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HomeMy WebLinkAboutPermit D06-228 - Prieto Residence - New HousePRIETO RESIDENCE 11662 44 AV S D06 -228 Parcel No.: 3347400685 Address: 1186244 AV 5 TUKW Suite No: Tenant: Name: PRIETO RESIDENCE Address: 11662 44 AV S , TUKWILA WA 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: httn: / /www.ci.tukwila.wa.us Owner: Name: PRIETO JOSE ALFREDO Address: PRIETO ANA LAURA , 11662 44TH AVE S 98178 Phone: Contact Person: Name: JOSE ALFREDO PRIETO Address: 11662 44 AV $ , TUKWILA WA 98178 Phone: 206 767 -4431 Contractor: Name: BAYVIEW GENERAL CONST INC Address: 12055 44 AV S , TUKWILA WA 98178 Phone: 206 551 -7463 Contractor License No: BAYVIGC945LM DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF 1663 SF SFR WITH 248 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, WATER, DRVIEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. EXISTING HOUSE TO BE DEMOLISHED UNDER BUILDING PERMIT NO. D06 -228. Value of Construction: $184,802.17 Fees Collected: $4,265.57 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D06 -228 Issue Date: 01/10/2007 Permit Expires On: 07/09/2007 Expiration Date: 06/14/2008 Steven M. Mullet, Mayor Steve Lancaster, Director doc: 18C -10/06 D06 -228 Printed: 01 -10 -2007 Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Signature: �i " L I - . 6 Print Name: lace Ayr/ / yi? 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: htto: / /www.ci.tukwila.wa.us Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y 6- Permit Number: D06 - 228 Issue Date: 01/10/2007 Permit Expires On: 07/09/2007 Date: ot(Iojv- Date: / —/v — 07 Steven M. Mullet, Mayor Steve Lancaster, Director s permit and know the same to be true and correct. All provisions of law and ordinances er 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. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10 /06 D06-228 Printed: 01 -10 -2007 Parcel No.: 3347400685 Address: 11662 44 AV S TUKW Suite No: Tenant: PRIETO RESIDENCE I: ***BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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: httn: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 -228 Status: ISSUED Applied Date: 06/13/2006 Issue Date: 01/10/2007 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 Tulcwila Permit Center (208/431- 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. 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tulcwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel - fired appliances shall not be located in, or obtain combustion air from any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall 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. 006-228 Printed: 01 -10 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: ** *BUILDING CONSTRUCTION* ** - IFC - IBC 22: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 23: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 24: 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: Fire hydrant installation requires a Public Works permit. 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)5754407. 29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 30: 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. 31: On -site drywall shall overflow to existing storm drainage system within 44th Ave. South. Coordinate with Public Works Project Inspector for installation of new catch basin within the public right -of -way. 32: Site is within Allentown Flood Control Zone. The flood elevation at the outfall of the river is 10.4'. Verify with Public Works Project Inspector, that the FF elevation of the new house is one (1) foot above this elevation. 33: Work affecting traffic fiows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. doc: Cond - 10/06 D06 -228 Printed: 01 -10 -2007 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. 34: The City of Tukwila has an undergrounding ordinance requiring the power, teleconununications, and cable service lines be underground from the point of connection on the pole to the house. 35: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 38: Any material spilled onto any street shall be cleaned up immediately. 37: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 38: A bond in the amount of 150% x cost of work within the public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 39: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 40: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 41: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 8'. doc: Cond -10/06 * *continued on next page ** D06 -228 Printed: 01 -10 -2007 Signature: doc: Cond -10/06 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 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. Print Name: fent /(4944 / Date: / /D — o z D06 -228 Printed: 01 -10 -2007 CONTACT'PERSO City E -Mail Address: Fax Number: Company Name: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWIIL Community DevelopmerMepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us QMpplinationn\Pormn- Applications On LineU -2006 - Permit Application doe Revised: 4-2006 bh Building Pe t . 6} MechanicalPetmit.1' Phunbiz g/Gas `Pentni Public Works Permii 2. Project Ne 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 ** King Co Assessor's Tax No.: S%(-1-74 6 — o Site Address: I 1 b (o 2. 4 4 E so ,T i14Ca 1) LASuite Number: Floor: 2- Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: B ert7 � JO f(, l7D Mailing Address: ((('(n 2- 44. AVt, 4r). 174C o I t-f tot? 8 City State Zip Name: WI Erb JO cs � I rt {- REDO Day Telephone: (1D ') 7 44 / Mailing Address: 1 I o122- 4f t So 114 KW / (41- ge7f _ 98 State Zip GENERAL CONTRACTOR INFORMATION (Contrsctor; Information for Mechanical (pg 4) for Plumbing and Cos Piping (pg 3) Mailing Address: City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: State OF RECORD — All pains `must he wet stamped by Architect of Record`' Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip ENGINEER OF Imo' CORD All plans must be wet stamped by Engineer of Recbrd Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ �o � i�b ■ Scope of Work (please provide detailed information): T Prui iv-e F Will there be new rack storage? ❑ ..Yes ol n fifa O I Co t?2 Existing Building Valuation: $ o (If yes, a separate permit and plan submittal will be required) Provide.AliBuilding Areas iu:Sgaare Footage Below:, 2nn,Floor 3` Floor Floors ,,_:dirt'. Basement Accessory Stmetiue* Attached Garage Detached Garage, Artached Carport Detached. Carport erect: Uncove Deck Addition to . Existing 'Structure :' 152- RII Type of Consduetion perj$C Type of Occupancy per IBC PLANNING DIVISION: Q 2 Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1 1 08 F *For an Accessory dwelling, provide the following: Lot Area (sq ft): &7 Floor area of principal dwelling: 11 1 Floor area for accessory dwelling: etS *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ,(..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑ „Automatic Fire Alarm ❑..None / ` Other (specify) 5 1 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \A pliationAFams- Applications On Line V -3006 - Permit Applicuion.doc Envied: 4-2006 bh Page 2 of 6 PUBLIC WORI{S PERMIT -I1 FARMATION —' 206- 33 =0i79 Scope of Work (please provide detailed information): Water District ...Tukwila ❑... Water District #I25 ❑...Water Availability Provided Seer District 04, . Tukwtla ❑... ValVue ❑ ...Sewer Use Certificate 0... Sewer Availability Provided (rl Proposed A ctivities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours . / ...Rightof -way Use - No Dis ante m ••. Construction /Excavation Right-of-way V Non Right-of-way Total Cut l cubic yards Total Fill 1 cubic yards 'r..,Sanitiy fide Sewer ❑...Cap or Remove Utilities 0,.. Frontage Improvements ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ,. ..P d rm anent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public o ...Water Main Extension Public Q: Appawion.wo m - AppI'cations on LL"U -2006 - Permit Appnotiaadoc Revised: 42006 bh Call before you Dig: 1- 800 - 424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Private Private ❑ .. Highline ❑ ...Renton ❑ -. Renton ❑ ...Seattle ❑ .. Approved Septic Plans Provided S ujtnitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond , ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone VI. Storm Drainage ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) NO Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ . Trench Excavation Utility Undergrounding 0. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City state Zip Page of Unit Type :. Qty Unit Type: Qty ;Unit Type :' <, . Qty Boiler /Conip$essoe: Fumace<100K BTU / ` Air Handling Unit >10,000 - CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>IOOK BTU 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 Wood/Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hood and Duct 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: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ OF K CJ Sco e of Work (please provide detailed information): NEW 'M3 T u 1ZA/,4 - t2 _ 4 IN11.aft GM. Ir+" t l d " State zip Use: Residential: New ... Replacement .... Commercial: New .... 0 Replacement .... 0 Fuel Type: Electric ❑ Gas....., Other: Indicate type of mechanical work being installed and the quantity below: Q: Application,Wotn,- Application. On Line \3 -2006 -Permit Application.doc Revised: 4 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower r Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial / Receptor, indirect waste Clothes washer, domestic / Floor drain Sinks / Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain / Lavatory Water Closet 2 Building sewer or trailer park sewer Rath water system — per drain (inside building) 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 PLUMBING AND GAS PIPIN6 RMIT INFORMATION - 206 -43 70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: rivt Mailing Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Q:1ApplicadoesWomu- Applirnimu Oe LI,eU -2006- Permit Appliestioe.doc Revised: 48006 bh Valuation of Project (contractor's bid price): $ 4/0 Scope of Work (please provide detailed information): I 1/1.IM- Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: M9'0) "`r„' crie- 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. Print Name: Mailing Address: 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: . r/p Date Application Expires: I Date Application Accepted: Erb ®c% ' 4t6269a //6&2 _1—eV �'E c ou 1*1 Q Upplicationaonns- Applications On Lim y -2006 - Pamit Appliwiondoc Revised: 4-2006 bb Date: _ if Ale 73/20 Day Telephone: Oa) 76 __. 113 40 . 7 € / City state Zi 7t p Staff Initials: Page 6 of 6 QUANTITY IN CUBIC YARDS - RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for l 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for I 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME A L I o / f to TV (SY PERMIT # T) o Co — Z Z B .¢ 4k S• If you do not provide c or b ids o an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention $o o Water /Sewer /Surface Water 1je /7So /Z�000 Road/Parki /Access r 4 So ♦e A. Total Improvements SSb 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C +D) $ /31 '� (4) 5. Enter total excavation volume Enter total fill volume Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees /0 /0 cubic yards cubic yards TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3 s , _ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 (5) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 – 10,000 $194.50 for I 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 – 100,000 $325.00 for the 1S' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C ±D) $ /37 — 0 (6) I_o 7. Pavement Mitigation Fee '� )el i atitit>) (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the exisfng pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 $ 23 s- (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 1231.