry - 4ftr ' I Additions or repairs to sewage system (give dates and describe briefly) 6EE A " € , ro e '' r ..; • TS (NEW SYSTE 2a l) I � & u • . t Describe or attach any drainfield easements, covenants or notices on title 1JOt-4 E which m ay i SEEP 2 8 2006 1' Water Supply Information 1 3 C i ( +UKWina V water system (water supply with 2 or Water System Name: 1 - RLILUDIN . 1 _ _ ! 4: 1 7 more connections) State I.D. Number: Private (well, spring, etc.) attach copies of well log covenants, chemical/bacteriological sample reports. Public Health — Seattle & King County r REV 141 Ohi Application for Health Department Appr al of Building Pe For houses or structures served by an on -site sewage (septic) system (OSS) Eastgate Public Health Center —14350 SE Eastgate Way, Bellevue WA 98007 (206) 296 -4932 Application Fee: $299.00 Please submit annlication and all support documents in triplicate The minimum support documents include: 1. detailed route map and directions to property 2. plot plan sealed at 1" =20' or 1 " =30', 11" 1 17" max. size, to Include: • house footprint and any proposed changes to that footprint • location of septic tank and pump tank, drainfield and all tight sewer lines • location of reserve drainfield area (repair area) • all water lines and well sites, show 100ft radius around ll a 11 giteq_ • location of all out buildings awr • location of all driveways and parking area it N0. • all property boundaries and easements • all streams and bodies of wale F loor plans of what is changing t c- -- ,..a c:rassmts. 3. p gl g e luilding 11" 117" maximum size paper. � For Health Department Use Only . Approved r) q // gDate By: _ ❑ Disapproved Date By: 0 U h O Hold Date By: Comments /Conditions: LTR # �__ Health Department Use Only Record ID. Number ON 009 Health Dept. Use Only T - Guide Page/Loc. For DDES use Only Date Received Tracicing No. Permit Tech LTD Fee Collected: Yes No E C Er t`� JUL. 31 2006 1lJl EASTGATE ENVIRONMENTAL. HFAI T lj Any person aggrieved by any decision or fine o er of the Health Officer may file a written application for appeal to th Health Officer within 60 calendar days of the decision. (Title 13, K.C.B.O.H. Chapter 13.12 — Sewage Review Committee OO 'R/R RIF toil; 11/15/0 I/ Property Information • . , Address of Prolerty t5 SI 5 4 AV E Parcel No.121 1 01 151 .. CRY - TUKW I LA. Zip I Si 5 - Applicant's Name . J AA ES MAC,..S1-1 Day Phone ( 7 Oln ) 29110 - 1435 Applicant's Mailing Address i$949- il 41E S. City - roic.u-N t- A w A- Zip 'MI bet • p • Owner's Name JAMES '4 'ST EPAPckne: MAI2414 Day Phone ( ?DL' ) erbi Age of House Say Distance to nearest publiC sewer y7):Jr - - - Existing S q u a r e . f o o t a g e of house I 400 + pc Number of existing bedroorits a foOtage to be added (OW- 17.00' 'Nuttiber of bedrooms being added I - ,Square Description of propose(' changes RE-mtaDEL - etc's:T. -struCTOP--P-. 0 2 t-an stortsi • • j .67-Aenrc, NBA.) raevivi iwcz fil onnenici Bra Luz- ot" ' cop • . , Additions or repairs to sewage system (give dates and describebriefly) .V157 Fre) we s 0,1Nfl • n' eztpa)s :(s • ATrrie Hir-r) ) • _ Describe or attach an) drainfield easements, covenants or notices on title, which may impact the property ' AertictrA ro . (Rpr ' 'S____alci1CLilb Fl i f P ?MLA t4cet_m4 (0sn .Water SupPly•Inforthation - ...---r Public water system (water supply with 2 of more connections) Alial4lt LIE vufFTEel TraSsi-34 Private (well, spring, etc.) attach copies of well Mg, . well covenants, chemical/bacteriological sample reports. - - - .- . , Fo earth Ipipirthi. nt se Only O ' • Date , . Approved2., Date' • B ' _„,,g , /at &Tr . ... • 0 . Hold • Pate By: • Ite Or 9; •• JAN 0 8 2004 • - t Comments/COnditionsW 6bn /....