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HomeMy WebLinkAboutPermit D10-050 - MYERS RESIDENCE - GARAGE / SHOPThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D10 -050 Myers Shop /Garage 4130 South 140th Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 73 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. MYERS SHOP /GARAGE 4130 S 140 ST D10 -050 Cityllf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 7360600460 Address: 4130 S 140 ST TUICW Suite No: DEVELOPMENT PERMIT Permit Number: D 10 -050 Issue Date: 04/20/2010 Permit Expires On: 10 /17 /2010 Tenant: Name: MYERS SHOP /GARAGE Address: 4130 S 140 ST , TUKWILA WA Owner: Name: MYERS THEODORE & DIANE Address: 4130 S 140 ST , TUKWILA WA 98168 Phone: Contact Person: Name: TED MEYERS Address: 4130 S 140 ST , TUKWILA WA 98168 Phone: 206 243 -1061 Contractor: Name: TOWN & COUNTRY POST FRAME BLDS Address: 16521 HY 99; STE B , LYNNWOOD, WA 98037 Phone: 425 -743 -1555 Contractor License No: TOWNCPF099LT Expiration Date: 06/30/2011 DESCRIPTION OF WORK: POUR NEW FOUNDATION AND CONSTRUCT 1000 SF STEEL GARAGE /SHOP. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND STREET USE FOR PAVING. WATER DIST. 125 VALLEY VIEW SEWER DIST. Value of Construction: $41,650.00 Fees Collected: $1,746.62 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 * *continued on next page ** doc: IBC -10/06 D10 -050 Printed: 04 -20 -2010 City o0ii'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www. cLtukwila.wa.us Permit Number: D10 -050 Issue Date: 04/20/2010 Permit Expires On: 10/17/2010 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 0 c.y. Fill SO c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: U- I hereby certify that I have read an - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli = • , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructiopor the performance of work. I am authorized to sign and obtain this development permit. Date:t{ 28( \O Print Name: 11 O3Ci CT , en's/KC-XS 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 D10-050 Printed: 04 -20 -2010 Parcel No.: 7360600460 Address: Suite No: Tenant: 011 d 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 4130 S 140 ST TUKW MYERS SHOP /GARAGE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-050 ISSUED 02/22/2010 04/20/2010 1: ** *BUILDING DEPARTMENT CONDPI'IONS * ** 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 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. 4: 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 11: 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. 12: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 13: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 14: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 15: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 16: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified doc: Cond -10/06 D10 -050 Printed: 04 -20 -2010 • 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 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. 17: Any material spilled onto any street shall be cleaned up immediately. 18: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 19: 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. 20: Owner /Applicant shall sign a Hold Harmless Ageement for work within the City right -of -way. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: The Land Altering Permit Fee is based upon an estimated no cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: 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. 25: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. * *continued on next page ** doc: Cond -10/06 010 -050 Printed: 04 -20 -2010 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 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 construction or the performance of work. Signature: Print Name: ` =s00n l2(5 C'y W -Pct' Date: 1-i 1200 0 ordinances governing or local laws regulating doc: Cond -10/06 D10 -050 Printed: 04 -20 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plum Public Works Permit Project No. (For office use dnly)-j Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 41 120 1 40 !V Tenant Name: Property Owners Name:11.413O- - tt Dl {eft -K V�e1 Q S Mailing Address: nktE S erulLyjoiL41 City King Co Assessor's Tax No:aofXof)" 64 (.a 0 `I Suite Number: Floor: New Tenant: ❑ Yes .. No uIp State CONTACT PERSON - who do we contact When your permit is ready ready lie issued Name: V) (V\ L _S Mailing Address: 1 g I r41/416 5, E -Mail Address: re 0) G 0® i- Ic>('triik tt_�.. c---e(011 Day Telephone: 2b6 243 lo L, 'WI't )ic(ia City Fax Number: p State `8168 GENERAL CONTRACTOR INFORMATION. — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Wit. -1 56 all. t- +3°i ©UZ) CAP-. Mailing Address: State Zip Contact Person: 1—C10 lY1 * j2 E -Mail Address: z' (-1-1U t 14 01" rnt 1t.- r 0 (V' City Day Telephone: 2.CtD 244 1O ( Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD rill plans °must be wet stamped by Archit.et of "Record Company Name: - - - Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip 'wet stamped by Engine Company Name: Mailing Address: State City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications\Porms- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 7.5 h ti O Existing Building Valuation: $ Scope of Work (please provide detailed information): PO(-C rely m 01 s cence +4lo,t t A I©tjo f1 ‹Ai et., MI 2 *4 t..ft f r Will there be new rack storage? ❑ Yes Er.