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* So D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. eo Total A through E $ SO (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) $ — D. Special Connection (TMC Title 14) $ E. Duwamish $ — F. Transportation Mitigation $ — G. Other Fees $ '" Total A through G $ — (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9+10) $ Z 1 1 Approved 09.25.02 Last Revised Jan. 2006 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE 0.75" 2.5" $300 $1,000 Temporary Meter 3 oe RECEIPT NO: R06 -00852 Payee: JOSE A. PRIETO SET ID: S000000501 SET TRANSACTIONS: Set Member D06 -228 M06 -122 PG06 -060 TOTAL: TRANSACTION LIST: Type Method Description Payment Check 1870 ACCOUNT ITEM LIST: Description Amount 1,498.89 32.24 61.50 1,592.63 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT Copy Reprinted on 06 -13 -2006 at 10:10:22 06/13/2006 Initials: JEM Payment Date: 06/13/2006 User ID: 1165 Total Payment: 1,592.63 SET NAME: Tmp set/Initialized Activities TOTAL: Amount 1,592.63 1,592.63 Account Code Current Pmts 000/345.830 1,142.63 000/322.100 250.00 000/345.830 200.00 TOTAL: 1,592.63 6331 06/13 9716 TOTAL 1592.63 Receipt No.: R07 -00047 Payee: THANK NGUYEN ACCOUNT ITEM LIST: Description BONDS /DEPOSITS 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 RECEIPT Parcel No.: 3347400685 Permit Number: D06 -228 Address: 1166244 AV S TUKW Status: APPROVED Suite No: Applied Date: 06/13/2006 Applicant: PRIETO RESIDENCE Issue Date: Initials: LAW Payment Date: 01/10/2007 10:52 AM User ID: 1632 Balance: 81,766.68 TRANSACTION LIST: Type Method Description Amount Payment Cash 1,000.00 Account Code Current Pmts 000/386.908 1,000.00 Total: $1,000.00 Payment Amount: $1,000.00 3642 01/10 9716 TOTAL 1000.00 finer Rerwint -06 Printer- 01 -10 -2007 Doc: RECSETS-O8 RECEIPT NO: R07 -00048 Initials: JEW Payment Date: 01/10/2007 User ID: 1165 Total Payment: 2,231.62 Payee: JOSE ALFREDO PRIETO SET ID: 0109A SET NAME: PRE= SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Thkwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htlp :Mww.ci.tukwila.wa.us ia:1 4 1,766.68 6 -122 158.94 PG06 -060 306.00 TOTAL: 2,231.62 TRANSACTION LIST: Type Method Description SET RECEIPT Amount Payment Cash 2,231.62 TOTAL: 2,231.62 ACCOUNT ITEM LIST: Description BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE WATER INSPECTION FEE WATER TURN -ON FEE Account Code Current Pmts 000/322.100 1,613.68 000/322.100 88.00 000/322.100 158.94 000/345.830 10.00 000/345.830 10.00 000/322.100 208.00 000/342.400 23.50 000/342.400 137.50 000/345.830 -62.50 000/386.904 4.50 401/342.400 15.00 401/343.405 25.00 TOTAL: 2,231.62 6::" f 7716 TOTAL 221 ..62 COMMENTS: e j>,(rir? L- oft-,1/4_, 7 Date Called: 1 1 Special Instructions: O K k° 1 af SC- S A ✓el,vlta Chits 7 Date Wan it c a Requested Phone S - - 9 y4, • it 1I li u (� .,1 a NU 01°-(" Cc v T 5/1 A/1L-T {A'1 -/ of 1" 144, -(Adi ocvi A p Project: // ,q //ob. rv%f3 Type of specti� V\.w� Address: 9 i A S Date Called: e 1 Special Instructions: O K k° 1 af SC- S A ✓el,vlta Chits 7 Date Wan a.m,. Requested Phone S - - 9 y4, • LA 5m twin INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r El Approved per applicable codes Inspector: El Corrections required prior to approval. t A I ate: » [ 0 $58.00 REINSPECTION FEE REQUIRED. Pnor o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: Type of Insftion: Address: // (0 &2 1 /Y d t;e. D alled: - = at U a, � /6' 2� . act/ Special Instructions: [[ //JJ..//.. SCYt a /IS' - sit 4) ( /b OO Ar7 D attee,, a (� r C.�1f / 1; �J a.m. R q stt Phone No ,.2&& = / `/ O � 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 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: rlAh 0_ c✓ t- � Inspector: — I Dat / F /� D S58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: / 7 27 T /C§l/t. xv. ,/,, i,.J'U —AJ /4 Date Wanted: (Spitz/A/17 — 4Ap e `:.) G ry9, ✓ de lozeli✓ is re /Y'/ /r.. ...1a ., .✓s-/n / /G,/ _7 6,4 it g✓Ntr4rka- S/✓✓,ee ) ci -/ 4-15'-07 — ol {�e/,r„j eornikie /,i Pro' t: T Type of Inspection: Address: D Da Called: Special Instructions: D Date Wanted: R Requester: • U Phone No: CITY OF TUKWILA BUILDING DIVISION PERM. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. spe r: 00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be a id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. I R ceipt No.: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ei Corrections required'prior to approval. (Date: !Y 2 28 - „ 3b ,)T7 ' -. . Project: P I eta Res. Type of Inspection: SD Address: I I 662 144 Ave • s Date Called: 5 _ 29 _ 07 Special Instructions: Date Wanted: 3 1 0 _07 "n P.m. Requester: Tan Phone No: 206-551-1463 1r) ;Y INSPECTION NO. INSPECTION RECORD Retain a copy with permit D06 -n PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17) / 07 6,5 itgAr-d u p ( ( CAA oc6 lb i 7g e 1 ( g mt.ik -17) 1/44131, 71 Inspector: 'Date: ,1 $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: COMMENTS: Type of Inspection: WMP, SSS Address: //66g YvAJ, S Date Called: Os Sh1 / fXC ( Avva - V (CA\A -6 E`, 55 5 S Pry* ` s n� , -0 l da ti,,t t!/ PUL. ' s>!'. lar -i is wit..- 6' o D r(. a Arta t Ann - 6 48 .71 67 ) 5 r ,4-e o < naotA Aith Q CM. 7/ P r i e�fD ?is P���P, Type of Inspection: WMP, SSS Address: //66g YvAJ, S Date Called: Os Special Instructions: —� Date Wanted: 05 p.m. Requester: Phone No: 22( Sail-75/63 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TIJKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: f / I Date: 57 V/ 7 6,4) l- t. $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: Project: /-', ? JD /?es . Type of Inspection: 1' A/ g Address: yS�AG //G 42 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OMMENTS: Insp or: 1 j eceipt No.: Date: y -,1-07 58.00 REINSV ECTIOgI FEE REQUIED. Prior to inspection, fee must be paid at 6300 Southceyyyy{{{{ter Blvd., Suite 100. Call to sechedule reinspection. 'Date: Agproved per applicable codes. Corrections required prior to approval. Project: t'le - ir. cd k�'. Type of Inspection: WA-((, -G-kiS - Address: II(o(f)? LigAu S Date Called: Special Instructions: Date W — 1Z-'o—) C Corn:: Requester: Phone No: a- 06551 -7'i1:7 /0 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: r ate : ¥ /, - Corrections required prior to approval. ir% 0 $58.00 REINSPECTION ¥EE REQUIRED. Prior to inspection, fee must be - paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: �r i�iD Type of Inspection: 7��a"fral / r r Address/ / Z r Y Date Called: Special Instructions: Date Wa ne .m. m / L ? — / z-9 Requester: Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -36 Corrections required prior to approval. 0 COMMENTS: rOrZ -2So 5 74 A h, fr-, " 1 ` — Inspector: Date: biz: v7 0 $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: COMMENTS: _/ ,/ S— '2 1/ — 7) Stir,/ V t C " Y)' /Z. / 7 / // � (2_ L ii_,-, J / ze,/fcive 7 /(.lip Date Called: - � k Tv 7 's Li& egg° /k i 7/ n he 1 t t e-v✓pl / L'erC e0- cJ ' 4 4J,2 , -An- Requester: Phone No: „2 / -7y6? Project: / f i /F-0 4p-s. Type of Inspection: rzcinibv 6 \ Address: • f , /74 OZ V S Date Called: - Special Instructions: Date Wanted: q—G a.m Requester: Phone No: „2 / -7y6? CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. io Date: Date: .00 REINSFECTION FE REQUIRED. prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. Project: ,t P/a /7,5. Type of Inspection: 1- '/jlq,04 G \ Address: r /(. & 2 y'1 'au S Date Called: Special Instructions: Date Wanted: a.m. Requester: n 7° 1J v J /dit1 /J /A-/ - P / 2. // . A/p47 Phone No: r- /2/ 74 Ad 1 9 1 C Approved per applicable codes. `Corrections `""l required prior to approval. COMMENTS: /J 6 /C)E 4)q / L /-- /d?/ 2, A'vt(C�i J r 4 J D 04/g ,/t/eittc/Y/ AJ 4/45 n 7° 1J v J /dit1 /J /A-/ - P / 2. // . A/p47 1) !fin /0`rc1)/ lA" AA /.4 4 7./ 4/ devil r- /2/ 74 Ad 1 9 1 C 19 ,iaY&zs, 10 Cid ushqi✓S A416 ,--7w/1-teto elAV C./I / /e 4/dg/2'>k (A/eg S1i I/&/Q /YJ,o- tveen - - / $Z'ucr - /cI r Flit 4 /ere t 37 /?✓ -, 27 t90 / r2 g - _r/t_i//1 g- vf•lr -= gidel6 /G A- b c / Ai A-174? SP41 to t Day_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 58.00 REINSPECTIOt;' FEE REQUIRED ./Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: (206)431 -36 Projp n +ter (r40 VC ac, , Type ofkspectio�y Itno -F Sk'A ?,1/41( Address: (1 I.ln7 yu A,I S Date Called: 1 Special Instructions: Date Wanted: 3 -L3 -0-7 m., P.m. Requester: Phone O (- S51 -7t(le3 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431.36]0 COMMENTS: In El Corrections required prior to approval. Da 0 .00 REINSPECTION FEE EQUIRED. PAor to inspection, fee must e d id at 6300 Southcenter B d., Suite 1 Call to sechedule reinspection. Receipt No.: Date: Projecd _ Type of Inspectio Ad • ress: ((pp// �str ��� Date Called: A Sp ion am; Date Wanted: -7-7-0 .3 � Requester: Phone No: 2406- T/ 7v' 3 Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Receipt No.: INSPECTION RECORD Retain a copy with permit )431- COMMENTS: /S h d S vc , 1/2 , 44 /0 ,) " Corrections required prior to approval. $58.WREINSPECTIONd"EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project* ' rI C Aj Type of Inspection: V l igZ. tS47,1 axl> Address: J!(4 - lift AL, S. Date Called: Special Instructions: Date Wanted: -1i-o7 Requester: Phone No ,Z0 — SE -7' 13 Ej Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Receipt No.: INSPECTION RECORD Retain a copy with permit (206)431 -3j6 El Corrections required prior to approval. COMMENTS: PIP ce�"rY DY d H 4 0 $58.00 RE ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Date: Project: /,, re e - X9 Type of Inspection / \-.. y / T-4 0/ - 40 Address: / /(Z2 — Y' Ai, Ka Date Called: vv Special Instructions: Date Wanted: a.m. / w.� -0/ P. Requester: Phone No 2-o6 -SSi- 75'I! 3 INSPECTION RECORD Retain a copy with permit IN CTioN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (20 • )431.3 Of Corrections required prior to approval. t COMMENTS: • : S PY /YNt �v I,,; f74c 4 • ri $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: Typebf'iifilfectlfmra m !c . _ ia. Address: / /Z -6' S Date Called: Special Instructions: Date Wanted: /�� a,,,, 2 — /2—"/ Requester: Phone No: wo- 55/ -7r41 �J PE I NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, W 8$ ( INSPECTION O. INSPECTION RECORD Retain a copy with permit Receipt No.: ;Date: 4701..1 I Date: 7-17 $58. OpjifEINSPECTI0 EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reirlspection. COMMENTS: /. .r �� j '5!� ligl� Approved per applicable codes. 0Corrections required prior to approval. T ?fr... ‘Yr., reVa 17 i } Project: Type of Inspection) Li49 p \ Address: / /( 7 4%' f7c S Date Called: Speaa Instructions: Date Wanted: - a.m. cZ 0 - 6 7 Requester: Phone No , 2cG -s._S /- 7 V6 .LbG z2e, T PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: In pec�or. I DatE 8 _ fl Jt ^ w 1G 1 00 REINSPECTIO1�FEE REQUIRE . Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 190. Call to sechedule reinspection. Receipt No.: 'Date: Project: A - 1 .' - % Type of Inspection: •.- 7,-090 ,. iJA1C /G'i'i/ Address: ` / / Z — w // s Date Called: /� Special Instructions: Date Wanted: / Zf /,�rti. C p Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20. 