- _ Emolt.'7AIE - HEALTH DEPARTMENT - : -- - ublic Health - Seattle & King ZountOFFICE COP •Application for Health Department Approval of Building Permit For houses or structures served by an on-site sewage (septic) system East Public Health Center 14350 SE Eastgate Way, Bellevue, WA 98007 (206) 2964932 Fax: (206) 296-4919 Application Fee: 5210.00 Please submit application and all support documents in triplicate The minimum support documents include: 1. detailed route map and directions to property 2. plot plan scaled at 1"L or 1".=30', 11" x 17" max. size, to include: • house footprint and any proposed changes to tbatfootprint • location of septic tank and pump tank, drainfield and all tight sewer lines • location of reserve drainfield area (repair area) • all water lines and well sites, show lOOft radius around all well sites • location of alt out buildings • location of all driveways and parking areas • all propetty boundaries and easements • all streams and bodies of water 3. Floor Plans of what is changing in the building 11" x 17" maximum size. ' Ballot Permit ApplicationMO version 5, Rev 822/0 Bet 9/i5/00 For DDES use Only C:1 Date Received Tracking No. otr Permit Tech HD Fee C-ollected Health Departuttftt4 ltecord LH. Nutrit0 ON CO5b5k) Akev eqo3 it1/4500 31-S1 , Health Dept. Use Only T - Guide Page/Loc. Any person aggrieved by any decision or final eider of the Health ea may ft meta app r appeai to *fr Healthoffic�witifl days of the date of the above decision: (rttk 3, KCB.041. Chapter (3.12 —Senage Review Commiffise). m ckhn tit is, amore+ "W " ' i . Faxi s ; .. ,%L, i As s di ;M tpAIR PROP08A attic -King County MDT COMPLEs smote Public Heals' 1330 81. Fawtgerr Way leilevtm, WA 98007 106) 296 -4932 Post4t' Fax Note . Trc2,k001normilewallevau 1x9. 14.1.99 7671 fOTE: - Mt fora is not an =Dot csn 93r a tevanermk+ Application a repair permit should occur niter the district aviromeatal Health Specialist (EJLS.) has reviewed this informatim sad given written authorization Mr the repair proposal: heed on the templexity of the sitehystea,, a she appli atiodtepair design may be required. ?meet :wa Number `� 3 l no 0 /b Property Address _ 1� �'Y? _cis., (� 13C Z :war occupied , as A \ Owners Ire wile � pr i reePhOne C, 74 , 4 ,4_95- gat s cif different System Rum shave) ZIP CODE Not*: If proposal Involves only a Stant repair. i %-- Mailing Address proceed to Section E3 Ageo years AwbuftAmiable? fYus Number of bedrooms in bate Ntmiba ofpersons living in building Availability of Public Sewer ?_ _. __ Type ofOSS Stu Serving Buildthg? (''MLUJt Wear supply: 0 Individual Suppl (well/spring) Daf c Water Supply (Name) SECTION ll - REASONS FOR REPAIR Correction of a system failua'rt,aifnoction (Attach Failure informs/on Sheet, Appendix 74 page=_ 2 & 3) Modify/And OSS to snppos't building proposal (e.g. remodel, =mansion, addition, she b eFravemana, arc.) Modify nog-failing systern SECTION ID- REPAIR CATEGORY Li jags Topaz ( Pk_ replacement or installation of building weer, rage tack bd. baTectioir!"D" jinx, conveyance pipes that precede ohs:apnaa component. diluent pimp for sewage t tanks. etc.) U Repair goes beyond suited repair but does not include correcting the soil absotption component (erg., taut replacemear3, repot oftc tt ttcemponevt) • SECTION W- REPAIR PROPC'SAL (Indicate , at� deans of repair and attach pint plan Appendix 7.6 Pg. 4 • e 1je� ,7ir fl lad repair 3 >al 5% ft = ( -e- + r 7 - taw. r i • Name of submitting repair proposal j Print *star Installer ^ tf CtsirfcdDesigiet(P.E. Q Catified OSS C, anti fidniorrtv'ember (if apptidh3s) 61 0/8 HEALTH DEPARTMENT ON Y r lit proposal is: f &tory - Application foe the permit to repair the system may proceed. {� Ilera -See