-No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage ,Below 151 Floor Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of per IBC 2nd Floor 1000 WO mt-Ssct_E Nix NE- gEOretL 3rd Floor Floors thru Basement Accessory "Structure* Attached Garage Detached Garage Attached Carport Detached Carport p t.x_ e lt-01 srm..poltiCr' Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes r4 No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all "permits in t icatit n 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. 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 1 , ER R AUTHORIZED AGENT: Signature: Print Name: T(-t btu DR-E CT, nn`faS Mailing Address: t9 9 '-4 ?_ ' it 5. Date: of t71, C79 Day Telephone: 2b(0 L.(45 into, I Tait w16 A City tr311 il5tGP State Zip Date Application Accepted: „ 11 I f V Date Application Expires: +�� Staff Initials: plc_ H:\Applications\Forms- Applications On Line12009 Applications \I -2009 - Permit Application.doc Revised. 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: �^ Valuation of Project (contractor's bid price): $ Scope of Work (please provi detailed information): Building Use (per Int'l Building C. e): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or ga .iping outlets being ' tailed and the quantity below: Fixture Type: Qty Fixture Typ Q Fixture Type: Qty '' Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain o water cooler (per heal Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater d /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen .e grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repa or alteration of wa - piping and /or water tr ,tment equipment '' .air or alteration of dr.. ' age or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 : ackflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflo protective device other tha tmospheric -type vacuum br- ers over 2 inch (51 mm . iameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuu • breakers not included i lawn sprinkler backflr • protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outle H. 1Applications\Forms- Applications On- Line\2009 Applications \1-2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME YE12,5 Shoe/CAW- PERMIT # bit!. - Oro � 1 3319 - 42 / s (4.k�\ (413o s . 1404 4r) If you do not provide cont actor bias or an engineer's' estimate with yo permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer Road/Parking cc s A. Total Improvements 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) . +T Soo) /opts ,P7 $0.00 5. Enter total excavation volume """" cubic yards Enter total fill volume St, cubic yards $250, (1) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 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 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) Lr (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 29 Z 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. 2009 CORRECITION RECEIVED APR 052010 1)1(Y 050 PE RI411T CENTER 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) $ 42 52-) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 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 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. (7) QUANTITY IN CUBIC YARDS RATE *I 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 15t 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 . — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised Jan. 2009 2 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* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ A (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Point 2 Water (Ordinance 2177) $ E. Allentown/Foster Point 2 Sewer (Ordinance 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ G 4 t- - ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Insta . tion Cascade Water Alliance RCFC 01.01.2009 —12.3 09 Total Fee 0.75 $600 $6 a s $6,605 1 $1100 '. ,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 '; :,040 $50,840 3 $4400 $96,s :0 $100,480 4 $7800 $150,12 $157,925 6 500 $300,250 $312,750 Approved 09.25.02 Last Revised Jan. 2009 Temporary Meter 0.75" $300 2.5" $1,000 3 S 0 BUSH ARCHITECTURAL EXCAVATING, INC. 253 - 632 -7822 30359 KENT BLACK DIAMOND RD SE KENT WA 98042 WORK ORDER/INVOICE Site Prep for 24' by 40' pole building Name: Ted Meyers City: Tukwila ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF WORK TO BE PERFORMED Cut out, remove and dispose of asphalt. Remove tree and stump at building site. Import 50 yards of 5/8 minus crushed gravel. Spread gravel to create a level pad for building site *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COST: $2400.00 50% down with remainder to be paid at completion of project. ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Any alterations or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. ECE VED APR 0 6 Lulu TUKWILA PUBLIC WORKS Customer Name /date Contractor Name/Date CORRESTiO i tIo ogo RECEIVED APR 05 2010 PERMIT CENTER 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 Parcel No.: 7360600460 Address: 4130 S 140 ST TUKW Suite No: Applicant: MYERS SHOP /GARAGE RECEIPT Permit Number: D10 -050 Status: APPROVED Applied Date: 02/22/2010 Issue Date: Receipt No.: R10 -00669 Initials: User ID: JEM 1165 Payment Amount: $1,201.95 Payment Date: 04/20/2010 11:18 AM Balance: $0.00 Payee: THEODORE MYERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1035 1,201.95 RD Pmts Re -Dist OP .00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 000.322.100 000.342.400 000.342.400 000.345.830 640.237.114 Total: $1,201.95 837.95 - 544.67 544.67 250.00 23.50 43.00 43.00 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -20 -2010 • 411 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: hup://www.ci.tukwila.wa.us Parcel No.: 7360600460 Address: 13909 42 AV S TUKW Suite No: Applicant: MYERS SHOP /GARAGE RECEIPT Permit Number: D10 -050 Status: PENDING Applied Date: 02/22/2010 Issue Date: Receipt No.: R10 -00298 Initials: User ED: Payee: JEM 1165 Payment Amount: $544.67 Payment Date: 02/22/2010 10:31 AM Balance: $842.45 THEODORE MYERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1030 544.67 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 544.67 Total: $544.67 PAY;BJT RECEIVED doc: Receipt -06 Printed: 02 -22 -2010 • •t I!1 • t I . . . . . . . . . . . . . INSPECTION RECORD Retain a copy with permit INSPEC N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Z/D -050 Project: /77 F COLS 6nelleV. Type of Inspection: fi dt/¢I L_ Address: '4//t0 s iy .' Sr Date Called: Special Instructions: Date Wanted:. C 9"-27`/( m. Requester: Phone No: c ) o6 °sal -2 /.7 / proved per applicable codes. 11 Corrections required prior to approval. COMMENTS: F Dtei)2.�� / INSPECTION FEE REQ IRED. Prior tb next inspection, fee must be paid at 6300 Southcenter BOd.. Suite 100. Call to schedule reinspection. • • INSPECTION N0. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 Project: ` (o9 GdP -4 r., Type of Inspection: t(J kiL - ` r`o►N�1 t.D Address: 41SO5I4vil- +Si• Date Called: q -Zq - l! Special Instructions: Date Wanted: p. a.m. /XS IN t) p.m. Requester: Te_a 'C'N, .-Acs'1, Phone No: D- Sb- 2(o2.1 1231tApprOved .per applicable codes. a Corrections required prior to approval. COMMENTS: 4-t N. 74)\ A 1.))3 ‘ Co ' PVW . b 7. . r\ C:)( : -,1 6 -- ` A@.Y \ Cam\ ,An (rl\,cPic_ 117,. 1.1 C K IA - Mc s-"‘" N \L SD. ._.. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 e i f INSPECTION RECORD Retain a copy with permit NO- O5n INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 VI— Permit Inspection Request Line (206) 431 -2451 Project: F ()N 1: 2 % SHc�P /6ARAef Type of Inspection: *Ft vJA Address: Date Called: Special Instructions: Date Wanted:. Q — 1 2 — 11 (ii pp��--�� Requester: Phone No: (50.0 C. — as o --aUZ / IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1c)r.l.0 k .11.5.r V- \- 1 r 1:01/4.4* F•14 v nspe or: Date: Z El ' SPECTION FE REQUIRED. Prior to next inspection, fee must be pa' . at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431fi70 Permit Inspection Request Line (206) 431 -2451 ,Dt0 -0. Pr t . , .a l �0 T pe o Inspection: r /- . F,iA, "1 gu . L0sA Addres3: 44 t 0 S. 14o Date Called: Speci Instructions: pi �� t✓ u d, 7 Date Wanted: '' a.m. 1 [ `w"- .„_I t7 p.m. Requester: Phone No• 7 - so -2-62. r Approved per applicable codes. Corrections required prior to approval. COMMENTS: OP Ut. - r4 Ya vrc 1 • r � � " •■• II InspfCtor: Date: # 1 t Cr' I r REINSPECTION FEE-REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd:. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit oso CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: J Type ofnspec fli a at& ■ rq e %"' Addre s: T'i: Date Cal�d k. .ciA 4- 'I r3 5• I Y gr. Special Instructions: V. Date Wanted: / r <a. Requester: Phone 42S-- 77-0 _ v 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect r: A Date: to _ �3 a 0 $60.00 REINSPECTION FEE REQ.VRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. re- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr Itct: es S kat/ 6A16 6E Type of pection: , •11c) ( . /16 Addre s: ''- Date Called: Special Instructions: Date Wanted: rr- 6 i{ i3 ,,r Pr Requester: Phone No del I - :'74 3 —/C515 I cif Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: �t t, AA 5( d3 a c° (L A PP Q d■/A ID flr f (Or I I c i. .cO (-9 t DAl - ills/0,66e c9 �� ) • i e k .' "A-kecS . 6,.--7—c ( Date: 1.0 irej2//e) ).00 REINSPECTION FFE•REOUI ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 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 Pro' • ',As = " _rJ' r:`„,: .___, • Type of Inspection: d 1 _A/ t Address: ' 6 / ' � { Date Called: 26Zo /6 Special Instructions: Date Wanted: G2r Zap / Request _/ er: Phone No: _ Z43 i O6 1 Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. � ( I 3` lg,42 AVE-5, az Z Z• 6 . -- '.[y .,- 44.L. +t av� 6 ■ E. :,r at:4a, atopterierie 9:44, t a Inspector: Date:// 2?MO El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 INSPECTION NO. INSPECTION RECORD p(o —o v Retain a copy with permit, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION !-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: U"\ of SW/61t1141 F/ Type of Inspection:, ' -; C1-.f- Address: Date Called: Special Instructions: • Date Wanted: , a.m. Requester: Phone No: 2,5-- t ! 3 r is-55 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (_!.) L#414.6Ir 4- .. Gs-4AbLis� 4 'vie 1IVA .h / ra> LlAatib\„. -\--0 ce4.4-Aka .rs1-N p -,// . e-C e rr 5.‘ • �t Gu,N eti ` I1/4..1 4 114.11) . =c r: 00 REINSPECTION FEE RE(i1.1IRED: Prior to inspection, fee must be Maio at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: '5• 10 Date: 111 6, 414+ SIDE t letan) elitte6 fat Total kud Lk INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)tO -(iso PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro a t- ' � jTvPjnstlirnQ Inspection: Address: 4130514to'S)- Date Called: q- i--11 Special Instructions: t�i1 .YUg> . /1,. 13ci Z 11 2N i►"- Date Date Wanted: -7 1 CEm: 9 " I2- - ( p.m. Requester: `r ) 1f`'teAl S Ph a No:, 9SU — 2col I Approved per applicable codes. Corrections required prior to approval. COMMENTS: — 5 flask blocked / Flivt (ri rInal.ed r1 A� '" Net'o 8 /41, r fIte41ay 4 S1)1L* - et, 4L k er,ars J-o -Frnrc.l • - I/er►ef tAff-ue tvgi P0►.¢oin • 22 Inspector: i, 5 (Date: I / El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit 3)10- osa PERMIT NO. so Projecyyt s k J^ G `ress: / (`=r' Type of I ection: II/ Op Ce 4 ct Ater biti V&A/ fir /Y, le: A1ld�' i30 SO, L1 sh Date Called:``rv') \t 15110 Special Instructions: Date Wanted. 1 g 110 Gnl, p.m. Requester: ---re461 Or\etiak Phone No: 90(f2 — D43 —10Ce 1 Approved per applicable codes. Gac t, SD Su al �g 50- A(e� El rrel tionnsuire prior to approval. COMMENTS: II/ Op Ce 4 ct Ater biti V&A/ fir /Y, le: IV VP cvii4 ft I gi IJ 4a, Alf AT r- //0 /i' It4A-t144 I(JJ o C4.41,,Alf Inspector: Date: 1//00 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 06/07/2010 MON 16:30 FAX 425 742 4378 PERMABILT TSE 6. Engineering A RECEWE 0 ; 2010 BIJ:LDING DEPART ENT EMO DATE; : 617110 TO Building Official .FF QM:Tarry Powell, PE, , Principal, .SUBJECT: "Meyers" Post Frame Building 4130 S 140th St Tukwila, WA Page 1 of t .1110,:Ooncretelootingsfor the:° ferended building :inriU usa:a 5:sack.mix aril will have extent :strength alter .24=hour oure:time:to'anewth :setting: andbackf lling ofthe posts. 12930 g 178th Street Woodinville, WA 980725708 (4251 481 -6601 A FAX. (425) 481 -8371 ' trnstafe@net rs Cott 0002/002 l_J NANNING APPIMVED No changes can be math) to them pins without approval from the Plena Melon of DOD Approved M 4c Grertir Da* r�- 1st FILE COPY Permit No. Pin review approval is subject to errors and omissions. :royal of construction documents does not authorize .t, .4 ;olatiorl of any adopted code or ordinance. Receipt r..: approved ie:d Copy and conditions is acknowledged: L! ►... s.. A 1ilk By 5, lq Gam►` Of Tukwila BUILDING DIVISION 1k.. CQ'S -.Y3• fftvti & Ltocijvi These plans have been reviewed by the Public �- -�-° • Ji - - a • • . n ormance wit current .City standards. Acceptance is subject to errors and omissipns which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. 0 6y- (sTkx.R7- rn - )ti..e., !k G fit` cl Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: -. to I 3 O / AtVimvVti, FOR CODE COMPLIAN *PPRAVED 1013 CORRECTION Flo -oso City of Tukwia i BUILDING DIVISION /// R VISIONS II' No changes shall be made to the sc of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. C- r(Zt-/ C-v4i'1 two F -r Yet 1 &) 7 /20 /O +,1 4 014%. 00066 i t , Fog 'Paert<1 -@, 131(142ncIcalE 5, 0 RECEIVED APR 05 2010 PERMIT CENTER RECEIVED CITY OF TUKWILA FEB 222010 PERMIT CENTER P R c ?Yob loit-)G Li ,- 128. (ZestcSeD t 41y 3/ I f 10 PAC GE Z w TSE A Engineering A FILE COPY Permit No., MEMO DATE: 2/9/10 TO: Building Official FROM:Terry Powell, P.E., Principal SUBJECT: "Meyers" Post Frame Building 13929 42nd Ave S Tukwila, WA Page 1 of 2 I have reviewed the Building Design sheet for the referenced building as shown on page 2 of this document and find that it meets the requirements of the construction plans prepared by me (PB #1/04 sheets 1, 2, and 3 with my seal dated 2/9/10) with the following exceptions: No exceptions REVIEWED AN E CODE COM D APPROVED APR 12 2010 City of Tukwila BUILDING DIVISION ASV a FEB 2 2 2010 PERMIT CENTER 12930 N.E. 178th Street A Woodinville, WA. 98072 -5708 (425) 481 -6601 A FAX (425) 481 -6371 A tristate@netos.com ?': _ r: i;ISN-1t4 VCI`._, DCD ® a Town & Count POST FRAME BUILDINGS ommonor PERMABILT Quality: Om Future Depends On it.". Suns C • 16521 Highway 99 • Lynnwood, WA 98037 -3181 Everett (425) 258 -4171 Puyallup: (253) 840 -9552 Administrative Headquarters:'(425) 743 -1555 FAX: (425) 742 -4378 Toll Free: 1- 800-824-9552 Contractor's Us. #: TOWNCPF099LT PLEASE CHECK ❑ Roll -up oors fit in Bays ❑,13oi1- upldaeLs will not hit Truss Roof P itbh Snow Load SCANWFD 2- 1 /2O O .4:46:28 PM Building Design FLOOR PLAN f3S- Wind MPH Wind Exposure ffi Eave Height 11 ° Minimum'Clearance Draw North Arrow in Circle BUILDING ELEVATION' Customer has verified and approved the orientation of the building to the North an shown on this drawing and voce versa. 