431.36L;0 MENTS: Approved per applicable codes. Corrections required prior to approval. ri $58.00 F(fE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: n /r. /� Type of Inspection: 20/ / �i)'7� Address: / /6h2 - , c Date Called: Special Instructions: Date Wanted: 1 27 -07 P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT 'N NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 OMMENTS: r Approved per applicable codes. Corrections required prior to approval. In $58.00 REINSPECTION F paid at 6300 Southcenter Receipt No.: 'Date: . - EQUIRED. Prior to inspection, fee must be lvd., Suite 100. Call to sechedule reinspection. Project: ramp -a Tye of Inspection: {_ Es Si—, µ,9L Address: 11(96 t44A11S Suite #: Contact Person: I ANI 1.5uYta1 Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER - Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 COMMENTS: - ( lam, .F,4Ac . n Inspector: 9 / . Date: X 779 / 35. Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from h e ity of Tukwila Finance Department. CaII to schedule a reinspection. 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 J September 18, 2007 Thanh Nguyen 12055 44 Ave. S Tukwila WA 98178 Dear Mr. Nguyen: Laurie Werle Permit Technician enclosure City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director Subject: Prieto Residence Permit # D06 -228 Performance Bond Enclosed please find check # 334060 in the amount of $1,000.00. This check is reimbursement for the right -of -way performance bond on the above mentioned permit. If you have any questions, please feel free to call me at (206) 433 -7184. Sincerely, (P:Laude Permit/Bond Release/Bond Release D06-228 Prieto) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206- 431 -3665 f £ e 801 oe 17 0 ° °n 0 9 £11 tall int °/ epee ate , o acw ssc2 9£ 4Y � ly1n 22 4£ 1 4 i'v>a 2 , aoa'F 1 2 .41 v� t l a /A ?'7/N/Nd') O O C zb bb • a ts ts S =o EZ � ZZ 0/L° 0000°/ 501.0 Qoob 0 0 B MINSEEMS _Is ... A -/ S £O1 11 0 04o° 0 21 L£ N 3 t n 901 1570 00 i 1 gni LOI °LSL il 000 000 �J. n 5 n O Lb �£ I EMI: �- SL /o 6Z y1 a �� > >s G 8Z ; 0 4 4•IG ZZ 7 IZ Z ut 0 VG z k 1T A r to £b inn 91' 4 b l -� b L� 4 r c / � 1Z I t/p °yluis� v• x oz 9b u � < Coca m 1' ® ' � r3 ® R ' ZZ ays' � Bb MeV 1W4 r a I I 1 lir a Lb ° occer C. i 76 110 � - 2 z � 1 101k1 ,. �5 a E� d: WT 1 P4*0 111 -9 " I LS .� alle ti! M001 PROJECT: PRIETO RESIDENCE BY: Mikhail Lefelman JOB # LB06 -42 DATE: 10.10.06 SHEET 1 OF 32 !c'"' row VERTICAL, LATERAL AND FOUNDATION ANALYSIS House Plan: TAN LUU Client: JOSE ALFREDO PRIETO Location: 11662 44 AVE. S. Table of Contents Scope of Work Lateral Analysis Vertical Analysis Foundation Design Shearwall Schedule Holdown Schedule Typical Details Miscellaneous (206)- 723 -6510 for TUKWILA, WA 98178 1 DQ+IRES 11 / 03 / SD, 50.06 THE STAMP VALID IN RED INK ONLY THESE CALCULATIONS APPLY FOR VERTICAL, LATERAL AND FOUNDATION DESIGN ONLY. THESE CALCULATIONS APPLY ONLY TO THE LOCATION SPECIFIED ABOVE. THE SITE WAS NOT INVESTIGATED AND NO JUDGMENT ON THE SUITABILITY OF THE SITE WAS MADE. A 1 .a CITY OFFTuKWILA OCT 1 3 2Q06 PERMIT CENTER R E COMPLIANCE X 161/ tit Of?lalcw0t BUILDING DIVISION Page No. 2 -3; 4 -14; 15 -29; 14; 30; 0:00 30 -32; CORRECTION LTR# 1;flo 22s V ML Engineering LLC 14607 N.E. 61 Street * Redmond, WA 98052 * (425) 558 -9982 * FAX (425) 895 -1337 Height A. Iw p (psf) p (psf) p (psf) p (psf) 35 -40 ft 1.09 1.0 14.06 9.59 11.12 7.63 30 -35 ft 1.05 1.0 13.55 9.24 10.71 7.35 25 -30 ft 1 1.0 12.90 8.80 10.20 7.00 20 -25 ft 1 1.0 12.90 8.80 10.20 7.00 15 -20 ft 1 1.0 12.90 8.80 10.20 7.00 0 -15 ft 1 1.0 12.90 8.80 10.20 7.00 2•F 3Z DESIGN CRITERIA # LB06 -42 PER 2003 INTERNATIONAL BUILDING CODE DESIGN LOADS: ROOF DEAD LOAD = 15 psf WIND SPEED = ROOF SNOW LOAD = 25 psf EXPOSURE FLOOR DEAD LOAD = 10 psf FLOOR LIVE LOAD = 40 psf TYPE'OF STRUCTURE - RESIDENCE Wind per Section 1609: Design Wind Pressure Per IBC 2003 1609.6 Simplified wind load method for MWFRS: ps = ?. * Iw * ps3o (Eq. 16 -34) where: ps = wind pressure. = Height and Exposure Adjustment Coefficient; T. 1609.6.2.1(4) Iw = Importance Factor per Section 1609.5 ps3o = wind pressure for Exp. "B" at h = 30ft. T. 1609.6.2.1(1) SITE /PROJECT SPECIFIC VALUES: Roof slope 30.2dgr or 7/12. Mean roof height Iw= 1.0 (Table 1604.5) ps3o wall= ps3o roof= ps3o wall= ps3o roof= 12.9 psf 8.8 psf 10.2 psf 7 psf 21 ft ZONE Kzt = 1.00 Horizontal Design Pressure for MWFRS Wall "A" Roof "B" Wall "C" Roof "D" 10 psf min. 10 psf min. Design Wind Pressure (component and cladding) Pnet = ? * Iw * ps3o where: pieta) = wind pressure for Exp. "B" at h = 30ft. T. 1609.6.2.1(2) & 1609.6.2.1(3) poet for roof not in area of discont. -12.30 psf ADJUST FOR pnet for roof in area of discont. -15.20 psf HEIGHT AND poet for roof overhang. -24.70 psf EXPOSURE 85 MPH 3- second gust V ML Engineering LLC 14607 N.E. 61 Street * Redmond, WA 98052 * (425) 558 -9982 * FAX (425) 895 -1337 File: CRITERIA - IBC.xls 3 O 32 DESIGN CRITERIA #LB06 -42 PER 2003 INTERNATIONAL BUILDING CODE Earthquake per Section 1617.5.1 of IBC 2003, Simplified analysis procedure: Seismic base shear V = 1.2 *Sds*W /R V = 0.1735 X W R - The response modification factor W - The effective seismic weight of the structure. le - The occupancy important factor. System overstrength Factor Ss - Mapped spectral response acceleration at short periods 51 - Mapped spectral response acceleration at 1 second period www.eadesign.cr.usgs.qov /html /design -looku ZIP CODE 98178 Latitude 47.49888 Longitude - 122.2777 Fa - Site coefficient Fv - Site coefficient Sds = 2/3 x Fa x Ss = 0.940 Sd1 = 2/3 x Fv x S1 = 0.490 "D" SEISMIC DESIGN CATEGORY 6.50 1.00 3 Seismic use group Site class (Soil property unknown) "C 1.41 0.49 (Equations 16 -56) (Table 1617.6.2) (Table 1604.5) (Table 1617.6.2) (Table 1604.5) (1615.1.1) (Figure 1615.7) (Figure 1615.7) 1.00 (Table 1615.1.2(1) 1.50 (Table 1615.1.2(2) (Eq'ns 16-40 & T. 1616.3(1) (Eq'ns 16-41 & T. 1616.3(2) GOVERN Standard Design Information (Unless noted otherwise on plans): Lumber grade: HF#2 or better, HF #3 @ studs Horizontal roof sheathing: 7/16" OSB or PLYWD, w/ 8d @ 6" o.c.at edges/ 12" o.c. at field. (155pif allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G APA rated Sturd -I -Floor w/ 8d @ 6" o.c. at edges/ 12" o.c. at field. (165p1f allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Anchor Bolts: 5/8" diam. X 10 "L @ 48" o.c. typical, unless noted otherwise. A307 or btr. w/ 7" min. embedment. L of ( 7 g' _ 2X %59= —ea L606 -42 ,Q o.1k25= 2.6' a.a= tk3 a_4 Si sr 5FIsM,c; 4PEI. - Roar= 25-x4Q 1D00gF LIPPER : 2,est a 2'= 19505P P4 ot32 o r zg'x S'. 224 S a o o 12 4 � 6 2.1 4t_ is2` -c ...... MIMI I 1111 I CI �i illl I6x6+ a sCcs.252SF ersairm 66g iiio iiuiiiI • II IIIIIIIII mr._ 1 26.1 t L of ( 7 g' _ 2X %59= —ea L606 -42 ,Q o.1k25= 2.6' a.a= tk3 a_4 Si sr 5FIsM,c; 4PEI. - Roar= 25-x4Q 1D00gF LIPPER : 2,est a 2'= 19505P P4 ot32 o r SEISMIC: V = .1735 W Wr = 1000 SF @ (15 + 10) psf = 25000 # Ss =141 Wuf =1050 SF @(10 +15) psf = 26250# St = 49 Dead Loads: 51250 Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) SIDE/SIDE: V = 4338 Wall L(eff) V A 12 1132 B 20 1886 C 14 1320 TOTAL 46 4,338 SEISMIC ANALYSIS # LB06 -42 FOR PRIETO RESIDENCE NOTE: Redundancy Factor "p" = 1.0 Vertical Distribution UPPER FLOOR SHEAR WALLS L(eff) = MAIN FLOOR SHEAR WALLS Vr = Vuf 4338 # 4554 # Total Redundancy Factor: Check max "v" for p = 1 v= 2xV /A "(1/2) A = 1000 sf v (max) = 274 pif 46.0 v = 94 pif Section Length shear 15 75 20.25 93 11.5 115 max SIS FRONT /BACK: V = 4338 L(eff) = 25.0 v = 174 Wall L(eff) V Section Length shear 1 12.5 2169 35 62 2 12.5 2169 34.5 63 max F/B TOTAL 25 4,338 p. 5 vF3Z 8,892 Redundancy Factor: Check max "v" for p = 1 v = 2 x V / A" (1/2) A = 1050 sf v (max) = 549 pif SIDE /SIDE: V = 4554 L(eff) = 48.0 v = 95 plf Wall L(eff) V Section Length shear A 13 2365 6.25 378 max S/S 8 21 3878 20.25 192 C 14 2648 11.5 230 TOTAL 48 8,892 FRONT /BACK: V = 4554 L(eff) = 25.0 v = 182 Wall L(eff) V Section Length shear 1 12.5 4446 33 135 max F/B 2 12.5 4446 39 114 TOTAL 25 8,892 COMBINED WIND & SEISMIC ANALYSIS # LB06 -42 FOR PRIETO RES. For ALLOWABLE STRESS DESIGN use W WIND: side /side Fr = 48 SF @ 12.9 psf = 85MPH 105 SF @ 10.0 psf = EXP "B" 112 SF @ 10.2 psf = Roof slope 7/12 224 SF @ 10.0 psf = Total Roof s /s: Fr = Fuf 120 SF a 12.9 psf = 252 SF a 10.2 psf= Total Upper Floor s /s: Fuf = front/back Fr = 76 SF 12.9 psf 130 SF @ 10.2 psf = Total Roof f /b: Fr = 108 SF @12.9 psf = 117 SF @10.2psf= Total Upper floor fib: SEISMIC: V = .1735 W Wr = 1000 SF @ (15 + 10) psf = Wuf =1050SF@(10 +15) psf = Dead Loads: Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) 815 psf (partition) Snow load 30 psf x 20% = 0 psf Vertical Distribution Vr = Vuf = ind or (Earthquake / 1.41 819 # "A" 1050 # "B" 1142 # "C" 2240 # "D" 5052 # 1548 # "A" 2570 # "C" 4118 # # Total Ws = 9,170 980 # "A" 1326 # "C" 2306 # 1393 # "A" 1193 # "C" 2587 # # Total f/b = 4,893 25,000 # 26,250 # 51,250 3098 # 3253 # SUMMARY: Wind controls S/S direction. Seismic controls FIB direction. continued Total 6,351 P. 6 bF 32_ COMBINED WIND & SEISMIC ANALYSIS # LB06 -42 FOR PRIETO RES. UPPER FLOOR SHEAR WALLS SIDE/SIDE: V = 5052 Leff) = 46.0 v = 110 plf H /2w seismic/wind Wall L(eff) V Section Length shear Type Factor multiplier < =1 A 12 1318 a 3 88 P1 -6 1.33 0.61 b 5 88 P1 -6 1.00 0.61 c 3.5 88 P1 -6 1.14 0.61 d 3.5 88 P1 -6 1.14 0.61 15 B 20 2196 a 9.5 108 P1 -6 1.00 0.61 b 10.75 108 P1 -6 1.00 0.61 20.25 C 14 1537 a 6.5 134 P1 -6 1.00 • 0.61 b 5 134 P1 -6 1.00 0.61 TOTAL 46 5,052 11.5 FRONT /BACK: V = 3098 L(eff) = 25.0 v = 124 plf H/2w seismic/wind Wall L(eff) V Section Length shear Type Factor multiplier < =1 1 12.5 1549 a 17.5 44 P1 -6 1.00 1.00 b 17.5 44 P1 -6 1.00 1.00 35 2 12.5 1549 a 13 45 P1 -6 1.00 1.00 b 5 45 P1-6 1.00 1.00 d 16.5 45 P1 -6 1.00 1.00 34.5 TOTAL 25 3,098 MAIN FLOOR SHEAR WALLS SIDE /SIDE: V = 4118 L(eff) = 48.0 v = 86 plf H/2w seismic/wind Wall L(eff) V Section Length shear Type Factor multiplier < =1 A 13 2433 a 2.5 389 P1 -3 1.00 0.82 b 1.875 389 P1 -3 1.00 0.82 c 1.875 389 P1 -3 1.00 0.82 B C TOTAL FRONT /BACK: V = 3253 L(eff) = 25.0 v = 130 plf H /2w seismic/wind Wall L(eff) V Section Length shear Type Factor multiplier < =1 1 12.5 3176 a 20.5 96 P1 -6 1.00 1.00 b 12.5 96 P1 -6 1.00 1.00 33 2 12.5 3176 a 22.5 81 P1 -6 1.00 1.00 b 16.5 81 P1 -6 1.00 1.00 39 TOTAL 25 6,351 6.25 21 3998 a 9.5 197 P1 -6 1.00 0.82 b 10.75 197 P1 -6 1.00 0.82 20.25 14 2739 a 6.5 238 P1-6 1.00 0.82 b 5 238 P1 -6 1.00 0.82 48 9,170 11.5 ANCHOR BOLTS USE 5 / 8" 0 Anchor Bolts @ 4' - 0" o.c. Unless Noted Otherwise (U.N.O.) v(II) =790x1.33 = 1050 # /4= 260 pif NOTE: If v (plate) > 350 plf Then V (bolt) = 1050 / 2 = 525 # end P 7or 32 RG cF�2 WALL OVERTURNING - HOLDOWNS FOR PRIETO RESIDENCE Note: 0.67 DL + /- W »>0.9 DL +/ -E/1.4 V H Mot wdl Mr. Mnet END CONDITIONS* T L /FR R /BK UPPER FLOOR WALLS SIDE /SIDE A 31 88 5 88 3.5 88 3.5f 88 B 9.5', 108 10.75' 108 C 6.5, 134'. 5 134 FRONT /BACK 1': 17.5, 44, 17.5: 44 2 13! 45'' 5 45 16.5 . 4 5 MAIN FLOOR W ALLS SIDE/SIDE A 2.5; 389 1.875 389 1.875; 3891 9.5 F 197'1 10.75 197' 6.5: 238 5' 238 FRONT/BACK 1' 20.5; 12.5' 21 22.5;_ 16.5 96 96 81, 81. 8.001 2108, 8.001 3514 8.001 2460, 8.001 2460' 8.00 8243'. 8.00 1 9328. 8.00' 6952 8.00 5348 8.00' 61961, 8.00. 6196; 8.00' 4670' 8.00 1796 8.00 5927 8.00 5.00 5.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 7786'. 3650 3650 16980' 12383 9526 15782 9623, 14657 10748; 80 80 80 80 . 