cammsr is below oratlached deficiency fiat B insufficient mform8don submitted to suppasrthe repair proposal (See ztnacirs/commnds below). Based u comp) . Com . a uapplication is required. District E.H.S. Date N.C/s /O/ fternarita/Coittraeral 4��7D 6 C APR 2 6 2001 t/1J i taP11 f= ) HEALTH DEPARTMENT I 4/14005 /id Print Bete 4.01.99 Repair includes firinfeplecivg wlI ab otp darn cons iesr: {e.g., draintletd, mound) dent Homeowner APR- 04-01 RED 11:44 AR EASIGATE ENVID" REAM Pax IV. ouAo PARCEL At. e'?3% ,OOdO15 MVSTALLINIEW 6EPrnC. TAN; O .9L D FEETcwAvrrY agnistI ' 0--424 bdirrk evrist ow BLOCK steno- - 0101( a lb BE pt vD 4tnl atetr BRSSm>t PW tmtme3G IU 6t Me ) 1D unseat LEAttLUSrms, alatrecoft Pump tN BRSEtat3 TTt E -!q MUN�y D .0F PUBLIC E uhl aanevn iN DI f u► - :4 111 R, ' ik ;Li MARSH RESIDENCE / � / / NORTHWEST T E C T S .�,- ° " °'- ► q Q , .�•, K . � /1/�/ w �.` . PLAN MSS4SA5F -ODS 11111111111m Non III mu n Thom ui r L il 11Ii /I i Si diIl l III , .. 2I ' aJ 9 �� IIIII:=:. Q e pllnm iii 111 n SRE 1111 11 r 1 r rn "1 rn r rn -1 -i 0 X MN WI 10 NM Ir rim I1i1II P110/112. 304.• RIGHT ELEVATION REAR ELEVATION N f u 1- x tie u r 9 ?f Z 1tl w z w Al2 AI3 aD W i�o�a 1'9t '� I MARSH RESIDENCE ARCHITECTS wq .,. • .- s . "�° NORTHWEST E - : �c�t1c3„ PLAN M3843ASF —OD$ aD 1 B 1 1 S � ice i 1llh111 I NIII®1111 $ It ■ ■ I v 1 1 z b 9' 9. - -L L IAIIAA111iii IYI a IR6i :it .41 1 III ME Ig ! F P a IV ; 9I`u!IA IP IAUIIIIH l OW. 9 • i l elf s.. 4 1 r ri e y � Il Ir9 c OD 3 D z 11 r A z (MARSH RESIDENCE >., Ave s. .�,,.w.. I ;PLAN M3843A5F -OD13 /./%/ /ARCH1TECTS NORTHWEST .< m .r y Al5 •� O rdr l — i� I s is r1 MARSH RESIDENCE h� M !FARCHITECTS iAL,�,• NORTHWEST t� PLAN M3843ASF —OD13 a �1PW911 I, I NI i A I \ a _ •� Y T - F e2 ; AIIIIII PLIPU x � a II If WIIIAIIAIIee .�.11 11 e Z .,, s � .., ri F s $ 1� S .— i_ __ `, I nmi W IIIIAIAII. y;; U!!. M A ; ,,,, ;.--1 4 II s i 51 o I� 1l t I a I ill 9 r .. e..u. u y Al5 rake i� I s is MARSH RESIDENCE h� M !FARCHITECTS iAL,�,• NORTHWEST �'..c=— PLAN M3843ASF —OD13 i�ii, C 6Ce t L BD 12 -03 -2008 JAMES MARSH 15849 47 AV S TUKWILA WA 98188 RE: Permit No. D06 -233 15815 47 AV S TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, xc: er Marshall, Technician Permit File No. D06 -233 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in wrttinr and nrovlde satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/25/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 07 -15 -2008 JAMES MARSH 15849 47 AV S TUKWILA WA 98188 RE: Permit No. D06 -233 15815 47 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such detemdnation is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/27/2008 , 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, xc: er Marshall, t Technician Permit File No. D06 -233 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 02 -12 -2008 JAMES MARSH 15849 47 AV S TUKWILA WA 98188 RE: Permit No. 1)06 -233 15815 47 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/23/2008, 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, XC: fer Marshall, it Technician Pertnit File No. D06 -233 City of Tukwila ila Jim. Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 -431 -3665 James Marsh 15849 47 Av S Tukwila WA 98188 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D06 -233 Marsh Residence —15815 47 Av S Dear Mr. Marsh: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have any questions concerning the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl File No. D06 -233 ssha 4w"R cian P:Uennifer■Cowection Letters \2006 \D06 -233 Correction L.r NI.DOC 1em 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: July 10, 2006 Project Name: Marsh Residence Permit #: D06 -233 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped not copied.) 