0 8 Customer Name: erifies that all ite 1 specified in Paragraph B of the contract are Customer Signature DIi-cgC')(ne)IQ 6r r" Nc5.02S White -Customer Copy Canary - Office Copy Lead # - ©1995 Perms -Bilt Industries FR-85 6/07 - s. . i IIEMF.. ,„ 910. KIW ►► ►.01_. 41 " As- s _ i oti A' d 1 '111 ■ £ i . ■ t 1 1 F ■ �■ ■....�.. .? .. 4 O 1 - T 10 r-1 - la 0. ■ ■■■ 1 ■ ut ■ ■■ ■■ ■!■ ■ '!■ 12 el Z ....... ii=i aimmiziaid ■ ■■i i i a ■■ ■ • ■ivau■ ... - - -= -- .___ -- -- - -- NM BUILDING ELEVATION' Customer has verified and approved the orientation of the building to the North an shown on this drawing and voce versa. 0 8 Customer Name: erifies that all ite 1 specified in Paragraph B of the contract are Customer Signature DIi-cgC')(ne)IQ 6r r" Nc5.02S White -Customer Copy Canary - Office Copy Lead # - ©1995 Perms -Bilt Industries FR-85 6/07 TSE Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: PermaBilt v 5.9.07 b Job Name: Meyers Site Address: 13929 42nd Ave S Tukwila, WA Jurisdiction: City of Tukwila Job ID: Meyers Design Specifications' 2006 IBC Building Type: Post -Frame Importance Factor: 1 Basic Wind Velocity: 85 mph Wind Exposure: B Roof Snow Loading: 25 psf Occupancy Category: I R: 2.5 % of Snow Incl. w/ Seismic: 0 Soil Site Class: D Allowable Soil Bearing: 2000 psf Analysis Procedure: Wind: ASCE 7 -05 Method 2 Seismic: ASCE 7 -05 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf t "i t — - `Y. t ._ tl ? ^ii,� tit -• - "_Owb' iSL COun '" y POST FRAME as m ntntr_n Suite C • 16521 Highway 99 •Lynnwood, WA 98037 -9101 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 -1. OM505 OP Administrative Headquarters:' (425) 743 -1555 VellOP'ir'.14 PERMABILT FAX: (425)742 -4378 Toll Free: 1- 800 - 824 -9552 Quality: Our Future Defends On (um Contractor's Lic. ft: TOWNCPF099LT PLEASE CHECK ❑ Roll- up.doors ft in Bays ❑ l- uplelaeLs will not hit Truss Roof Pitbh Snow Load IrP SCANNED 2/1/2010 :2.8 PM building Design FLOOR PLAN +QS- Wind MPH to Wind Exposure Eave Height •$ t Minimum'Clearance Draw North Arrow in Circle BUILDING ELEII,ATIO. Customer has verified and approved the orientation of the building to the North an . erifies that all it specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name:t -4ul q ° Lead # Customer Signature DJ1-e°bs fl tZ. & � S White - Customer Copy Canary - Office Copy • * ' ©1995 Perrlie -Bilt Industries • FR -85 6/07 • ri _"_ 1 3 .7•. � i S 2i r1 )1 r, - ■ �. ■ i WARN ■ 4 r■■ w ■ ■ ■■■ ■■ ■■■ ■ ' t N I■■■ III ■■■ IIIIM ■ ,.. ■■ ■■ ■■ ■... ■ ■ ■, a° :. ,,. , r ! ■■ ■ I i�ilii■■■■ - ■ . 1�1 r■■■� Illllllllllt[■.� •, MOM I a i� 11111 •11171111•111111 nu 11.11111111111.111 am����� gn IIIIIII' IIIIIII,IIIIIII,III� _��� Mr BUILDING ELEII,ATIO. Customer has verified and approved the orientation of the building to the North an . erifies that all it specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name:t -4ul q ° Lead # Customer Signature DJ1-e°bs fl tZ. & � S White - Customer Copy Canary - Office Copy • * ' ©1995 Perrlie -Bilt Industries • FR -85 6/07 • PROJECT : Meyers PAGE : 3 . 7;5G r. a a, r. g CLIENT : PermaBilt DESIGN BY : JOB NO.: 22374 DATE : 02/05/10 REVIEW BY : Wind Analysis for Low -rise Building, Based on ASCE 7 -051 IBC 2006 INPUT DATA WIND SURFACE -,,. Exposure category (B, C or D) B FOR DESIGN ;�. Importance factor, pg 77, (0.87, 1.0 or 1.15) I = 1.00 Category II d "'"�',,,,.,/,///,,,,'/>7 Basic wind speed (IBC Tab 1609.3.1V3$) V = 85 mph s;;' } ''''//, ' %'! \'.' Topographic factor (Sec.6 5.7.2, pg 26 & 45) Kn = 1 Flat Building height to eave he = 20 ft °'c ! ;''` ' " " Building height to ridge hr = 24.2 ft Building length L = 40 ft .. Building width B = 25 ft B ..--- 1. Effective area of components A = 25 ft2 DESIGN SUMMARY Max horizontal force normal to building length, L, face = 9.68 kips See Page 4 for Max horizontal force normal to building length, B, face = 5.53 kips Adjusted Wind Forces ANALYSIS Velocity pressure qh = 0.00256 Kh Krt Kd V2 I = 11.01 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6 -15, page 27) Kb = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 79) = 0.70 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = mean roof height = 22.10 ft < 60 ft, [Satisfactory] Design pressures for MWFRS p = qh [(G CPf )-(G Chi )l where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G C,1 = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G C., = product of gust effect factor and intemal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 a = width of edge strips, Fig 6 -10, note 9, page 54, MAX[ MIN(0.1B, 0.4h), 0.04B,3] = 3.00 ft Net Pressures (psf), Basic Load Cases Surface Roof angle 0 = 18.57 Roof angle 0 = 0.00 GCPf Net Pressure with Net Pressure with ( +GCP�) ( -GC.i) GCPf ( +GC.I) ( -GCP ) 1 2 3 4 1E 2E 3E 4E 5 6 0.52 -0.69 -0.47 -0.42 0.78 -1.07 -0.67 -0.62 -0.45 -0.45 3.72 -9.57 -7.15 -6.57 6.62 -13.76 -9.41 -8.80 -6.93 -6.93 7.68 -5.61 -3.19 -2.60 10.59 -9.79 -5.45 -4.84 -2.97 -2.97 0.40 -0.69 -0.37 -0.29 0.61 -1.07 -0.53 -0.43 -0.45 -0.45 2.42 -9.57 -6.05 -5.17 4.73 -13.76 -7.81 -6.71 -6.93 -6.93 6.38 -5.61 -2.09 -1.21 8.69 -9.79 -3.85 -2.75 -2.97 -2.97 3E 3 a�� aE`+ "= ^7hl VW REFERENCE CORNER Transverse Direction 2 3 2E 2 3E l'wL1.11„Ci1. 