80 80 80 80 145' 145 140 140' 241' 670 328' 328 2419 3097 1132 670 20414 7590 23743' 12769 1867 2844 2132: 2132 5824 6231 5820 4678 622 569 609 609 613 ' ; 580 895 936 80 8208 -2011 -115 80: 82081 -2011 -115, 80 4529' 141' 111 80'', 670' 1126 225 80, 7296. - 1369 -83 80 168 7619 3670 80' 94 3556 1896, 80' 94 3556' 1896 801 2419 184111 1938' 80' 3097 20113' 1871 801 1132 17071' 2626 80 670 13533 2707 -4632 -226 2033 163 -9086 -404 -2020 -122 *END CONDITIONS Pdl 'Dead load reaction at end of wall 1 Perpendicular Exterior Wall T(max) = V(corner) = H x v(min) 2 Perpendicular Wall (min) 5 - 16d nails = 5 x 109 = 545 # 3 Over / Under openings T(max) = h(net) x 198 # / ft 4 A 35 Framing Anchors = 450 # each end CS16 to wall CS16 to hdr CS16 to wall CS16 to bm CS16 to wall /det CS16 to wall CS16 to wall CS16 to wall 1 Pdl 1 Pdl Pdl STHD14 STHD10 STHD10 STHD10 /det STHD10 STHD10 STHD10 1 Pdl 1 Pdl CS16 to hdr CS16 to wall CS16 to bm CS16 to wall CS16 to wall CS16 to wall /det CS16 to wall CS16 to wall Pdl 1 Pdl Pdl 1 STHD14 STHD10 STHD10 HTT22 epoxy STHD10 /det STHD10 STHD10 Pdl 1 Pdl Pdl ijiii.var Ai — - i ' - F - - 4 67' Azt L ev Aiok,44* -- Sat ddilta,A - EilI -. -,.. , - 1 t -- - --- 7 , -.,, i 74.- kla767C.,.*4. ; V# d 'li St irel ..r- ,i! 41 ,2 1 ,4 1 t pr`r, 1 6 5 ( . . - , a s-vryaci=..6 , , , i i 1 Pekl 0e' ' ' ,labs3-t> ' t -1 I _t_cl_jr --- ; I : ilo .., ' rr .. 1 --- I - --, 4; Ili. 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Urn .Ca ■.it11■■Mt■M. ■i ■11■ ■M■ ■.11...11.■■■ ■M i t.:i ■i: :iii:�■u.ii l ien ii iii MIIIii MONIii EMME • 11 MOM aaaaumnii Mutt,tttt■■ to■t■■■11■/ II _l ■ %MME EMENEI MINNEMMEMEMM ESIMMME M . ■ ■■ ■ ■ ■i■ . it. /11■. ■ ■.t. ■AM t■■■■. 1111/11■■ / / • T - 1 7 -- ' T -r PROJECT: 4GFQbt Q C2ipp RFS• JOB L:Bos -42 BY: NIKH�4/C LFF DATE: 14. 0.6 SHEET 1 0 OF �' V ML Engineering LLC 14607 N.E. 61 Street • Redmond, WA 98052 " (425) 558 -9982 • FAX (425) 895 -1337 ROOF FRAMING PLAN l (LATERAL ONLY) NOTE: - COMMON ABBREVIATIONS: U.N.O. = UNLESS NOTED OTHERWISE - ALL EXTERIOR WALLS AND GABLE ENDS TO BE P1 -6, (U.N.O.) - NOTES ON THE PLAN HAVE PRIORITY OVER DETAILS AND SCHEDULES. 1O SHEATH TRUSS PER P1 -6 AT L= 6' -0 ", ADD A35 @ 20" BOTTOM CHORD TO WALL TOP PLATE, SEE DETAIL "T' NOTE TO DESIGNERi DESIGNER MUST REVIEW COMPATIBILITY OF ENGINEERING WITH ARCHITECTURAL DRAWINGS and DETAILS. LEGENDi 20 ENGINEERING DETAILS and SECTIONS 3@ENGINEERING NOTES LaIII�. hIIIIII1I1IIIII1�11111111211ILryI��II iIIIiI1311III) fI�II1TTjT�III�1IIIlII�IIII '1�111��ii1�6 ll� upon tns n{a rlt w fi t t - a�`ri{} S1na i8 TY p iil�nl�illllinllllliliill�lnll .II.II�Iul tiII�LIIIIIIIi�LLLIJJIII�lllllllll�llllll1111�IIIII111I�1( IIIIIII�IIIIIIIII�IIIII1111�HIII1111�Illllllll�lllll Typ 7%. UPPER FLOOR SHEARWALLS (LATERAL ONLY) NOTE: - COMMON ABBREVIATIONS: U.N.O. = UNLESS NOTED OTHERWISE - ALL EXTERIOR WALLS AND GABLE ENDS TO BE P1 -6, (U.N.O.) - ALL POSTS LOCATED IN SHEARWALLS TO BE NAILED AS EDGE NAILING PER SHEARWALL SCHEDULE. - NOTES ON THE PLAN HAVE PRIORITY OVER DETAILS AND SCHEDULES. 1 CS16 TO WALL BELOW, SEE DET. "10 ". 2 CS16 TO HEADER BELOW 3 CS16 TO BEAM BELOW, SEE DET. "12 ". 4 HOLD BACK STUDS TO ALLOW FOR CONTINUOUS SHEARWALL SHEATHING WHERE NOTED. NOTE TO DESIGNER# DESIGNER MUST REVIEW COMPATIBILITY OF ENGINEERING WITH ARCHITECTURAL DRAWINGS and DETAILS. LEGEND 20 ENGINEERING DETAILS. and SECTIONS 3O ENGINEERING NOTES G /leap. tny N i ZQ� � • 12'� alilli:lllli�ili 1i1jl �t i�1 i�ih�� 'i Iil�I�ltlili 1f1�1i1��1i� 1i l inch 1HE ., .1I 2I , 3I+' . 6� # (� (, �.,e, CAll Rdf`"�a 4.f d cSR < sei r. 4ge j .. ��7TCV 1 1 W 1 E f 7 bv� L [Skak Si=18 " y : , Cia # f a:.' "•SK.µ ;}•.x+� AI s .. '. .. � F ` kr v.'4r bti VltY rf�k' {�1 5 6• 4 6 E 6f O L z,, ��� LEA {{��. {{Ini1�1111111:1 �III161i1 .111111.1 -1-1 n1liili�iiiilii»� I ilii111i`1111'1`1iCii91 i i1�ll` il! ii �iiiilii'll�����l��i���uilfii���i��lii�������1����' 2 N Iw I . . MAIN FLOOR SHEARWALLS & UPPER FLOOR FRAMING (LATERAL ONLY) NOTE: - COMMON ABBREVIATIONS: U.N.O. = UNLESS NOTED OTHERWISE - ALL EXTERIOR WALLS AND GABLE ENDS TO BE P1 -6, (U.N.O.) - ALL POSTS LOCATED IN SHEARWALLS TO BE NAILED AS EDGE NAILING PER SHEARWALL SCHEDULE. - NOTES ON THE PLAN HAVE PRIORITY OVER DETAILS AND SCHEDULES. - SEE PLAN AND SHEAR WALL SCHEDULE FOR ANCHOR BOLT SPACING AND SHEARWALL REQUIREMENTS. USE 5/8 "d ANCHOR BOLTS AT 4' -0" O.C. 12" MAX. FROM THE ENDS. With 7" MIN. EMBEDMENT INTO CONCRETE w /2" X 2" X 3/16" PLATE WASHERS (U.N.O.) 1 ADD CS16 STRAP FROM BEAM TO WALL TOP PLATE, SEE DET. "28 ". 2 ADD CS16 ABOVE & BELOW WINDOW, SEE DET. "27 ". 3 LOCATE FLOOR JOIST OVER THE WALLS, ADD A35 @ 20" O.C. JOIST TO WALL TOP PLATE, SEE DETAIL "13 ". 4 HTT22 EPDXY GROUTED TO CONCRETE, SEE DET "15" 5 PROVIDE CS16 STRAP @ GARAGE HEADER TO BLOCKING AT SHEAR WALL, SEE DETAIL "20 "• NOTE TO DESIGNER, DESIGNER MUST REVIEW COMPATIBILITY. OF ENGINEERING WITH ARCHITECTURAL t DRAWINGS and.DETAILS• LEGEND, 20 ENGINEERING DETAILS and SECTIONS 3O ENGINEERING NOTES PRI,E70 RE'S. 1o.so.o6 • 1 h CV H 7 ' ` I� H� `6.rJ •1, � d I 1 ��I GININ� 2 2K1 21 r ' � o ❑ 211 — D 951 r °�• v h N i� Sol WI., 1v. g ,fur . #?r i � •t+wf•��uW.t•le •, to Lb Id.- iblkPS N / sTH o 14 r P. TYR is �y l I ' (2)--RE ,D 1 2,'S XI ,x It�WfLy�GGLINC�� `>e12H t2 5- 5 IPtl I1111 111 ii- lii2lii t,r�ii�l i3���1��if ri7�6>> Inch 1/18 s r .� c 4 t t ,.i-} r + s.�a ",,, � 8 L 9 5 :y £ Z• 4 wo :..:: i niilu mii iinluilt ii li`iii�iiiil iii iii�liiii�iii` iliiii�iiiiliiii�uiVliiii�iii ►lliu�iifiliiii�iiiiliii.i�_. �S i H n 1,0 rVA FOUNDATION PLAN (VERTICAL & LATERAL) NOTE: - COMMON ABBREVIATIONS' U.N.O. = UNLESS NOTED OTHERWISE - NOTES ON THE PLAN HAVE PRIORITY OVER DETAILS AND SCHEDULES. - SEE PLAN AND SHEAR WALL SCHEDULE FOR ANCHOR BOLT SPACING AND SHEARWALL REQUIREMENTS. USE 5/8 "dx10" ANCHOR BOLTS AT 4' -0" ox. 12" MAX. FROM THE ENDS. With 7" MIN. EMBEDMENT INTO CONCRETE W/2" X 2" X 3/16" PLATE WASHERS (U.N.O.) - FOLLOW "SIMPSON STRONG TIE" CATALOG INSTRUCTION FOR INSTALLATION OF ALL CONNECTORS. ORAISE CONCRETE STEM WALL TO A MINIMUM OF 12" ABOVE GARAGE SLAB. 05/8"d ALL THREAD EPDXY GROUTED FOR HTT22. SEE DET. "15" A (2)- 5 /8 "dx10" ANCHOR BOLTS & 2x SILL PLATE B 5/8 "dx10" ANCHOR BOLTS @ 4' -0" O.C. & 2x SILL PLATE ISOLATED FOOTING SCHEDULE AI1nwahIp snit hParinn ranarity 9nnnncf CA LOUT SIZE REINFORCEMENT CAPACITY A 18" x 18" x 10" 3 - #4 EA. WAY 4000# - B 24" x 24" x 10" 3 - #4 EA. WAY 7000# NOTE. TO DESIGNERi DESIGNER MUS'. REVIEW COMPATIBILITY OF ENGINEERING WITH ARCHITECTURAL DRAWINGS and DETAILS. LEGEND] 20 ENGINEERING DETAILS and SECTIONS O ENGINEERING NOTES STHDI q Typ (2) -Rwlo 7 PRIETO RICS.. 10. 0. 06 P. I� cow z+ a. � IrtaoiC w/ 'A w.z.&wMw OJT �1 I jit 51,48 dl %� G2aor- ia► ilil�li !�I��i�iiii!Pi��;!!Iiii�iiif �!�iiali ii I Inch �` �iiil�Ti ;���!liir�r�rl.iii�rirlli1l1i1� i��, 1 /t8 1 2 z i t a 4 Ail 5 6 f�rt�rt,;SxCstt r�".� 4 /fIVCE l 181 P T. 1 A 4,,��'z+ sLb 4 ild + 5l .bl El," Z6; LLyµ "OCSt� nl liiii�iiiilii�i�iiiiliiii�iliiliii��iiiiliiii�iiiiliiu�_ 3 ioA I2 18 � - - -•-- -- j ■ V ) g Ty 11Th PT/ e 1- 1 , !_ Pi Ai NI i a rt ! kta er PI I . -, ■ 1 . 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W t : - i- i i I- - --, - -, 1 t_ i , 1 i' E LL • H , • A_ 2- 5" i 3 (t u s 5 '6 : 1 ; I S 1/2I 5c P rk ila 19 0 Fr 40.1 4 , 1& •I Ti.„.. i , 2L'ix4- I' 11 •• --t- , , .1 I - __ 1 _ 1_ - _ _ _ 111 - - - _ . 1- ...- --4 PROJECT: fi-LFRE-DO RCS. BY: Al/M /Mk I-EPA/HAM JOB S Og-42 DAT 06.. 9C SHEET 4 OF 12 V ML Engineering LLC 14607 N.E. 61 Street Redmond, WA 98052 * (425) 558-9982 FAX (425) 895-1337 1 • t I 2-06 ' • i D: 217_ '� �i Y, .4 T i 5 -5 4 u4 ce 44 JOB# LaW 42 PROJECT: 4-LLQEQD PRIETO RS. BY: / /10 L9tWLM,¢1./ r I t O1 • tortr.a*.w ■a,■ r I. a 4-' FE r INIWISeIIIIIP-_Eves M - r m■cnt Iiu -n-■- • I■,a■>•■r_■■m.ag .. • s r Y r r 151= • _ : e Pia I _Mal i ; Id. m • m ia w Jr IC � ■ pi I F• . L 1 1 14 7 • 41 DATE lea. Of O! SHEET 1-6 OF 32 rr r' 1 4-L , + E V ML Engineering LLC 14607 N.E. 61 Street • Redmond, WA 98052 • (425) 558 -9982 • FAX (425) 895 -1337 • • /� W OO I - `d Wo r ks® .SW MARI FON W000 DESIGN COMPANY V ML ENGINEERING LLC 14607 98052 Ph: 425-558-9982, ax 61 Str 25 -895- 33 Oct. 9, 2006 23:45 PROJECT LB06-42 A. PRIETO O 111 Design Check Calculation Sheet Sizer2004a LOADS (Ibs, psf, o pit) : Load Type Distribution Magnitude Start End Location (ft] Start End Pat - tern Loadl Load2 Dead Snow Full UDL Full UDL 203.0 338.0 No Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : . a a 0' 3' -3" Dead Live Total Bearing. LC number Length 346 549 895 346 549 895 2 1.00 2 1.00 Timber -soft, D.Fir -L, No.2, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 20 fb = 169 0.00 = <L/999 0.01 = <L/999 Fv' = 195 Fb' = 862 0.11 = L/360 0.16 = L/240 fv /Fv' = 0.10 fb /Fb' = 0.20 0.03 0.03 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 750 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +S, M = 727 lbs -ft Shear : LC# 2 = D +S, V = 895, V design = 551 lbs Deflection: LC# 2 = D +S EI= 251e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S -snow W =wind I =impact C= construction CLd= concentrated) All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P S7t,F 32 ■" • OO� Wo r its® I 1 WoodWorks® so,rwnse,ox woos OEM?' COMPANY V ML ENGINEERING LLC 14607 NE Ph: 425-558-9982, Fax: 425-895-1337 52 Oct 9, 2006 23:45 PROJECT LB06 -42 ROOF LOOKOUT Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, o pif) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Dead Snow Full UDL Full UDL 20.0 50.0 No Yes MAXIMUM REAI TIANC /lhel e nd RFA RING: 1 FNf:THC lint • 0 0 ' 2' 3' Dead Live Total Bearing: LC number Length 16 44 60 47 112 160 3 1.00 2 1.00 0 0.00 Lumber -soft, Hem -Fir, No.2, 3- 112x1 -112" Spaced at 24" c/c; Self Weight of 1.08 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; WARNING: this CUSTOM SIZE is not in the database. Refer to online help. Analysis vs. Allowable Stress (psl) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Deflection: Interior Live Total Cantil. Live Total fv = 23 fb = 228 fb = 325 Fv' - 172 Fb' = 1855 Fb' = 1855 fv /Fv' = 0.13 fb /Fb' = 0.12 fb /Fb' = 0.18 0.01 - <L/999 0.01 = <L/999 0.02 - L/609 0.02 = L /516 0.10 = L/240 0.13 = L /180 0.10 = L /120 0.13 = L /90 0.10 0.09 0.20 0.17 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.15 1.00 1.00 1.000 1.500 1.10 1.15 1.00 1.00 - 3 Fb'- 850 1.15 1.00 1.00 1.000 1.500 1.10 1.15 1.00 1.00 - 2 Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Custom duration factor for Wind load = 1.33 Bending( +): LC# 3 = D +S (pattern: Ss), M = 25 lbs -ft Bending( -): LC# 2 = D +S, M = 36 lbs -ft Shear : LC# 2 = D +S, V • 89, V design - 80 lbs Deflection: LC# 3 = D +S (pattern: Ss) EI= 1e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C =construction CLd =concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ -no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. WoodWo rks •, .mtrwAne KM woon nrs,ry COMPANY P�425- 58 -9982, Fax: 425-895- 337 98052 Oct. 9, 2006 23:46 PROJECT A. PRIETO UPPER FLR FLR JST Design Check Calculation Sheet Saer2004a LOADS ( lbs, psf, o plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Dead Live Full UDL Full UDL 13.0 53.0 No Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (In) : l l 0' 13' Dead Live Total Bearing. LC number Length 103 344 448 103 344 448 2 1.00 2 1.00 Lumber -soft, Hem -Fir, No.2, 2x10" Spaced at 16" c./c; Self Weight of 2.87 pH automatically included in bads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using Nos 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 43 fb = 816 0.26 - L/589 0.34 = L/453 Fv' = 150 Fb' - 1075 0.43 = L/360 0.65 = L/240 fv /Fv' = 0.28 fb /Fb' = 0.76 0.61 0.53 