1 Respond to the previous letter item # (2) !Structural sheet S -1 shows an engineers stamp (not signed). Other structural sheets are not signed/stamped by the engineer. Structural plans and calculations shall be signed and wet stamped by the engineer or architect whichever one applies. Plans shall be consistent with the calculation documentation packet]. Provide signed stamped plan sheets that are consistent with the engineering. 2 Safety glazing shall be required for windows near stairways within 60 inches vertically and horizontally. Safety glazing shall be required within 60 inches vertically off the bathtub and within 24 inch radius of a door. Indicate on the plans those windows that require safety glazing. (IRC306.4) Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: July 24, 2006 James Marsh D06 -233 15815 47 Ave S. LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. The following item(s) need to be addressed: 1. According to the City's Sensitive Area maps the property contains steep slopes. The existing home does not impact the existing slopes, however the footprint of the new home will require that the topography of the site be altered. Please provide a geo- technicai report prepared by a qualified professional to address the slopes that will be altered as a result of construction activities. 2. There is currently no sewer located within this area of the City. You have proposed to have the house service by a septic tank with a drain - field. The City requires approval from Seattle -King County Public Health for homes that will be served by septic tanks. The approval that has been submitted is insufficient. The approval is from spring of 2001 and the application for the building permit does not match the application for the septic installation permit. Additionally, the site map stamped as approved by Seattle - King County Public Health shows plans that are for an addition to the existing home and not for a new house. Provide approval from Seattle -King County Public Health for the same plans that were submitted to the City. DATE: PROJECT: PERMIT NO: PUBLIC WORKS DEPARTMENT COMMENTS July 25, 2006 MARSH Residence 15815 47 Ave South D06 -233 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. I) The proposed remodel and addition requires a current septic system approval from King County Department of Public Health at (206) 296 -4932. The old King County Health approval that was submitted with your permit application is no longer valid, since it's more than two years old. Please have King County Health Department review your proposal and submit a current approval. 2) Please provide dimension driveway width on plans. Maximum residential driveway width shall be 20 ft. Show proposed driveway all the way to existing road pavement. Rain runoff from private property is not allowed to sheet flow into the City Right of Way. Please show direction of driveway slope and show drainage provisions that will prevent sheet flow into the City Right of Way. June 20, 2006 James Marsh 15849 47 Av S Tukwila WA 98188 Dear Mr. Marsh: Sincerely, Enclosures File: Permit D06 -233 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D06 -233 Marsh Residence — 15815 47 Av S This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on June 16, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. P:\Jennifer\Incomplete Letters \2006\D06.233 Incomplete Ltr #I.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Determination of Completeness Memo Date: June 20, 2006 Protect Name: Marsh Residence Permit #: D06 -233 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable Structural Drawings and structural calculations sheets shall be original stoned wet stamped not copied.) 