113' --- � -" IE REFERENCE CORNER I WIND DIRECTION Longitudinal Basic Load Cases .S 20NE 2/3 BOUNDARY I ,.. _ / ------ 1 ..TE b WIND DIRECTION Direction Wd 010,7/6/.7 a1 ,N , t,: WIND SEISMIC TSE Engineering Page: LATERAL ANALYSIS The analysis on the previous page determines the wind force on the total exposed wind surface of the building. For post -frame construction with embedded posts, the amount of wind force imposed on the main force resisting system equals the roof projected area plus 3/8 of the wall projected area. Calculations that follow adjust the total wind force to the design force on a post -frame building: INPUT: PT = PL = hr = he = 9680 lbs. (non adjusted) 5530 lbs. (non adjusted) 24.2 ft. 20 ft. ADJUSTED WIND FORCES: Transverse; VT = [(hr - 0.625 he) / hr] (PT) = 4680 lbs. Controls Longitudinal; VL _ {[0.375 he + 0.5(hr -he)] / [he + 0.5(hr - he)]) (PL) = 2402 lbs. The seismic force imposed on the main force resisting system of a post -frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width = 25 ft. Building Length = 40 ft. P= I= SEISMIC WEIGHTS: W roof = 10000 lbs. W end walls = 1710 lbs. W side walls = 2400 lbs. SDS = 2/3 Ss = 1.000 Cs= SDS /(R /I) = SEISMIC BASE SHEAR: V = Cs W Transverse = 4960 lbs. Longitudinal = 4684 lbs. SEISMIC DESIGN FORCES: VT = Cs Wt p 0.7 = 4514 lbs. VL = Cs WI p 0.7 = 4262 lbs. Controls 1.3 1 0.400 Job ID: Meyers Town & Countryo POST FRAME BUILDINGS aoP ,mm' -' PERMABILT Quality: Our Fu tureDDeeQends On /t.*. Suite C • 16521 Highway 99 • Lynnwood, WA 98037 -3181 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742 -4378 Toll Free: 1-800-824-9552 Contractor's Uc. 8: TOWNCPF099LT PLEASE CHECK ❑ Roll -up doors fit in Bays ❑ - .II -uppdo rs will not hit Truss f 2 Roof itch Snow Load SC ` NWD 2/1/2010 .4:4-8=28 PM Building Design FLOOR PLAN 13‹ Wind MPH ' ? Wind Exposure Eave Height f f$ a Minimum' Clearance Draw North Arrow in Circle BUILDING ELEVATIO. Customer has verified and approved the orientation of the building to the North an rifles that all ite specified in Paragraph B of the contract are shown on this drawing and v kce versa. 4 Ir 11J l Lead # Customer Name: Customer Signature Dlf-c.°- b1M . r fn t?,5-k,5 White -Customer Copy Canary - Office Copy * Ire. _ . 7 r,,.- 'k 1131•41,.,.}- t..02, ©1995 Peima -Bilt Industries FR -85 6/07 • I ,,�.`TM �._. i li "l,. ' °:r ms? , r . I._ °31 r•:�`- p er III/: IIMAPOWNI ANEW P El C. M� F 1 ■ I � �, 4 I 9 4 Ai' sei. rP 1 M I Lei ' F�t' AO NM • anumennisii Emma 1111111111111.111111111111 111111111111111,11 00.11 �am ammuiroreansgallaillIal rimmummium ® r>r BUILDING ELEVATIO. Customer has verified and approved the orientation of the building to the North an rifles that all ite specified in Paragraph B of the contract are shown on this drawing and v kce versa. 4 Ir 11J l Lead # Customer Name: Customer Signature Dlf-c.°- b1M . r fn t?,5-k,5 White -Customer Copy Canary - Office Copy * Ire. _ . 7 r,,.- 'k 1131•41,.,.}- t..02, ©1995 Peima -Bilt Industries FR -85 6/07 SHEARWALL DESIGN TSE Engineering Page: Or SIDEWALL B VL RIDGE A tVT PLAN VIEW WITH GRIDS SHEARWALL SHEAR UNIT LENGTH FORCE SHEAR (ft.) (lbs.) (pif) 21 ENDWALL GRID 1 25 2340 94 ENDWALL Job ID: Meyers ENDWALL GRID 2 12 2340 195 EXCEEDS 150 plf ALLOWABLE ADD STRAPPING - SEE BELOW SIDEWALL GRID A 26 2131 82 SIDEWALL GRID B 40 2131 53 ROOF SHEAR UNIT LENGTH FORCE SHEAR (ft.) (lbs.) (plf) ROOF GRID 1 & GRID 2 26.4 2340 84 ROOF GRID A & GRID B 40 2131 53 _ z �.� : , 1: 3Nr•4 ti:):: TSE Engineering EMBEDDED POST DESIGN (POST -FRAME CONSTRUCTION) • Sidewall page: -7 Eave Height Post b Post d HF Post Fb Fc E(10)A6 20 NOMINAL: 6 10 #1 1050 750 1.3 ft. ACTUAL: 5.625 9.625 CD 1.6 1.6 1.0 in. in. CF 1 1 ave CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 13 12.5 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10) "6 1344 960 1.235 Wind Pressure 0.75W W Is psi psi psi 10 98 130 1 psf plf plf IBC 2006 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D + W P 2191 lbs. P 302 lbs. fc 40.5 psi fc 5.6 psi le 192 in. le 192 in. le /d 19.9 Ie /d 19.9 KCE 0.3 KCE 0.3 FCE 931 psi FOE 931 psi c 0.8 c 0.8 k.1 1.23 k.1 1.23 k.2 1.21 k.2 1.21 Cp 0.68 Cp 0.68 Fc' 653 psi Fc' 653 psi M (in -span) 32906 in. -lbs. M (in -span) 43875 in. -lbs. M (base) 58500 in. -lbs. M (base) 78000 in. -lbs. S.Mod. 86.85 inA3 S.Mod. 86.85 inA3 fb (in -span) . 379 psi fb (in -span) 505 psi fb (base) 674 psi fb (base) 898 psi Post CSI (in -span) = 0.29 Post CSI (in -span) = 0.38 Post CSI (base) = 0.53 Post CSI (base) = 0.67 v 6.9.07 X#'. -i F •_ : _ i - TSE Engineering EMBEDDED POST DESIGN (POST -FRAME CONSTRUCTION) Endwall page: g Eave Height Post b Post d HF Post Fb Fc E(10) ^6 20 NOMINAL: 6 10 #1 1050 750 1.3 ft. ACTUAL: 5.625 9.