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +L, M = 1455 lbs -ft Shear : LCN 2 = D +L, V = 448, V design = 395 lbs Deflection: LCN 2 = D +L EI- 129e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S-snow W-wind I- impact C- construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. P•1°1cF3Z W 00 O surrw.arrnx woon,xs2" COMPANY Ph: 425-558-9982, Fax: 425-895-1337 062 Oct 9, 2006 23:46 PROJECT UPPER FLR H2 Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, o plf ) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Dead Live Full UDL Full UDL 114.0 92.0 No Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : n n 0 ' 6' -3" Dead Live Total Bearing. LC number Length 395 288 683 395 288 683 2 1.00 2 1.00 Timber -soft, D.Fir -L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS not : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 15 fb = 155 0.01 = <L/999 0.01 = <L/999 Fv' = 170 Fb' = 875 0.21 = L/360 0.31 = L/240 fv/F1.0 = 0.09 fb /Fb' = 0.18 0.03 0.05 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 875 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +L, M = 1066 lbs -ft Shear : LC# 2 = D +L, V = 683, V design = 510 lbs Deflection: LC# 2 = D +L EI= 511e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S=snow W =wind I= impact C= construction CLd =concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S/2, X =L +S or L +C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P20 3 2 di WoodWorks® sonwAxe FOR WOOD MICA COMPANY 14607 A: 425-558-9982, Faxa425- -895- 337 Oct. 9, 2006 23:46 PROJECT FL R R H3 Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf) Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Load3 Load4 Dead Snow Dead Live Full UDL Full UDL Full UDL Full UDL 283.0 338.0 65.0 260.0 No Yes No Yes • MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 0 0 ' Dead Live Total Bearing. LC number Length 946 1177 2123 946 1177 2123 3 1.00 3 1.00 Timber -soft, D.Fir -L, No.2, 6x10" Self Weight of 12.41 pif automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 43 fb = 404 0.02 = <L/999 0.03 = <L/999 Fv' = 195 Fb' = 1006 0.17 = L/360 0.26 = L/240 fv /Fv' - 0.22 fb /Fb' = 0.40 0.09 0.10 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 875 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 3 Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Custom duration factor for Wind load = 1.33 Bending( +): LCA 3 = D +.75(L +S), M - 2787 lbs -ft Shear : LCA 3 = D +.75(L +S), V = 2123, V design = 1483 lbs Deflection: LCA 3 = D+.75(L+S) EI= 511e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I- impact C- construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: 8 =5/2, X =L +S or L +C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P24oF 3Z WoodW orks® f t OO Works® swrweeerox worm ws¢" COMPANY Ph: 425-558-9 82, Fax: 425-895-1337 8052 Oct. 9, 200623:46 PROJECT UPPER F BM1 Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, pef, o off) Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Load3 Dead Live Dead Full UDL Full UDL Full UDL 125.0 500.0 80.0 No Yes No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 n 0' 0'-6" Dead Live Total Bearing. LC number Length 1150 2625 3775 1150 2625 3775 2 1.00 - 2 1.00 LVL n -ply, 1.8E, 2600Fb, 1- 314x9 -1/4 ", 3 -Plys Self Weight of 14.0 pB automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using Nos 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 99 fb = 1588 0.22 = L/574 0.32 = L/399 Fv' = 285 Fb' = 2801 0.35 = L/360 0.52 = L/240 fv /Fv' - 0.35 fb /Fb' = 0.57 0.63 0.60 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2600 1.00 - 1.00 1.000 1.04 - 1.04 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fop' 750 - - 1.00 - - - - 1.00 - - - E' 1 -8 million - 1.00 - - - - 1.00 - - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +L, M = 9909 lbs -ft Shear : LC# 2 = D +L, V = 3775, V design = 3220 lbs Deflection: LC# 2 = D +L EI- 208e06 lb -in2 /ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All Le's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ -no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL - BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. P22op 32 d ,, i WoudWorkS f 54lIWMfIOR WOfM MSI(.N COMPANY V ML ENGINEERING LLC Ph: 425-558-9982, Street Redmond, WA Fax 425-895-1337 7052 Oct 9,200623:46 PROJECT UPPER FLR BM1 OPT Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, o pif) l Load Type Distribution Magnitude Start End Location [ft) Start End Pat - tern Loadl Load2 Load3 Dead Live Dead Full UDL Full UDL Full UDL 125.0 500.0 80.0 No Yes No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 1 0' 0' -6" Dead Live Total Bearing. LC number Length 1129 2625 3754 1129 2625 3754 2 1.43 2 1.43 PSL, 2.0E, 2900Fb, 3- 1/2x9 -1/4" Self Weight of 10.12 pif automatically included in loads; Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design - Shear Bending( +) Live Defl'n Total Defl'n fv = 148 fb = 2369 0.30 = L/425 0.42 = L/297 Fv' = 285 Fb' = 2984 0.35 = L/360 0.52 = L/240 fv /Fv' = 0.52 fb /Fb' = 0.79 0.85 0.81 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ .2900 1.00 - 1.00 1.000 1.03 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +L, M - 9855 lbs -ft Shear : LC# 2 = D +L, V = 3754, V design = 3203 lbs Deflection: LC# 2 = D +L EI- 462e06 lb -in2 Total Deflection - 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. P23 32 tili i ii . WoodWorkst sor TWAIN FOR WOOD nevc" COMPANY Ph: 425- 58 -9982, Fax: 425-895-133 Oct. 9, 2006 23:47 PROJECT UPPEERF N4 Design Check Calculation Sheet Sizer 2004a LOADS 1 Ibs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft) Start End Pat - tern Loads Load2 Load3 Dead Live Dead Full UDL Full UDL Full UDL 125.0 500.0 80.0 No Yes No MAXIMUM REV:TU1NR IIhe1 and RFARING I FNf;THS linI • A o 0' 3'-6" Dead Live Total Bearing. LC number Length 372 875 1247 372 875 1247 2 1.00 2 1.00 Lumber -soft, D.Fir -L, No.2, 4x10" Self Weight of 7.69 psf automatically Included in loads: Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi and Deflection ( n) using Nos not : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv - 32 fb = 262 0.00 = <L/999 0.01 = <L/999 Fv' = 180 Fb' = 1080 0.12 = L/360 0.18 = L/240 fv /Fv' = 0.18 fb /Fb' = 0.24 0.04 0.04 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +L, M = 1091 lbs -ft Shear : LC# 2 = D +L, V - 1247, V design = 698 lbs Deflection: LC# 2 = D +L EI= 369e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I- impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S /2, X =L +S or L +C, _ =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P24 32 Woo d Wo r ks® SOF/W,Mr 1W WOOD DESIGN COMPANY 14607 V ML ENGINEERING LLC Ph: 425-558-9982, Street Redmond, WA Fax 425-895-1337 7052 Oct. 9, 2006 23:47 PROJECT UPPER F H5 Design Check Calculation Sheet Sizer2004a LOADS ( lbs, psf, o plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Dead Snow Full UDL Full UDL 125.0 75.0 No Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : A 0' 6' -3" Dead Live Total Bearing. LC number Length 429 234 664 429 234 664 2 1.00 2 1.00 Timber -soft, D.Fir -L, No.2, 6x10" Self Weight of 12.41 pR automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001: Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 14 fb = 150 0.01 = <L/999 0.01 = <L/999 Fv' - 195 Fb' = 1006 0.21 = L/360 0.31 = L/240 fv /Fv' = 0.07 fb /Fb' = 0.15 0.02 0.05 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 875 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +S, M = 1037 lbs -ft Shear : LC# 2 = D +S, V = 664, V design = 496 lbs Deflection: LC# 2 = D +S EI= 511e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _-no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P2 5oF 12- iii. W00 1 /Vo r k S ' SO/1WARf ION WOOD M31l:N COMPANY Ph: 425-558-9982, Street 425-895-1337 8052 p 0 Fax Oct 9, 2006 23:47 PROJECT A .� RIE FO R BM2 Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf) : Load Type Distribution Magnitude Start End Local._ - t] Start End Pat - tern Loadl Load2 Load3 Load4 Dead Snow Wind Wind Full UDL Full UDL Point Point 140.0 100.0 609 -609 2.75 9.00 ca 0 0 0 0 Z>.22 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 I Dead Live Total Bearing. LC number Length 854 679 1534 854 575 1429 3 1.00 2 1.00 Lumber n -ply, Hem -Fir, No.2, 2x10 ", 3 -Pays Self Weight of 8.6 pif automatically included in loads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv - 45 fb - 768 0.10 - <L/999 0.25 = L/544 Fv' = 172 Fb' = 1237 0.38 = L/360 0.58 - L/240 fv /Fv' = 0.26 fb /Fb' = 0.62 0.27 0.44 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC* Fb'+ 850 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load - 1.33 Bending( +): LC# 2 = D +S, M = 4110 lbs -ft Shear : LC# 2 - D +S, V = 1429, V design - 1238 lbs Deflection: LC# 2 = D +S EI- 129e06 lb -in2 /ply Total Deflection = I.00(Dead Load Deflection) + Live Load Deflection. (D =dead L -live S =snow W =wind I =impact C=construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. P 260E- %Z el% I f Fi OO� Wo rks® W surrwnseeru worm DESIGN COMPANY Ph: 5- 58 -99 822, Fax 425-895-1337 7052 Oct. 9, 2006 23:47 PROJECT UPPER FLR H6 Design Check Calculation Sheet Sizer2004a LOADS ( Ibs, psf, o plf ) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Dead Snow Full UDL Full UDL 30.0 50.0 No Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (In) : 0 0' 8' -3" Dead Live Total Bearing. LC number Length • 175 206 381 175 206 381 2 1.00 2 1.00 Timber -soft, D.Fir -L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 9 fb = 114 0.01 = <L/999 0.02 = <L/999 .Fv' = 195 Flo' = 1006 0.28 = L /360 0.41 = L/240 fv /Fv' = 0.05 fb /Fb' = 0.11 0.04 0.05 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 875 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load - 1.33 Bending( +): LC* 2 = D +S, M = 786 lbs -ft Shear : LC# 2 = D +S, V = 381, V design = 308 lbs Deflection: LC6 2 = D +S EI= 511e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I- impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P27 ©'�72 I Wood Wo rks ._ soerwnxcrox w000nes1 °� COMPANY �Ph 98052 :425- 58- 982, Fax: 25 -895- 337 Oct. 9, 2006 23:48 PROJECT E UPPER PLR BM3 Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, o plf) ' Load Type Distribution Magnitude Start End Location (ft) Start End Pat - tern Loadl Load2 Dead Snow Full UDL Full UDL 45.0 75.0 No Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (In) : 0 0 o • 9' Dead Live Total Bearing. LC number Length 237 337 575 237 337 575 2 1.00 2 1.00 Lumber -soft, D.Fir -L, No.2, 4x10" Self Weight of 7.69 pif automatically included in loads; Service: wet; Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 22 fb = 311 0.03 = <L/999 0.06 - <L/999 Fv' = 201 Fb' = 1242 0.30 = L/360 0.45 = L/240 fv /Fv' = 0.11 fb /Fb' = 0.25 0.11 0.13 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.15 0.97 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 0.67 1.00 - - - - 1.00 1.00 - - E' 1.6 million 0.90 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 - D +S, M = 1293 lbs -ft Shear : LC# 2 = D +S, V = 575, V design = 476 lbs Deflection: LC# 2 = D +S EI= 369e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S-snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ -no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P20 F '�a ROOF FRAMING (VERTICAL) DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER LOOKOUTS: 2 x 4 HF # 2 FLAT 24" O.C. U.N.O. NOTE: MAX. OVERHANG 92" HEADERS: 6 x 8 DF # 2 U.N.O. NOTE: PROVIDE f9) 2 X TRIMMER @ ALL HEADERS U.N.O H1: 6x8DF #2 NOTE TO DESIGNERt . DESIGNER REVIEW COM ATIBIL TYTOF ENGINEERING WITH ARCHITECTURAL DRAWINGS and DETAILS, LEGENDt 20 ENGINEERING DETAILS and SECTIONS 3@ENGINEERING NOTES 1aihi2�3T�� 4��i�������i�1 i5)�i�l�i!h'i':h6J;, Inch .1/18 V �� l 1 r� ' afi { ro 1zy 7 Ti sa4tx� idlesam 'a rt ks�t Slntelspl. . �` 1 k 1; 'tS4 �� A ` �" . M1 i _ •y.i..A i 4�t, Vy. YSL Y. E Z W� If HDR P 21_9 of 32- , ■ UPPER FLOOR FRAMING (VERTICAL) DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF RAFTERS: 2x6 HF #2 (ED 24" O.C. NOTE: PROVIDE LSU26 HANGERS na ALL FLUSH FRAMED ENDS CEILING JOISTS: 2x6 HF #2 A 24" O.C. NOTE: PROVIDE LUS26 HANGERS CM ALL FLUSH FRAMED ENDS JOISTS: 2 x 10 HF #2 (7a 16" ox. NOTE: PROVIDE LUS28 HANGERS FOR SINGLE AND LUS28 -2 FOR DBL JOISTS @ ALL FLUSH FRAMED ENDS HEADERS: 6 x 10 DF # 2 U.N.O. NOTE: PROVIDE(1)2X TRIMMER @ ALL HEADERS U.N.O H2: 6x10DF #2 H3: 6x10DF #2 H4: 4 x 10 DF #2 H5: 6x10DF #2 H6: 6x10DF #2 BEAMS: NOTE: PROVIDE (2) 2 X POST @ ALL BEAMS U.N.O. BM1(F): (3)-l.3/4x9.1/4 1.9E LVL OR 3 1/2 x 9 1/4 2.0E PSL BM2(F): (3) 2 x 10 HF #2 BM3: 4 x 10 DF #2 COLUMNS: Cl: 4x4DF #2 TRIMMERS: T1: (2) 2 x 6 HF POST CAPS: PC1: EPC46 PC2: EPC44 PC3: PC44 POST BASES: PB1: CB44 NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO POST.BELOW FOR ALL POINT LOADS ABOVE R DESIGNER+ MUST REVIEW LITY OF ENGINEERING HITECTURAL and DETAILS. LEGEND+ 20 ENGINEERING DETAILS and SECTIONS O ENGINEERING NOTES c Pif 2, P131 ., rl i Inch 52 ,8 ')KTv +CO l t •. t..,.,, nary !'