1 On the site plan provide additional plan details to identify a footing drain or a crawl space water discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Woks Department. The intent is that groundwater will not accumulate in the crawl space. 2 Structural sheet S-1 shows an engineers stamp (not signed). Other structural sheets are not signed/stamped by the engineer. Stnutural plans and calculations shall be signed and wet stamped by the engineer or architect whichever one applies. Plans shall be consistent wfith the calculation documentation packet. Should there be questions conceming the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. JERMIT COORD CUM ACTIVITY NUMBER: D06 -233 DATE: 08 -30 -06 PROJECT NAME: MARSH RESIDENCE SITE ADDRESS: 15815 47 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS : ; rr 111WV`GI Division Public WklocsS PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETtRMINATION OF COMPLETENESS: (Tues., Thurs.) J t Complete Comments: Incomplete n coq -Z P anning Division LEJ Permit Coordinator ❑ DUE DATE: 08 -31-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: fl Docurnentshowiug slip.doc 2 -28 -02 REVIEWER'S INITIALS: Approved with Conditions DATE: DUE DATE: 09-28-06 Not Approved (attach comments) E DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LPERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -233 DATE: 06 -30 -06 PROJECT NAME: MARSH RESIDENCE SITE ADDRESS: 15815 47 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART 1 -t0i* Bui ng ivision ig Fire Prevention Pubic Wprks Structural III I II 1 -ZV DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved ❑ Notation: Documemshoming slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Incomplete ❑ TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: Planning ivision x 6 Permit Coordinator DUE DATE: 07-06-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 08-03-06 Approved with Conditions ❑ Not Approved (attach comments) B ldg'g Fire ❑ PInglid Pw% Staff Initials: /qv' ACTIVITY NUMBER: D06 -233 DATE: 06 -16 -06 PROJECT NAME: MARSH RESIDENCE SITE ADDRESS: 15815 47 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTME TS: , w 610 Aux, G- 24 Buil iblg Division Fire ry Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PERMLT_COORD COPY,,, Structural Planning Division ❑ Permit Coordinator ❑ DUE DATE: 06-20-06 DATE: DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 1115. ( 2 , 0I t/ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials://�- No further Review Required DUE DATE: 07 -18 -06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f - SQL — (EX() Plan Check/Pennit Number: Do Co - 2&.3 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: ISSlS 4 - 1 Ave S Contact Person: J A ES M P&SV+ Phone Number: ( UDC') 2-4(o-0016 Summary of Revision: OE E Air p CH COKttEC TiON S. LC-7TE+e. # I rE* rz e r fl7CM - r LovE2 Sheet Number(s):., , gD , P.D -1 PD -2 P W 2 - "Cloud" or highlight all areas of revision including date ((Revision Received at the City of Tukwila Permit Center by Entered in Permits Plus on I/ ct n(zof %' v City of Tukwila MPsRS1 -% RESIDENcG \ applications \fomis- applications on Ime revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.cttukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CM OF Thicw AUG 3 0 2005 PER1d1T CENTER August 30, 2006 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: CORRECTION LETTER #1 Revision Submittal Development Permit Application Number D06 -233 Marsh Residence -15815 47 Av S Corrections Letter #1 itemized format: Building Department; Item #1 — Structural sheet S -1 shows an engineers stamp (not signed) I received a letter previous to this