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Spacinq Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 12.5 14 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10) ^6 1344 960 1.235 Wind Pressure 0.75W W Is psi psi psi 10 94 125 1 psf plf plf IBC 2006 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D + W P 2311 lbs. P 319 lbs. fc 42.7 psi fc 5.9 psi le 192 in. le 192 in. le /d 19.9 le /d 19.9 KCE 0.3 KCE 0.3 FCE 931 psi FCE 931 psi c 0.8 c 0.8 k.1 1.23 k.1 1.23 k.2 1.21 k.2 1.21 Cp 0.68 Cp 0.68 Fc' 653 psi Fc' 653 psi M (in -span) 31641 in. -Ibs. M (in -span) 42188 in. -lbs. M (base) 56250 in. -Ibs. M (base) 75000 in. -lbs. S.Mod. 86.85 in ^3 S.Mod. 86.85 inA3 fb (in -span) 364 psi fb (in -span) 486 psi fb (base) 648 psi fb (base) 864 psi Post CSI (in -span) = 0.28 Post CSI (in -span) = 0.36 Post CSI (base) = 0.51 Post CSI (base) = 0.65 v 6.9.07 TSE Engineering Page: 5 INTERIOR POST Overall End Conditions Intermediate Supports Loading Length Kex« Kew xx axis yy axis P axial w )0c w yy 24 1 1 1 1 0 0 0 ft. lbs. plf plf Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 5.625 5.625 1.15 N/A YES 1 in. in. psi MATERIAL Type /Specie Grade Fb>a Fbyy Fc Ea (10) ^6 Eyy (10) ^6 Manuf. Lbr. Timber HF #1 950 950 850 1.3 1.3 Dimen.Lbr psi psi psi psi psi fc 0 psi SRj« (le/d) 25.6 SRyy (Ie/b) 25.6 Fc* 978 psi KcE 0.3 FcE 595 psi c 0.8 ki 1.005494 k2 0.760988 Cp 0.505464 Fc' 494 psi M>a 0 ft.lbs Sxx 29.66 inA3 fbxx 0 psi FcE be 595 psi Fb 1093 psi k3 0 Myy 0 ft.lbs Syy 29.66 in ^3 fbyy 0 psi FcE yy 595 psi KbE 0.438 RB 5.060 FbE 22242 psi k4 0 v 3.3.03 RESULTS COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = N/A ALLOWABLE AXIAL LOAD = 15633 lbs. P axial 4d GT 07 1h^ fel464.(f��j.�. wyy USE: PT 6x6 HF #1 n TSE Engineering PURLIN INPUT: Uniform Loading Span Length w (DL) w (SL) Is L Roof (psf) 3 25 0.8 13.5 Tributary (ft) 1.33 1.33 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 3 0 w (TL) 7.0 26.6 33.6 plf plf plf Page: /0 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 47 47 180 180 227 227 159 606 765 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 ^6 fvlanuf.Lbr. Co 1.15 Timber CH 1 Dimen. Lbr. HF #2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in. "2 in. ^3 in. ^4 fv = 38 psi Brg.Lgth.= 0.031 ft. CL = 1.000 fb = 1210 psi GL Cv = N/A R = N/A A (DL) = 0.19 in. A (LL) = 0.74 in. A (TL) = 0.93 in. v 3.3.03 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.45 fb / Fb' = 0.83 USE 2x6 HF #2 @ 16" oc RATIOS OF SPAN TO DEFLECTION L / 220 for LL> L/180 ok L / 174 for TL> L/120 ok Table 1604.3 TSE Engineering RAFTER INPUT: W (DL) of w (LL) plf w (TL) plf 0 P (DL) lbs P (LL) lbs P (TL) lbs 0 RESULTS: RA (TL) _ VA (TL) = MA (TL) = A (DL) = A (LL) = A (TL) = RA 2.08 2.08 J, w j, 2.08 2.08 I 2.08 L = 12.5 ft. Page: II 2.08 30 175 205 1281 lbs. 1281 Ibs.(max.) 0 ft.Ibs. 0 30 175 205 0 MA -B (TL) = A (DL) = A (LL) = A (TL) = 30 175 205 0 30 175 205 0 4004 tt.lbs.(max.) 0.036 in. 0.208 in. 0.243 in. 30 175 205 0 RB (TL) _ VB (TL) = MB (TL) = A (DL) = A (LL) = A (TL) = 30 175 205 1281 lbs. 1281 Ibs.(max.) 0 ft.ibs. BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10 ^6 _ _ Manuf. Lbr. Timber Dimen. Lbr. HF#2 850 150 405 1.3 psi psi psi psi b d A S I Brq.Lpth. Co 1.15 3 11.25 33.75 63.3 356.0 0.09 CH 1 in. in. in. ^2 in. "3 in. ^4 ft. Cr 1 Ci 1 STRESSES: Is 1 fv = 48 psi fv = 48 psi fb = 759 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv / Fv' = 0.28 fv / Fv' = 0.28 fb / Fb' = 0.78 RATIOS OF SPAN TO DEFLECTION: v 3.3.03 L / 722 for LL L/ 616 for TL USE 2x12 HF #2 PLUS 2x12 SCAB EACH SIDE OF POST TSE Engineering 2730 lbs Foundation Design - -> , Diaphragm Restraint per 2006 IBC -->- Section 1804.3 & 1805.7 w - -> I H(ft)= 20 Bay Width (ft)= 13 Wind Load (psf)= 10.0 w(plf)= 130 Lateral Load Design: Post Diameter: 0.93 ft. Foundation Depth: 4.5 ft. Constrained? YES Depth Required 4.7 ft. Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: P= 2730 lbs Foundation Diameter: 2.5 ft. Foundation Area: 4.9 sf Bearing Allowable(Fbrg): 2000 psf Actual Bearing(fbrg) =P /A= 556 psf v 10.10.04 - 5.23.05 4.1.1 = y : F_1 t r`i `'f, i:131R1 "1 7:1•3 Snow Load(psf) = 25 Span(ft)= 15 Bay width(ft)= 13 Page: l 2/C-4/2010 53. PM GENERAL NOTES 1. BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS OF THESE BASIC PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL TO OR LESS THAN 3. 2. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED) 3. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN. 4. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 2 -10d (TIP PURUN / SYM (IF OCCURS) IL l PLAN PURUN 2 BRACE ATIONS N TRUSS 2 -10d TOE NAIL EA. SIDE TYP. TRUSS BRACING ® BOT. CHORD w/ ON TRUSSED BAY .o SIDEWALL LENGTH (FOR MAXIMUM SEE NOTE 1) ENDWA EAVE GIRT 16d AT o.c SAVE GIRT TO - 6 (2)16d EAV GIRT TO BRACE. 2x6 BETWEEN POSTS w /(3) 16d TO 2x4 BRACE AND (3) 16d TOE NAIL AT POSTS. SIMPSON CS16 STRAP BENT AT SAVE GIRT w /(5) 10d x 1 1/2 (1 NAIL AT SAVE GIRT) 2x4 BRACE ENDWAL OST PER P .7 Mil BAY WIDTH DETAIL 9/2 OPTIONAL EAVE OVERHANG PER DETAIL 2/2. POST PER SCHEDULE A. GIRTS PER DETAIL 12/2. DETAIL 6/2 I 29 GA. METAL WALL CLADDING PER NOTE #4, SHEET #3. (OPTIONAL CLADDING PER NOTE #11, SHEET #3.) 