+ V _. Slnce 18p,° + ..I�'� w �?':�if�i�-es :�w +YVe: �i �U o � �.�nt�y'�+'.y�'�' � . 4 �•• , ' PRIETV RCS. . sd.ln.o•6 x t N .H2 HD2 ol p 3 Pat P_ Z5 nF 32 Ur O 1 ot Oq x� Ai I EACH BLOCK FAR WAIL For addition information see "Simpson TO TRUSS SCHEDULE Strong -Tie Connectors catalog" SHEAR WALL PER PLAN (2) -16d END DROPPED SHEAR WALL GABLE END PER PLAN k GRAIN NAILS TRUSS SCHEDULE 1 OUTRIGGER CONNECTION r"; TRUSS CONNECTION RF SIMPSON OSB or PLYWOOD SHEARWALL SCHEDULE FOR SEISMIC DESIGN CATEGORY. "D" AND "E" CAST IN PLACE HOLDOWN SCHEDULE FOR CONCRETE FOUNDATION •. STRUCTURAL NOTES DESIGN cRITFR1A• 15 psf SNOW LEAD LOAD MARK SHEATHING SHEATHING SILL PLATE BOTTOM SILL PLATE ANCHOR BOLTS INTERIOR WALLS TOP ALLOWABLE MARK ON THE PLAN TYPE ALLOW. TENSION LOAD M "FOR SPF or HF ANCHOR MODEL FOR MONO POUR DIAM. IN; -' MIN. EMBEDMENT IN. :. VERTICAL WOOD MEMBER MIN. 10• PH02 EDGE NAILING SIZE NAILING: UNLESS OTHER SPECIFIED ON CONNECTION U.N.O. SHEAR 25 psf FLOOR DEAD LOAD �. STHD14 O 8" 10• HTT22 IRE RE HD6A t r 2x4 6" o,c I GONAL THE PLAN ON THE PLAN HD10A 4520 11: (38) -I6d SINKER 15" 14 2 -2X FLOOR LIVE LOAD 40 psf APA RATED IId O o.c. to PANEL EDGE NAILING STH010 . 3350 O 8" wall (28) -I6d SINKER 10 2 -2X WIND VELOCITY (3- second gust) 85 mph Pt -6 SHEATHING SHEATHING ONE SIDE 8d O 6" o.c. 2X bl SINGLE blockin or. 9 5 /8 "m O A35 O 20" o.c. 240plf WIND EXPOSURE •B" DESIGN SPECTRAL RESPONSE . HTT22 4670 SSTB24 'oist interior' walls 4' - 0" o.c. .' H008 -SDSJ 7210 (8325 -DF) SST828 5/8" 20 -5/8" 2 -2X .. ACCEL. Sds 0.94 SEISMIC DESIGN CATEGORY .9 7/16" APA RATED 16d O 4" o.c. to P1 -4 SHEATHING ONE SIDE 8d O 4" o.c. 2X SINGLE blocking or 5/8 "0' O A35 O 15" o.c. J49p1f 7/8" X6 (2 -2X6) ( NOTES: Minimum Concrete Strength 2500psi U.N.O. o ist interior walls 3' - 0" MATERIALS ALL METHODS, MATER AND WORKMANSHIP ARE TO CONFORM TO AND ADOPTED BUILDING THE INTERNATIONAL BUILDING CODE 2003 EDITION, AS THE GOVERNING JURISDICTION. P1 -3 7/16" APA RATED SHEATHING ONE 8d O 3" o.c. 2X 16d O 3" o.c. staggered to DBL blocking 5/8 "m O SIDE or joist interior walls 1' - 2" o.c. A35 O 12" o.c. 45aplf Extend foundation down as required to receive holdown A.B. embedment. Threaded rod and coupler as required. "SIMPSON" THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 7/16" APA RATED I6d P1 -2 SHEATHING ONE 8d O 2" o.c. 2X O 2" o.c, staggered "0 For Two pour foundation see Catalog SSTBL Model. a. PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL SIDE to DBL blocking or joist 5/8 O A35 O 9" o.c. 589p1f For sill plate more then 1 -1/2" use anchor bolts STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND interior walls 0' - 10" o.c. SSTBL Model. For epoxy -tie holdown anchor application see typical detail below, "Simpson CONNECTION COMPLETED. b. FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS NOTES: For addition information See Strong -Tie Connectors catalog" AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. 1. All fasteners shall be Comm Wire or galvanized box and meet the following Criteria: e. BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY Sd common = 0.131 "0 x 2 -- 1/2" min. CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES lad common = 0.148 "0 x 3" min. SHOWN ON THE PLANS. d. INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH 8d box galvanized = 0.1130 x 2 -1/2 "min. MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. tad box galvanized = 0.1280 x 3" min. INSPECTIONS: . Schedule is based on IBC 2003 for wood framed walls with 20(minimum) SPF/J2 or BTR. NO SPECIAL INSPECTIONS ARE REQUIRED. 3. Sheathing is to be span rated 24/0 minimum and may be plywood or OSB installed on studs are sposed 16" o.c, Max. WOOD ROOF TRUSSES: 4. Space nails at 12" o.c. along intermediate framing members. METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A 5. Sheathing is t0 be directly applied t0 studs and all edges blocked. WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH 6. For shear walls: P1 -3 dt P1 -2 all framing memebers receiving ANSI/TPI 1 -2002 -NATIONAL DESIGN STANDARDS FOR METAL -PLATE edge nailing from abutting panels shall not be less than 3 -inch nominal member. CONNECTED WOOD TRUSS CONSTRUCTION ". TRUSSES INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A Plywood joint nailing shall be staggered. MANUFACTURER. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR 7. Anchor bolts to have a minimum 2 "x2 "0/i6" thick plate washers. ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT 8. Provide full width blocking below post at ends of shear walls. ROOF SHEATHING PER PLAN, NAILED HOLDOWN PER BRACING IDENTIFIED ON THE TRUSS PLANS. 9. Install anchor bolts within 12" and no closer than 4" of each plate break and holdown w /8d NAILS o e" o.c. O PANEL EDGES PLAN anchor. 12" o.c. ALONG t01ATE SHEAR WALL FRAMING F FRAMING. (NO BLOCKING) KING) Bd NAILS AT 4" CONCRETE FOUNDATION f� ;;•11.• °•� .• •11 .•• 8� ' SEE SHEAR WALL SCHEDULE PLYWOOD DIAPHRAGM ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE APA RATED 15/32• PLYWOOD or 7/16" O.S.B. SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS with STEEL STRAP SCHEDULE Bd O 4" O.C. ROOF SHEATHING TO 2x4 PER PLAN BLOCKING TYPE ALLOW. TENSION FASTENERS LOAD for SPF 1Y•, or BTR EACH END NOTES 2x4 OUTRIGGER O 24" O.C. H4 O 24" O.C. 2x4 BLOCK w /(3 ) -16d O D.C. SHEATHING MANUFACTURE TO BLOCKING TRUSSES PER PLAN SIMPSON Hl SEISMIC CUP O 24" o.c. EDGE NAILING PER SH '�.• „N;':' m� ' RETROFIT ANCHOR I 1 3/4• PER TABLE MIN. �t 4 3/8" FOR P40 k Hrr MIN' 5" FOR NO ELEVATION SECI108 LONG DIMENSION PERPENDICULAR TO SUPPORTS with 8d COMMON O 6” o.c. AT ALL EDGES AND 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB - FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE 3/4" PLYWOOD or 23/32" O.S.B. APA RATED STURO -I -FLOOR UNDERLYMENT GRADE with LONG DIMENSION PERPENDICULAR TO SUPPORTS with 8d COMMON O 6" o.c. AT ALL ECES AND 12" o.c. AT ALL INTERMEDIATE SUPPORTS. 1705 TS 2 T522 1040 ys I6d H2.5 365 10-8d to of H1 400 _ A35 450 12 -8d x 1.1 2" EACH BLOCK FAR WAIL For addition information see "Simpson TO TRUSS SCHEDULE Strong -Tie Connectors catalog" SHEAR WALL PER PLAN (2) -16d END DROPPED SHEAR WALL GABLE END PER PLAN k GRAIN NAILS TRUSS SCHEDULE 1 OUTRIGGER CONNECTION r"; TRUSS CONNECTION RF SIMPSON REQUIRED EPDXY -TIE L RF -0t 2x4 w/ A34 O EACH END .MINIMUM All connectors that come into contact with treated ADHESIVE FOR FULL ANCHOR HOLDOWN 'HO' CAPACITY (5) -8d ROOF OVERHANG PER DETAIL "1" SHEATHING T0� 8d O 4" o.c. BLOCKING EMBEDMENT H02A a corrosive material and therefore the type and quolit of con t f t SHEATH TRUSS SHEATH TRUSS " o H05A SET RFB /5x18 10• PH02 PER Pt- P R All anchor belts, washers and nuts are to be hot dipped SHEAR WALL (SEE PLANS) PH05 SHEATHI P OVIDE Hot dipped galvanized or stainless steel nails must be used when fastening the sheathing, studs and joists into DETAIL A DETAIL A SIM. HTT16 SET RFB /5x16 10• HTT22 IRE RE HD6A t r 2x4 6" o,c I GONAL HOSA BRAC 7 /8•e HD10A SET SIMPSON A34 O 15" PHD6 48" oc BRACE TO THRU -BOLT HDa8 2 x 6 NAILER WOOD FRAMING 2x LUMBER TO BE HF /2 or BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE k SILL PLATE HF /3 WHERE NOT SPECIFIED ON THE PLANS: a. COLUMN IN WALLS ARE TO BE (2) -2x STUDS OF THE SAME WIDTH AS THE WALL and NAILED WITH led O'.' 24" o.c. (UNLESS NOTES OTHERWISE) b. FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE TWO FLOOR JOISTS DIRECTLY BENEATH EACH PARTITION IF PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. C. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4' -0" APART AND NAILED TOGETHER IN THE SPLICE ZONE WITH MINIMUM OF (8) -16d COMMON NAILS. I nec ors, as eners, washers and other metal that come into contact with the treated lumber is very important. to prevent electrolysis, always match metal components with fasteners that -01 L RF -0t 2x4 w/ A34 O EACH END e. WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE or EPDXY -TIE HOEDOWN ANCHOR RETROFIT MASONRY IS TO BE PRESERVATIVE TREATED, METAL CONNECTOR FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. All connectors that come into contact with treated Important ACO Fastener Requirements 8d O ed O All treated lumber is treated with ACO (alkaline, copper, ACO is ACID i 4" o.c. 4" o.c. (5) -8d ROOF OVERHANG PER DETAIL "1" SHEATHING T0� 8d O 4" o.c. BLOCKING BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUTS. BOLT Hot dipped galvanized fasteners are to be used with G185 a corrosive material and therefore the type and quolit of con t f t SHEATH TRUSS SHEATH TRUSS " o HOLES ARE TO BE i /is" GREATER IN DIAMETER ' THAN BOLT DIAMETER. 2x AS REOIURED I nec ors, as eners, washers and other metal that come into contact with the treated lumber is very important. to prevent electrolysis, always match metal components with fasteners that PER P1 -6 PER P1 -6 PROVIDE are compatible. INTERMITTENT FRAMING AS REOUIR All connectors that come into contact with treated n materials are to be Simpson Strong -Tie G185 Z -Max, HDG (hot dip galvanized) or SST300 (stainless steel) or equivalent. I6d O 4' O.0 A35 O 20" O.C. Hot dipped galvanized fasteners are to be used with G185 I6d O 4' O.C. Z -Mox and HDG connectors and stainless steel fasteners " o are to be used with SST300 stainless steel connectors. Do 2x AS REOIURED not use stainless steel fasteners with C185 Z -Max or HOG connectors. PER Pt- P R All anchor belts, washers and nuts are to be hot dipped SHEAR WALL (SEE PLANS) galvanized. SHEATHI P OVIDE Hot dipped galvanized or stainless steel nails must be used when fastening the sheathing, studs and joists into DETAIL A DETAIL A SIM. the treated mud sill. Mechanically 9cNunized or electro tat d •I INTER E FRAMIN NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH CABLE END TRUSS ' (4) -I6d n prior to start of work or ordering materials. C. 2. Bottom of all footing are to be level and rest on undisturbed NAILS 2X4 RACE " o PLYWOOD S TH C RUN MAX., APP YAWHE PER Pt- P R F DIACHONAL BRACIt HAS SHEATHI P OVIDE LENGTH MORE TH 6' INTER E FRAMIN AS IRE RE t r 2x4 6" o,c I GONAL r-16 BRAC 48" o.c. SIMPSON A34 O 48" oc BRACE TO TOP WALL PLATE 2 x 6 NAILER PANEL EDGE NAILING NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. FOUNDATION 1. Verify all dimension with architectural plans. Verify all dimensions prior to start of work or ordering materials. C. 2. Bottom of all footing are to be level and rest on undisturbed t g at ican, 0.25 be 0 -bar but not less than lunch. p e gun no s are no appropriate to this Lateral Passive Pressure 200p3f /ft 9. See plan and shearwall schedule for anchor bolt spacing and situation. TRUSS SHEATHING CABLE END WALL Frost depth 18" shearwall requirements. Use 5/8 "d x 10" anchor bolts at 4' -0" o.c. 3 TRUSS GABLE END Concrete Compressive Strength (USD Design) 2500psi 12" max from ends with 7" min embedment into concrete Use hot dipped galvanized or stainless steel fasteners 1. J mu0e -te 4- Concrete Compressive Strength (Weathering) 3000p3i w /2 "x2 "x3/16" plate washer U.N.O. when fastening decking to treated material. \/ RF -» Concrete reinforcing bars 40000p5i 10. Follow SIMPSON STRONG TIE" Catalog instruction for installation Anchor bolts A307 or BTR of all connectors. aII ICI III ILI iLI ILI Ijhlsll II�pp 1 III rjl 1Ij IT1i1T iTI III Iil Illllll IIi l]I i -F1 I I 1I I: I I 2I I`� I I gl ; I I I ,A�1 I ..