correction letter #1 and had already responded with a revision submittal to the permit center. Please see attachment BD -1; Building Department; Item #2 — Safety Glazing — Please see drawings BD -2 Planning Division; Item #1 — Sensitive Area — Please see attachment PD -1 Planning Division; Item #2 — Provide Approval from Seattle -King County Public Health for same plans submitted to City of Tukwila; See Attachment PD -2 Public Works Department; Item #1 — Provide Approval from Seattle -King County Public Health — Please see attachment PD -2 Public Works Department; Item #2 — Driveway Dimensions and drainage provisions. — Please see attachment PW -2 Thank you. James and Stephanie Marsh 15849 47 Ave S. Tukwila, WA 98188 (206) 246-0075 RECEIVED CITY OFTUKWILP AUG 3 0 2006 PERMIT CENTER CORRECTION LTR# 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: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: to - 2 B - m(P ® 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: Marsh Residence Project Address: 15815 47 Av S Contact Person: James Marsh Phone Number: 12044 V 3 - P� c i0 Summary of Revision: PRI* 1 DE Cl R1 l., I ►•1 AL °fTlaAl e. Tt 7 RA L 'S i-I EE:TS W 1114 i—hl tx 1 nt F EieS WET t'TA A P. At.jn A-t-ctf rrec S Fat A-WI It ALCULATnr.JS WITI} WET t erc SIervATUCZ- PEOVIOE FOCITIN(.x I)Ppih1 /4.10 carets_ tPF!C.F_ W& TR.. PIscws e& r PLANS. Sheet Number(s): I 2 3 "Cloud" or highlight alt areas of revision including date of revision Received at the City of Tukwila Permit Center by *At W Entered in Permits Plus on 1 I (.3oA0 \applications\forms- applications on line4evision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D06 -233 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF KWIIA JUN 3 0 2006 PERMIT CENTER Part A: (To Be Completed by Applicant) Purpos, of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: M Residential Single Family ❑ Residential Multi-Family ❑ Commercial ❑ Other Applicants Name: Jayn 'j- S4 (.uarcu2 m0.ybh Phone: Qu - g3rj_gD.5D Property Address or Approximate Location: Tax Lot Number. 158 L4 wUe,. S. `rukiu;lo, uA eigtgx a 3U (0 tp OND 15 Legal Description(Attach Map and Legal Description if necessary): 1- 3 Y�I I K. 1 , Isl -ellas aM ehtww , VD! . ? 8/s , 'Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) !Ong County/METRO Capacity Charge: Currently, $ 4250 .70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) RECEIVED CITY OFTUKWIU b. Easements: ❑ Required ❑ May be Required c. other. JUN 13 ?Qnii PERMITCENTEf, 14816 Military Road South P.O. Bo550 Tukwila, A 98168 Phone: (206) 242 -3236 Fax: (206) 2424527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY ! Certificate of Sewer Availability OR % Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year f date of sigrjtu Title 1 511 iJoG Date DGfo -233 The following terms and conditions apply to the attached Val Vue Sewer District ( "District") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. �i , . .A .4AA ALa Appli' its Signature ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY Owner Information; ' - Agent/Contact Person:: Owner Name: James and Stephanie Marsh Agent/Contact: Owner Address: 15815 47th Ave So., Tukwila, WA 98188-2718 Agent Address: Owner Phone: 206 -835 -8250 Contact Phone: 3. CITY OF TUKW /L1✓ Permit Cen1 Division: Community Development Department 206- 431 -3670 Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Part A: To be completed by applicant Site Address: 15815 47th Ave So BUILDING PERMIT 1. The proposed project is within CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: This certificate is for the purposes of: SFR - Remodel ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): One - existing 5/8" meter One - existing 