� I :51 i I 61 Inch s� ' 11//•116 .. ■/y� ���� a 1 �1 t , ' ♦1 n•"�v+ + � •tc r��f 1. it t ��� t��'fq r:h 'tin4 }a,1 =yd �fl � _ i La .. rr'trrw• r J t � i..; 4 Sfnce18721x c 'i • i•�.L � kti4`rt�`�L�L Z l l L 0 6�5, 'z1 e4Ig L III . III�IIIIIIIII�IIIIIIIII�IIULI .LLI�LIIIIIIILILIIII1111�1. 111. LIIIII' IIIIILIIIIIIIII111IIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIill1141 lllll' 11`1 i U A 30 of J 32 J V W LO LIJ _Z CO � Cl) �arnui W to rn t0 LO 00 W LIj Z In 0 Z O LO v co W Z o�v.. Z �aa J J LL Q J U W W 0 I_ Z C/) 00 0o 0 N Q W Q IL W .J D J Z �~ Q F-" _O Q U W 0." OJ U . REVISIONS: DATE: 10/09/06 SCALE: AS SHOWN DRAWN: ML OB: LB06.42 HEET: S1 f RAFTER PER BOTTOM PLATE SHEARWALL PER. PLAN - PLAN NAILING PER SHEAR H2.5.O W /CONTINUOUS SHEATHING ROOF SHEATHING SHEAR WALL WALL SCHEDULE d DOWN TO GLB PER PLAN do 4B" o.e. PER PLAN 16d O 6" o.c. SCHEDULE SHEAR WALL Bd O 6" o.c. 2x10 SHAPED LEDGER 2x BLOCKING PER SHEAR PER PLAN .. � .2%6 .. EDGE NAILING —� (-. BLOCKING � TO BLOCKING w/2 -16d TO STUD k RIM'BOARD WALL SCHEDULE fT1 W LO n 8d NAILS AT 4" O.C. (2) -16d O 6 "o.c. TO EDGE NAILING PER PLAN V W O .BLOCKING. PER SHEAR Z W GO 04 ROOF SHEATHING BOTTOM PLATE - WALL SCHEDULE�I SHEATHING JOINT N fn < Cn PER PLAN NAILING PER RAFTER 8 SHEATHING, Bd O'4" D.C. ROOF LJ.. 2x BLKG. BETWN, SCHEDULE PER PUN . SHEATHING TO I I W iD STUDS w /A34 8d O 6" BLOCKING 1 3/4" LO EACH END o.C. TO (3) 10d TOENAIL , -- - - - - "' LOCATE SHEATHING FLOOR JOIST or TIMBERSTRAND or W W Z N 2% RIM BOARD FLOOR JOIST or Z O CV BLOCKING BLOCKING TO CEIUNC JOIST JOINTS AT RIM BLOCKING PER BLOCKING, PER Z n v 2x JOB RIPPED I BEAM BOARD w/3/8" PLAN O LEDGER w/ (2) 1 G 2 %6 CEILING JOIST rAAP f EO w O EACH STUD and f 10d 70E -NNE AT_/ Z ;? O- LL RAFTERS PER 2 ROWS 16d O 6" 10d TOE -NAIL 6" D.C. PLAN D.C. TO BLOCKING. BEAM PER PLAN SAME EDGESHEAR G AT 6' D.C. / A35 PER w HANGER PER 8d O 4" o.c. ROOF \—SIMPSON H1 or WALL SCHEDULE SHEATHING JOINT --// SHEAR WALL SCHEDULE C PLAN SHEATHING PLYING H2.5 SEISMIC CUP (O.K. TO USE LTP5 J 2X6 LEDGER w/2 2X6 BLOCKING SHIM EDGE NAILING OVER THE ROWS OF 16d O 6" w /16d O 4" BF�U1 PER PLAN PER SHEAR SHEATHING O SAME D.C. PLATEO TOP SHEAR WALL WALL SCHEDULE DISTANCE AS A35) > SEE ARCH. DET. PER PUN dt 8d O I BEAM FOR O.H. /CUTTER SCHEDULE NOTE: USE THIS DETAIL WHEN 4' D.C. L ABOVE SYSTEM SHEAR WALL SHEARWALL PANEL EDGES DO NOT PER PLAN d. FRAME ONTO COMMON MEMBER PER SCHEDULE O.H. DOOR (RIM JOIST) 5 RAFTER CONNECTION RAFTER BEAM SECT. SHEAR TRANSFER 6 LOW ROOF OVER GARAGE 7 EXTERIOR WALL SHEAR EXTERIOR WALL (OPTION) FRMGB -36 8 TRM -01 TR11_6u SHEAR WALL STHO STRAP PER PER PLAN PLAN, STRAP MAY BE PLACED OVER DBL STUD OR SHEAR WALL PER SEE HOLDOWN SHEATHING POST PER PLAN —) i CS16 STRAP ON PLAN k SCHEDULE BOTTOM PLATE SCHEDULE FOR - ` LG Z -J SINGLE STUD STRAP PER NAILING PER SHEAR SIZE k NUMBER Q W/(15)-8d NAILS SHEAR WALL PLAN WALL SCHEDULE OF NAILS Q EACH END. PER PLAN (STAGGER) TO JOIST 'I' I— U) — (4) 8d w/ PLYWD. TO BLOCKING PLYWOOD PLYWOOD •.�. V )w- W BLOCKING SUBFLOOR� :I•, 0 W BOTTOM PLATE NAILING I •1• �... Z FULL BLOCKING - PER SHEAR WALL PLYWOOD BELOW THE POST I SCHEDULE STAGGER TO I I I i l l! SHEATHING ;�• SEE OET. '8" FOR ( ) LOCATION OF BEAM 2X BLOCKING PER PLAN 1 FLOOR JOIST SHEATHING JOINT O 32" o.c. % FL JS7 PER PLAN .N.0 ON PLAN _ 14 BAR + . 211 BLOCKING EDGE NAILING �• ' 6 ^; :i• O 32" o.c. PER SHEAR FLOOR JOISTS • A •1 ���": _ WALL SCHEDULE PER PLAN W A35 PER PLAN 6 • t •'.' 1 ' 6 • ' � tOd TOENAIL SHEAR WALL SHEAR WALL PER O 6" oe PER PLAN C6 cc) O PLAN k SCHEDULE FLOOR JOIST 2X FLR. INSTALL PLYWOOD w SHEAR WALL PER PER PLAN JOIST SHIM AS REDID 1/2' O j Q PLAN k SCHEDULE STEM PER PLAN CORNER CONDITION Of BEAM PER PLAN CORNER OF STEM Q 0- M4 BAR x 30" WALL AS OCCUR O MIN. LENGTH 1 O CS16 STRAP CONNECTION 1 1 BLOCKING TO END WALL 1 2 STRAP TO DBL JOIST 1 SHEARWALL CONNECTION 14 STHD STRAP TIE HOLDOWN ? Y III `" "' °'" STANDARD INSTALLATION J r- TTa1 -11A FRMGB -43 J CENTER LANE of WALL Z r F Q SHEAR WALL PER SHEAR SC PER < O L SHEARWALL PUN k SCHEDULE � PLAN k SCHEDULE C PER PLAN SHEAR WALL PER _ G UHE OF CONCRETE PLAN & SCHEDULE L I_ 2X6 P.T. PLATE . /ANCHOR BOLT 2%6 P.T. PLATE w /ANCHOR f f HTTl6 Or HTT22 PER PLAN 12" MAX FROM ENDS BOLT PER PLAN 12' MAX STEM WALL BCYONO Z Q Z HOEDOWN PER PLAN 6 7' MIN. EMBEDMENT w/ FROM ENDS k 7" WIN. DRIVEWAY APPROACH 2X6 P.T. PLATE w /ANCHOR 2'.2'.3 ER PL WASHER PANEL EDGE EMBEDMENT ./ 2•.21]/16' 2 -0' BOLT PER PLAN 12" MAX Q U W (ELSEWHERE USE 6/6•d.10' NaLWC, PER PL WASHER (ELSEWHERE F - - -' +� TM• COIN:RE7E SuB FROM ENDS k 7" MIN. O w A.B. O b' o,c.) SHEAR WALL USE 3 e'd.l o' AB. O b' q /4 O /6' I I /WWF 6116- 10 /10, l7ABE0MENi w 2 ".2'x3 I6' J / I I .D![II 6 YIL . VAPOR 6ARRIER / / ^^ SHEAR WE o.c.) 1 1 t +' SAND or 3/0'• GRAVEL USE WASHER (ELSEWHERE I..L J FOUNDATION PER PRESSURE TREATED PANEL EDGE (2) /4 LIARS (� I U. PLAN SILL PLATE HALING, PER SHFAR (Z) /4 BARS BAX PANEL EDGE USE 5/6 "d.10" A.B. O 46" WALL SCHEWLE +' TII. CONCRETE sue 4" TH CONCRETE SLAB NAILING. PER o.c.) REVISIONS: /AwF 6x6- 10 /l0, — — SHEAR WALL 01'ER 6 UL VAPOR eARRER /WWF 6X6- 10/10, /4 BARS VE1117rA1 O . '•, SCHEDULE B 4' sAHO a ] /e'• DRIVEL OVER 6 ND VAPOR BARIAVE 16' •... • 6 Hoax. ` •'- (2) iL BARS 4' TICHTUNE BASE t 4' SANG a ] /6'• GRAVEL KIEANAIE/BFN05 ANO • . •• 0d - BASE u 4' TH. ONCRETE S1AE 1 - HORIZONTAL O Id •.c. O 4" VCHTLINE ' v • • " E to -• ----- --- - - - - -- - _----- - - - - -- I OVER 6MA. VAPOR OMRIDI ' • • . • . • • • • d A 4' SAND a a /e'. cmvcL x /4 Bws i m �E DATE: 10109106 o: •I � ( •I — = RIGID WSIA,,1,aN .� •.. ::. — III —III m ♦• •' - e . •A a • 6" i4 BARS VERTICAL LOCK CODES I I— I 1 `� �� PrCROLOCAL WScaocs C • _ 12) /. BAAS 11- -- - _ - _ - SCALE: AS SHOWN 16' C.C. /6' HOOK, 14 BARS VERTICAL O OJ -III- Z R" I 1 o ! m 16' •.c. /6' HOOK, I— DRAWN: ML ALTERNATE BENDS AND u -I I IT <5 VERTICAL O 16' • { HORIZONTAL O 10' c.c. ALTERNATE BENDS AND 4" B" 4" m iO o.c, w /6' HOOK. m Q ' : ' • { ' Q "• m HORIZONTAL O 10' .... ALTERNATE BENDS AND JOB: LB06 -12 ALL THREADED ROD PER (2) -jl4 36" EACH -- I' - 4' ~ m � ' � 1 . HOR120NTAL O 10' o.e. SIDE IN ADDITION TO HOLDOWN SCHEDULE - FOUNDATION w /(SET) EPDXY GROUT — _ •,•, -1. —_ _ SHEET: REINFORCEMENT PER MANUFACTURER (2) /4 BARS U FOUNDATION DRAW I I RECOMENDATIONS SLOPED To coNnN, " (2) /+ BARS ' =—T• g APPROVED 01U1 _ i-I CONnN. •„I FOUNDATION DRAIN u SOURCE 1 -4 1' -4• SLOPED D n APPROVED HTT HOEDOWN – INTERIOR WALL DRAINAGE SOURCE (2) #4 BARS CONTIN. S2 15 FOUNDATION w /SLAB FLR. 1 7 INTER. FNDT. w /SLAB FLR. 1 8 FOUNDATION at GARAGE DOOR 19 FOUNDATION w /SLAB FLR. ABOVE to FOUNDATION BELOW 1 6 MD 07 TND -14 FRMGB -40 R10-09 TNO -6s iII Iji II III ti I, IIi I 1 III iIt I�► �I Iii 11111, IIi�i ICI I�i11��i - -►�� I�.L_I�.I I�.�; i.�� 1..�i.��� I -. I 1I I I I 2I I n ( I I I .P:41 I I I 5I I 61 I Inch 1/16 ; 6 1 �(7�1;��!/V�. 1�.1..�� �+ ( I�) at an aT �x a.)��.M x 41k J(RCe 1877'• fi p 1 fr �. ry .... .: '; �{� a I°J4 � `k•r r1+'�1' •k t� >lC�b: ... Lm �a'.. >.rr � 'v b fll�. Ili�Illllllll�lll. llllllilliJlll. ll�l. I11IIIII1IIIIIIIII�LLLIIJIIII�IIIII1111�111111111�IIIIIIIII�IIIIIIIII1IIIIIIIII�IIIIII (Il�fllllllll�lllllllll�lllal I , 0 I I , CONTINUOUS CS16 DOUBLE W /(15) -Sd EACH END TOP PLATE 6- HEADER . EVENLY SPACED, TO STRAP OR HOLDOWN HEADER AND FLAT PER PLAN BLOCKING. STRAP MAY BE .. :. • —_� . PLACED OVER WALL . SHEATHING .. POST PER PLAN .. SHEAR WALL Iz' x 1x�. SIMPSON COLUMN BASE EDGE NAILING PER PER PLAN - CONCRETE OIL ~L CMU PIER CB{e - 4x8 POSE SIZE u SHEARWALL.SCHEDULE / /�--• I csee -axe POST slzE . , / OR EQUAL SHEAR WALL II / PER SCHED 2X P.T. PLATE u 3X BLOCKING AT p TIE • 8' D.C. BOI.i PER PLAN 12AMMAx FROM PANEL JOINT I I I TYPICAL .CORNER 4• TH: conCRET[ SLAB ENDS e: T MIN. EMBEDMENT ii3 DETAIL • . FlNISH cRABE .two% t�eo� HOOK � ee�'v� BARRIER w/ 2'.Yx3/1e' PL. WASHER (2) 2x STUDS (2) 2. STUDS or 1 I I I • Y SANG a J /e'4 GRAVEL (ELSEWHERE USE S /O'd.10' 8AX AB, O 48' (U. ,0.) POST PER PLAN .. o - -{ — . HOLD BACK STUD TO - S PANEL EDGE SIMPSON S D10 SHEAR WALL PER PLAN, 00 NOT ALLOW FOR CONTINUOUS 'I I NNUNO HOEDOWN / NAIL SHEATHING AT HOEDOWN SHEARWALL SHEATHING — � •e -�;J �_` (28)-16d s Nuts 2x P.T. PLATE W/ (2) -5/8' DUI FOUND4TON MUST L7 —• �- x 10''A. BOLTS w /Y.2'.J/16' SHEAR WALL —/ 2' -6. •� BEM ON UNDISNRBED 1 • � I PLATE WASHER (4) -03 TIES SLAB ON GRADE PER PLAN SOLI .• O 3' O.C. MATCH SIZE and )o ,II II SEE FOUNDATION PLAN •w w • • x (I II TYPICAL INTERSECTION FOR SIZE (2) /4 BARS HC OZ.. DIAMETER I �� REINFORCEMEM N DETAIL. �. I FOUND. WuyTE TO (4) -14 VERT. n W /6' HOOK AT — — — — — I•• FOOTING CONT. FOOTING /(2) -/4 TOP k SOT. (U.N.O.) ISOLATED FOOTING 2 BRACED WALL PANEL SHEARWALLS INTERSECTION TYPICAL CONCRETE WALLS 23 FOR DECK /PORCH G v FRW -22 21 ML- FCMU07 2 4 THICKENED S LA B FRMCa -,s 22 and FOOTING INTERSECTION CONTINUOUS CS16 ed O 4" o.c. STRAP, MAY BE PLACED POST PER PLAN OVER WALL SHEATHING PROVIDE FLAT BLOCKING AT STRAP, LOW ROt'R PROVIDE EVENLY SPACED (15) -8d NAILS ALONG END LENGTH 'L' SIMPSON CS16 COILED 28' MIN. 'L' 28' MIN. STRAP W /(15) -8d EACH END, DON'T PROVIDE STRAP J• SAHO > J /e'. p BEAM PER IF BEAM LOCATED UNDER G"A� e�C xx P.T. PLATE THE TOP WALL PLATE :• THICK CONCRETE Sue i NAILS O /Wwr exe -Io /IO k 2 A/e MA. VAPOR BARm d O 6' LOCKING G NAIL RAP TO R I TOP PLATE d TUDS AND I EVEN SPA D 41 ' (15)- x STUD VAL _ TRUSS PER 5 —I PLAN OPE POST or u 11- STUDS PER n SEE FOUNDATION PLAN FOR SHEAR WALL PLAN SIZE AND REINFORCEMENT PER PLAN Lt . SCHEDULE FOOTING Mm BEM ON uHOSnReEO sal AP OR SHEATH EN IRE WALL AREA HOLD0 N PER SHEARWALL SCHEDULE PER PLAN THAT IS INDICATED ON PLAN 25 ISOLATED FOOTING r -m �� TRUSS' TO WALL 27 NARROW SHEARWALL DETAIL BEAM TO PLATE CONNECTION FRMGB -23 28 RF -21 S D • J S a.11�l�:i ill ILl 111 111 llllll II— i�T ITT�Ii�T ►l� ljl ICI Ij1 l�l1 :1/16' 11 I ( 21 I `I 31 I Ir I 51 I I I I IDCh �YT 1' «f ` xw x pi 1� if r�,, �Pt 17f'k'gsaaZ t "'r 1 I i17*T{® l�J1j 1 j m nes u T v a .. � /RC018j2ix. 1 -lij i. 'N' 1t 4 Ai'� `( 01 , g� � ��.��d� 9ti4.. ' • 9"° , b � E Z �. WO � IIU. III�IIIIIIIII�IILIIIIII��I�I .LLLIIllafllllll�LIIIllII .�ll1J'IIII; lintel( �1► �����f���l������► ��l���A �u���l� )���f���l���l�����1���������1 F" I P. 22OF V c' O � _Z �T�c�i W Go CO W 0 u Z Z O U") v O vXvX (7 �W =Q Z Ix D. u- \� �A.J J Q J � Q W O ❑ I— Z REVISIONS: DATE: 10 /09106 CALE: AS SHOWN RAWN: ML OB: L806 -12 HEET: S3 00 uj 00 0 0 Q w w �g o o J � 04 W W ILL p Q U U W W a O O , ,� U December 5, 2006 Jose Alfredo Prieto 11662 44 Av S Tukwila WA 98178 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Request for Permit Application Extension Development Permit Application No. D06 -228 Mechanical Permit Application No. M06 -122 Plumbing/Gas Piping Permit Application No. PG06 -060 Prieto Residence —11662 44 Av S Dear Mr. Prieto: This letter is in response to your written request for an extension to Permit Application Nos. D06 -228, M06 -122, and PG06 -060. The Building Official has reviewed your letters and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days (through March 10, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fifer M arshall Permit Technician File: Pennit No. D06 -228, M06 -122, PG06 -060 P:VennifelExtension Letters\Pemtit Applications \D06 -228+ Application Extension.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 -431 -3665 w 1 � ", (yy /gyp" a rimy � .✓ A ■ _ � °9Q -9o98. on - LTA - cow acv am ism .. _ I.. . O a N9 -H �b � "+' fJ IMt... 06 ____900? it 0 a3 sWJeL 17!0 sseJppy 02 woJd ma Vis 11 -01 -2006 JOSE ALFREDO PRIETO 1166244AVS TUKWILA WA 98178 RE: Permit Application No. D06 -228 11662 44 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/13/2006, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/10/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/10/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: arshall t Tb chnician Permit File No. D06 -228 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 August 7, 2006 Jose Alfredo Prieto 11662 44 Av S Tukwila WA 98178 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -228 Prieto Residence —11662 44 Av S Dear Mr. Prieto: 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 questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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. Sincerel Je ' fifer - T end arsha a 1 clinician File No. D06 -228 P:Uennifer\Cor oction Leners■2006 \006 -228 Correction Ltr #I.DOC jem City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206.431 -3665 Building Division Review Memo Date: July 10, 2006 Project Name: Prieto Residence Permit #: D06 -228 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 The plans submitted indicate prescriptive construction with engineered sheer walls. New residential construction plan sheets which are engineered with sheer wall construction shall be wet stamped and originally signed by a registered engineer or a registered architect Brace wall framing is also acceptable by a registered architect provided it meets prescriptive requirements for brace wall design. Provide structural plan sheet(s) with the engineers or architects stamp with their original signature. 2 Engineered plans shall have engineer calculations included with the plan set, stamped and signed. Provide engineering calculations. (2003 IBC 106.1) 3 Page S/2, the architecture notes item (2) make reference to SBC 2003 edition. The City of Tukwila does not recognize the SBC design Criteria. Revise plan notes to reflect compliance with the current 2003 IRC and/or IBC codes. 4 The Lateral Restraint Panels (L R P) at the garage door does not meet the prescriptive code requirements of IRC Chapter 6 where the minimum width shall not be less than 24 ". To meet current code requirements, revise the length of the two end panels to meet the prescriptive code or provide an engineered LRP design detail that show the two LRP design shall meet design standards. (R602.10.11 Exception (1) & R602.10.6) 5 The window by the entry door shall be safety glazing to meet code. Indicate that window shall have safety glazing. (R308.4 (6) ) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. r-/'75/ D7 T Intl; /q /, X-a, -7 0- 41/4( /"yo e - r /Venn ; I- rfr r pj-m;-1e ,4r ,- 'ey he c i to PY / on boo o A //do 2. - p'9r#4' Al vet- 5 7 9 7K Tk Gt. rlet WR fl / p (( D �veyp�inc� Pe rot. I /l 'o. b 06 - 2 / -J ha ✓ 4 e -A7�o S90tt \11 Cn75z L A remI 4 N c/ AO 4.• 02 AG-l-- A YJ0-4 79 fort her CO CC /! 11 C4 /f�4- - c, e, r.tl 0 / � ✓7(' c 624 ,/ eAC't_at, �/ rl1oct 4 7 ./ , p /opt and +'$y e An • -I h.nve 8 l b et e and PP pit ft P. i 1-- 4 0 1 :7I-e 9 - f / G0 ha ha ve nigiA -fin 20 c/a -s an T . 1 On ,- hp ✓ &. nn rinsOi, =err P-1- _ 7c Shon 70 2D; 767 y3/ 7 -9 -o7-- ass Oa ler 4709 Ode Aesd RECEIVED Oa JUL 0 0 2007 J ea ""2.- S "`r I RA) PUBLIC 4 - 2 y40 DO( 228 Gi -ly eve - T/ -u.,74_ j o-fov /d/ / /.1-e. -So frye.e.� 14,r q �1n X3 1 /7enn; d- r) e onn iii ro.J / - 2 4, e to ye h r .9 w 9 Y "4 00 1 book up a 7- //a z. - yyr# Ave- a T k u.., t h az q 9s-/7: „Pock, 'airtn, A /Jo. t) 0.6 - 2 t . LIavr. -/a /br -fo S'nf C1i ' herclicc eci- ifth.e /In f 2o,V t eC164 / ? ev 3 7 1 0 / � 6e. rep /a c " P a n -/4 <inn, 2 hi ve --`` o e'Q/P 4, LAm a lei d ifyit r,P. .. hnvw flip / "ear ao day - and 7 0 rlip ,L 1070‘.09. r n a n c t t tT7 7P 9ho91 e it# 20 767 5'5/3/ � 7- 4 —a tale Se learn ave.-heed EIVED // c/ds o/7/a9A JUL 0 9 2007 O PU WORKS p cc- oar 0 D6• ZZS June 15,2006 Jose Alfredo Prieto 1166244 Av S Tukwila WA 98178 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -228 Prieto Residence — 11662 44 Av S Dear Mr. Prieto: This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on June 13, 2006 is determined to be incomplete. Before your application can continue the plan review process the following 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 thrones the mail or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures 1. Provide a site plan that identifies topographical lines to identify sloping conditions. 2. Identify footing drain discharge system on the site plan. File: Permit D06 -228 P:VenniferUncomplete Letters \2006‘D06-228 Incomplete Ltr #1.DOC jem City of Tukwila ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D06 -228 PROJECT NAME: PRIETO RESIDENCE SITE ADDRESS: 11662 44 AV S Original Plan Submittal X Response to Correction Letter # 1 DATE: 10 -13 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: G V-0(0 Built ng D'vision Public Works Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2802 sPERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Approved with Conditions ❑ Permit Coordinator ❑ DUE DATE: 10-17-06 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 NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division DUE DATE: 11-14-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -228 DATE: 06 -29 -06 PROJECT NAME: PRIETO RESIDENCE SITE ADDRESS: 11662 44 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Build iig Di Public Works nA Complete Comments: Documents/routing slip.doc 2 -2802 ' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator REVIEWER'S INITIALS: DATE: M 9 - lkac i Planning Division 1 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 DATE: DUE DATE: 08-03-06 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions❑ Not Approved (attach comments) IV Notation: Permit Center Use Only CORRECTION LETTER MAILED: 01114-14r Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: / 0 Buda; DrvD son I,pw`(IQ� Public Works Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: APPROVALS OR CORRECTIONS: Documents rowing slip.doc 2-28-02 sPERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -228 PROJECT NAME: PRIETO RESIDENCE SITE ADDRESS: 11662 44 AV S DATE: 06 -13 -06 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued if° quv 23-0 i° Fire Prevention M Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete cultckiP LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 06-5-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 07 -13 -06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: r�:: • / 3. Plan Check/Permit Number: D06-228 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,Entered in Permits Plus on ` 0 //3/ \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: Preito Residence Project Address: 11662 44 Av S Contact Person: T N LItii Phone Number: l ii6) 723 6 C70 NIA C4(, k b & rit/Cc CPTN Off TUKWILA OCT 1 3 2005 coat Date: r2 < 47 Plan Check/Permit Number: &)O C — 2 2 -B �'" Response to Incomplete Letter # / ❑ Response to Correction Letter # Oro Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Cli nriijKLA ❑ Revision # _ after Permit is Issued JUN 2 9 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMITCENTER r Project Name: Pr /.P4 ax/p -e f >0 6 Project Address: / Q ter ..e 2 Contact Person: Summary of Revision: �Re at the City of Tukwila Permit Center by 11U Entered in Permits Plus on at f rf 1(it 1 \ap pp plications\ omis- applications on line4evision submittal • Created: 8-13-2004 Revised: a 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: htty: //www.cttwlwilawa.us Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Work Location: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D06 -228 Grantor: PRIETO JOSE ALFREDO, an Individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Along 44 Ave. South and adjacent to 11662 — 44 Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, and utilities. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this ID__ day of 3r ;n,rn r y , 20047 Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that .J OSe /off r do ?j','r 1-d is/are the person(s) who appeared before me, and said individual(s) acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated o ! / l o/ 07 + J Aitti4 h ..,,n, + +e' ,ya . stbN 4l4 Notary Public i for the State of Washington £.try' 0 '0si / residing at �t — s r _ _ � 'y S My appointment expires U 5 - v?9 -i 0 ? • e N A O di �i� 4p,s- 29.10s,-g0# DATED this GRANTEE: CITY of TUKWILA By: Print Name: Its: STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. James Morrow Public Works Director • /��i, (" s S rri t WAS % %`_ day of jowt%) f3t-tj Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: OS - c7-/() Page :2 of 5 , 2007 icizlr, r' e i47 U.ae r le License Information License BAYVIGC945LM Licensee Name BAYVIEW GENERAL CONST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602623026 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 12055 44TH AVE S Address 2 City TUKWILA County KING State WA Zip 98178 Phone 2065517463 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/14/2006 Expiration Date 6/14/2008 Suspend Date Separation Date Parent Company Previous License BAYVIGCOOILF Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 PLATTE RIVER INS CO 41066785 05/26/2006 Until Cancelled $12,000.00 06/14/2006 Business Owner Information Name Role Effective Date Expiration Date NGUYEN, THANH DAT PRESIDENT 06/14/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BAYVIGC945LM 01/10/2007 x x x x x x = D&V ge Permit No. plan review approval is subjeet W enol and 0 145110 N' Approval of construction docuUm.l. does not audoW the violation of any a p' or ottilnam. of approved F Id p ndltions Is adaxrwleclQod: BY Date: 2_. 06 C4 of 1Licwiia BUILDING DIMON SEPAUTE pERW REQMED FM - 0 G Pbnbing G Geis Plping CRY of Illkwila BUILDING DIVISION S. 144th Akre e tyD 4fie sCOp® 0 cchanges shall be nth cj work without Pao Qivis3 1 Of "�utr�riia 13uiiziing N0, C. (tevis! ns will require a new plan submittal and may include additional plan review fees, M C r i t? :# Li :»'dt AtM9 G:4i i +Ar x. w, ie..,v a at Mi ix�WNAx. r, YY. v.. 4, *1 x. ` <R H, w ai s+ rA a ra vx a a. ra r«Yx N. Yd YU: ix�MYS NIn, I g h p 1 0 r i. 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CL Cccn f(A, FO' OTI,tinl�, I V-0a SEP - 8 7006 — ,)T Tia r R� -\n�Tfuri\ RECEIVED CITYOFTLIKWILP AUG. 2 5 2006 PERMIT CENTER