5/8" meter Vehicular distance from nearest hydrant to the closest point of structure is 160' + - to property Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature ART B: To Be completed by water utility district 2. No improvements required. (attach map and legal description showing hydrant location and size of main):. TUKWILA Date Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 /King (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3933.72 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not Intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customers specific needs. 5. Water Availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true : , : correct ► HIGHLINE WATER DISTRICT / 206- 824 -037 B Agency /Phone THOMAS KEOWN DISTRICT ENGINEER 5/31/2006 RECEIVED CITY OFTUKINILA JUN 1 g ?O"9 PERMIT CENTER Date vocr 2S3 15649 57396329 4270 57396277 E 1 0 A N Y to N M N 34A 'us. 0 a LOT 4 6 55404881 276 OT 3 0 4272 04+84 0) M N N 16 7n rn IL 3 167,22 38A 90 O� V �V KC SP 479018 �OP — 7908140953 \\\ LOT 2 LOT 3 4 N N 59 19' 70 ul Y N H2 18 46 1 6 722 39A 58 co o rn 0 • 0 0) * n 4. rn N M '0 8.6 70 1 Y v N Y n t tO O ,n co 6565 Y 66.68 167.22 40A 68.39 1 Of 10 up a n N 7.24 15633 N 57396284 N M 15849 57396339 15859 56359456 19' x 0 32 0 Q 1 57 _ 4E9 *'61714 1:100 15825 --I 15835 5 M `� P' 57 W 57396352 158436 5739637 15.81 125 15644 573960S 1 3f 3) 30 15646 g V1531 573961' 12' a+ 1 57396 1 5 57 t 3'? _ ^ 5736 n • • 3 D: 158 158 5739E 158 g 4 57396C ; 5 158 a 30 5739 N. N g 0 0 Print Report for 15815 47th Ave. S. (rD hydrant #H2123 Date: Wednesday, May 31, 2006, Time: 08:57:19, Page 1 CITY OF TUKWILA, Community Development Department Permit Center 6300 Southcenter 81vd., Suite 100 Tukwila, WA 98188 STATE OF WASHINGTON) COUNTY OF KING ) TAPA6S S M pas 14 [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 12.- and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. j s-P S . oM/H4 ,,,,. s 4 0 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION 1�t PERMIT NO.: (.I -- S G 43% t'ueu ; t +t i t 0F wAS t . SS. tapplications -2004 affidavit in lieu or contractor registration , states as follows: ICAN Permit Center /Building Division: 206 Public Works Department: 206 - 433 - 0179 Planning Division: 206 -431 -3670 ed and swom to before me this C D day of l 0LtE 20 GAD. alga. 6 NOTARY PUBLIC in and for the tate of Washington, Residing at AA.itlA? 41�,� lk Ki County. Name as commissioned: 6P0 12 . 4414 i ktatY4.1 My commission expires: 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor, 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is Tess than $500.00, such work, or operations being considered as of a casual, minor, or Inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into lapplicationsl8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor, 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; - 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of.such political subdivision. The exemption in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an emploYee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as regtiired by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. x x x x x x x x x x x x x x x x x 3 I s{ MARSH BUILDING PERMIT - 15815 47TH AVENUE SOUTH THE DOWNSPOUT DRAINAGE FOR THIS PROJECT WILL' B T' E SA : ISFIED BY INFILTRATING RUNOFF FROM ALL IMPERVIOUS SURFACE, ACCORDING THE THE HEALTH DEPARTMENT APPROVAL FOR THIS SITE, THE SOILS ARE SANDY LOAM F ❑R THE TOP 24- INCHES AND MEDIUM SANDS . FROM ' 24 TO 50 INCHES, INFILTRATI ❑N TRENCHES MUST BE SIZED AT 30 LINEAR FEET OF 2 FOOT WIDE TRENCh, FOR EVERY 1000 SQUARE FEET' OF IMPERVIOUS SURFACE DRAINING TO THE TRENCH, THIRTY FEET OF ' INFILTRATION TRENCH CAN ALSO BE REPLACED WITH A DRYWELL 48 INCHES IN DIAMETER AND FOUR FEET DEEP, THE POTENTIAL INFILTRATI ❑N AREAS SHOWN ON THIS PLAN PROVIDE APPROXIMATELY 140 LINEAR FEET ' ❑F TRENCH, THE AREA IN FRONT OF THE-HOUSE NEAREST THE ROCKERY ON THE PROPERTY TO THE NORTH SHOULD ONLY BE UTILIZED IF THE OTHER AREAS ARE FULLY UTILIZED, t \./ 1 1:0 AMDD r N. 0 O O O r---i III 00 LO I m Ln 0 0 z R,ESERV;�"_ DRAINFIELD X. HCIUSE 15815 L. —L _ _ _ _____ I N88-134-46W 134.52' �m IiIll I i I'll I1I 'IIIII11.Il.iIIIIIIIIIIo I �� Inch 1/1fi 1 2 t 4 I I IJ.I I I I I I I I I I I I I I I LIl I I I I I I I I ILI 0111 I MI.) LI I I I H I I 111 I I 11.1J A. LUCATION OF R ❑CKILRY 1 I. O O CD I 3 0 m CLJ LO 0 0 i W Q Z I— d- M3 t. -JAN. 25 2 3 EXPIRES 5/30/ 2oOX= 1 " =20' JUNE 1 10, 2006 BRIAN S SLEIGHT, P,E, These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility mrRm d for the adequacy of the design rests totally with the drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B SI/2 Zln c y� G )T,-1m I C I I �Tl Tj I I I I I II I .l.l.l- .l .l l.� -1,11 �.i. Ia 3I .� ` `I „ l ' I I I 5I l I 61. �I� `t C.J iiilll'illliillliiII iin iilLliiiililii�iiiiliili�lliililu�luilfl���llilli�i��l�illli�i� H MARSH 'BUILDING, PERMIT - 155815 47TH AVENUE SOUTH THE DOWNSPOUT DRAINAGE FOR THIS .,PROJECT WILL BE SATISFIED. BY INFILTRATING RUNOFF FROM ALL IMPERVIOUS SURFACE. ACCORDING THE THE HEALTH DEPARTMENT APPROVAL FOR THIS SITE" SOILS ARE SANDY LOAM FOR THE 'TOP 24 INCHES AND MEDIUM SANDS FROM 24 TO 50 INCHES, INFILTRATION TRENCHES MUST BE SIZED AT 30 LINEAR FEET 'OF ,2 FOOT WIDE TRENCH FOR EVERY 1000 SQUARE FEET OF IMPERVIOUS SURFACE DRAINING TO THE TRENCH, THIRTY FEET OF INFILTRATION TRENCH CAN ALSO BE REPLACED WITH A DRYWELL 48 INCHES IN DIAMETER AND FOUR FEET DEEP, THE POTENTIAL .INFILTRATION AREAS SHOWN ON THIS PLAN 17 7 7 Z PROVIDE APPROXIMATELY 140 LINEAR FEET OF TRENCH, THE AREA IN FRONT OF THE HOUSE NEAREST THE ROCKERY . ❑N THE PROPERTY TO THE NORTH SHOULD ONLY BE UTILIZED IF THE OTHER AREAS ARE FULLY UTILIZED, O O O O W co Lo m Ln 0 0 z A000 N88- 34 -46W 134,52' O O O O LOCATION OF ROCKERY 31 CD o'i Ln I I� CD 0 L1J Q Z Inch " 1118 3 , l SIM 2872' Z 6Y: h5c E III IIII I11ii.i1iu 11)1ii111 ii'1iliiii 'i iiinuiiiiil iiiiliii i1iiiilil iiiiliiii1iiiiliiiililiilfiiilz iiiili11i iililiii .i� 1" =20' JUNE 10, 2006 BRIAN SLEIGHT, EXPIRES 5 /3n/ 2D0g- P.E. (00.001 50ALI:: 1" = 20' -0" ° O .10 20 40 �I�Ii�1I11�I1�i PH :1)4 1I)4 �,1lUl., IT�f�ilTjifl�I�I Ill�l�llllr�,ril �hrI11 ?�rli���1 Inch 1/18 1I ' 2I < 3I .: �-� 5I 61 . 'fl4FL+irz r Sett txt Since t8j7 +• t t, 6a�vt' � gi�'� '��;t�S G'`''s�"� ---• -r .� ' 1111 I.i.�l�.1111111 uiil1111 lin i11111iil 111111iiil1 I'llI IJ I>illfllilz llll1liil�iilllii�l�; O' U 0j: . rn Lo FU- Q. Co co W _ J L Z "¢ o d 00 00 °o � r Lo N d N Lo CC) N 00 W r zw W U W d LL p0� z ° r Lb rn _� V) �--� F_ V) ,�U w V.J . C ) V z ANW JOB ,NUMBER: 060035 SITE Al DRESS I� y 15815 47TH AVE 5. TUKWILA, WA I m (m I' Im I m I — M ►r� .I FERV I OUS AREA L . 'LOT ( lop I ' AREA: 13,452 5.F. I HOUSE /GARAGE. AREA: 2 52ci 5.F. PORCH/PATIO /DECK AREA: X 5.F. t (51 RAGE] 1 �jCIS'Tlutor 1. DRIVEWAY AREA '741 S.F. "Oil—CIE l TOTAL AREA; 3,2(6ci 5.F. 1 ' I. = 24.5% PROP05ED RE51DEINCE (00.001 50ALI:: 1" = 20' -0" ° O .10 20 40 �I�Ii�1I11�I1�i PH :1)4 1I)4 �,1lUl., IT�f�ilTjifl�I�I Ill�l�llllr�,ril �hrI11 ?�rli���1 Inch 1/18 1I ' 2I < 3I .: �-� 5I 61 . 'fl4FL+irz r Sett txt Since t8j7 +• t t, 6a�vt' � gi�'� '��;t�S G'`''s�"� ---• -r .� ' 1111 I.i.�l�.1111111 uiil1111 lin i11111iil 111111iiil1 I'llI IJ I>illfllilz llll1liil�iilllii�l�; O' U 0j: . rn Lo FU- Q. Co co W _ J L Z "¢ o d 00 00 °o � r Lo N d N Lo CC) N 00 W r zw W U W d LL p0� z ° r Lb rn _� V) �--� F_ V) ,�U w V.J . C ) V z ANW JOB ,NUMBER: 060035