1'A 716 LT4 A,C' i99t59 k, 0 4g= -1*J" 5I , .ar rd 3 -10d 0 LAP • SPLICE (TYP.) Aik■X 11! ,T DBL TRUSS (OR SINGLE TRUSS AT END BAYS IF OCCURS) PER TRUSS MANUFACTURER 2x4H CONTINUOUS BRACE PLIED AT LOCATION".. OTED ON TRUSS DRA G. ATTACH TO T'• ".,S BOTTOM CHORD 2 -10d TOE -NAIL EACH CHORD. ?IL TYP. TRUSS BRACING ® BOTTOM CHORD w MULTIPLE TR `. ED BAYS. IOW DETAIL 13/2. DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST. METAL ROOFING PER NOTE #.4, SHEET 3. (29 GAUGE) /'\ %% � 12 \�� „�� �\� 14 (MAXIMUM) � �/% PURLIN PER DETAILS 3/2 & 4/2 AND SCHEDULE D. INTERIOR RAFTER PER SCHEDULE G. INTERIOR POST PER SCHEDULE K. (NOTE: POST MAY NOT BE REQ'D AT CENTER OF BLDG.) 1 � J FLOOR EAVE HEIGHT IIII I I INTERIOR FOOTINGS I Iy� I I I I I AND DETAILU16 /2. I '\ ?,4 ^! I I I I IIII r LI Ll LI L1 LJ L1 L1 L1 1LK:2 FOOTINGS PER SCHEDULE H AND DETAIL 16/2. POST SPACING POST SPACING SPAN 0...TYPICAL SECTION THRU. GRID _ SYSTEM DETAIL 8/2 METAL ROOFING PER NOTE #4, SHEET 3. (29 GAUGE) 12 PURLIN PER DETAILS 3/2 & 4/2 AND SCHEDU_E D. OPTIONAL EAVE --r OVERHANG PER L- DETAIL 2/2. 29 GA. METAL WALL CLADDING PER NOTE #4. SHEET 3. (OPTIONAL CLADDING PER NOTE #11, SHEET 3.) CITY OF TUKWLA FEB 2 2 2010 MUPERMIT CENTER TRUSS SUPPORT B PER SCHEDULE C AN DETAIL 1/2. USS BY OTHERS W /BRACING PER DETAIL 1/1 AND /OR 2/1 POST PER SCHEDULE A GIRTS PER DETAIL 12/ DETAIL 13/2 FLOOR EAVE HEIGHT FOOTINGS PER SCHEDULE H AND DETAIL 16/2. SPAN ft 22 [WO O X TYPICAL SECTION THRU CLEARSPAN PERMITNTER CO 1 a a - U O C C d C rn 0 3 '> a S ° O-v O -O -O a O E O •0 U 0 N rn O 0 w 0 0 0 0 U 0 O 0 In z 0 w 0 0 a suo s1AaJ 0 D) CD z Z O • Q (n - Z E5 o UJ CD sheet 1 3 REC'D FEB 09 2010 (14' MAX.) S ENDWALL POST PER SCHEDULE B. INTERIOR POST -/2 PER SCHEDULE K. , g d S ws ws I I I I I I II II II II I SIDEWALL POST PER SCHEDULE A. I II x II F w N a II , II II I- - ._ - os RAKE BEAM PER pET" STz T� ENDWALL POST PER SCHEDULE B. - -. (40' MAX.) POST SPACING (14' MAX.) (14' MAX.) BLDG. UNE POST °(TY°) SIZE Y .� A> ' BAY SIZE BAY SIZE BAY (14' MAX.) (14' MAX.) (14' MAX.) SYM (IF OCCURS) IL l PLAN PURUN 2 BRACE ATIONS N TRUSS 2 -10d TOE NAIL EA. SIDE TYP. TRUSS BRACING ® BOT. CHORD w/ ON TRUSSED BAY .o SIDEWALL LENGTH (FOR MAXIMUM SEE NOTE 1) ENDWA EAVE GIRT 16d AT o.c SAVE GIRT TO - 6 (2)16d EAV GIRT TO BRACE. 2x6 BETWEEN POSTS w /(3) 16d TO 2x4 BRACE AND (3) 16d TOE NAIL AT POSTS. SIMPSON CS16 STRAP BENT AT SAVE GIRT w /(5) 10d x 1 1/2 (1 NAIL AT SAVE GIRT) 2x4 BRACE ENDWAL OST PER P .7 Mil BAY WIDTH DETAIL 9/2 OPTIONAL EAVE OVERHANG PER DETAIL 2/2. POST PER SCHEDULE A. GIRTS PER DETAIL 12/2. DETAIL 6/2 I 29 GA. METAL WALL CLADDING PER NOTE #4, SHEET #3. (OPTIONAL CLADDING PER NOTE #11, SHEET #3.) 1'A 716 LT4 A,C' i99t59 k, 0 4g= -1*J" 5I , .ar rd 3 -10d 0 LAP • SPLICE (TYP.) Aik■X 11! ,T DBL TRUSS (OR SINGLE TRUSS AT END BAYS IF OCCURS) PER TRUSS MANUFACTURER 2x4H CONTINUOUS BRACE PLIED AT LOCATION".. OTED ON TRUSS DRA G. ATTACH TO T'• ".,S BOTTOM CHORD 2 -10d TOE -NAIL EACH CHORD. ?IL TYP. TRUSS BRACING ® BOTTOM CHORD w MULTIPLE TR `. ED BAYS. IOW DETAIL 13/2. DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST. METAL ROOFING PER NOTE #.4, SHEET 3. (29 GAUGE) /'\ %% � 12 \�� „�� �\� 14 (MAXIMUM) � �/% PURLIN PER DETAILS 3/2 & 4/2 AND SCHEDULE D. INTERIOR RAFTER PER SCHEDULE G. INTERIOR POST PER SCHEDULE K. (NOTE: POST MAY NOT BE REQ'D AT CENTER OF BLDG.) 1 � J FLOOR EAVE HEIGHT IIII I I INTERIOR FOOTINGS I Iy� I I I I I AND DETAILU16 /2. I '\ ?,4 ^! I I I I IIII r LI Ll LI L1 LJ L1 L1 L1 1LK:2 FOOTINGS PER SCHEDULE H AND DETAIL 16/2. POST SPACING POST SPACING SPAN 0...TYPICAL SECTION THRU. GRID _ SYSTEM DETAIL 8/2 METAL ROOFING PER NOTE #4, SHEET 3. (29 GAUGE) 12 PURLIN PER DETAILS 3/2 & 4/2 AND SCHEDU_E D. OPTIONAL EAVE --r OVERHANG PER L- DETAIL 2/2. 29 GA. METAL WALL CLADDING PER NOTE #4. SHEET 3. (OPTIONAL CLADDING PER NOTE #11, SHEET 3.) CITY OF TUKWLA FEB 2 2 2010 MUPERMIT CENTER TRUSS SUPPORT B PER SCHEDULE C AN DETAIL 1/2. USS BY OTHERS W /BRACING PER DETAIL 1/1 AND /OR 2/1 POST PER SCHEDULE A GIRTS PER DETAIL 12/ DETAIL 13/2 FLOOR EAVE HEIGHT FOOTINGS PER SCHEDULE H AND DETAIL 16/2. SPAN ft 22 [WO O X TYPICAL SECTION THRU CLEARSPAN PERMITNTER CO 1 a a - U O C C d C rn 0 3 '> a S ° O-v O -O -O a O E O •0 U 0 N rn O 0 w 0 0 0 0 U 0 O 0 In z 0 w 0 0 a suo s1AaJ 0 D) CD z Z O • Q (n - Z E5 o UJ CD sheet 1 3 REC'D FEB 09 2010 S'!..;Nt -EEL 2..79/.701 4 - 2s Ptom{ ROOF PANELS •OOF PANEL SCREWS R PURUN PER #4. EA RT W/ RAU :.. ER DETAIL '. 2 STEEL '• ( PER NOTE • EACH SIDE •F -' ` W/ 8 -16tl NAIi���, PER NOTE ! i� SIMPSON ANGLE 7,23' EACH SI•." OF POST AND LONG LEG ON POSE. 10d x 1 -1 • �' NAILS, �' Or4; ``1 STRAP ROOF PANEL SCREWS NOT PURUN PER NOTE %!. 2x{ BLOCK. NAIL TO EACH TRUSS W/ 2 -16d, ANGLED, AS SH NAIL PURUN TO PURUN PER DLTNL 4/2. TO BLOCK(NSHOWN) NOTE•: 16d NAILS SPECIFIED ABOVE MAY BE 0.13,• DIA x 3 1/4 LONG E / ONE ADOR,ONAL NAIL PER CONNECTOR EXCEPT O SECT. THRU PURLIN ,•_,' -0• ./ �iA TOE -NAIL P/ /� 1 TRUSS OR RAFTER AT TRUSS /RAFTER 1• -6• lAP MIN. PURUN PER SCHEDULE D 1' -6- LAP MIN. ROOF PANEL SCREWS R RAKE PER °. � i!. • 16d AT POST � RAKE BEAM PER SCHEDULE F II 3 -lfid 2x8 BLOCK W/ AT EACH L�KOUT 164 O 4. O.C. TO LOOKOUT { -16d N• (TYP.) M1 ROOF PANEL SCREWS 1fi /G1 FOR PURUN PER C.`5\ NOTE !. # 1A ► BLOCK yA M14' `` / _ PURUN TRUSS TOP CHORD 1111 ■�1 ■■ -- POST ill lull! 1r n ,,� ,,� MI R��� K w/ d . / LOOKOUT LOOKOUT y ■ USE (3) SIMPSON •SOS ■ 1/4z1 -1/2• WOOD SCREWS r AT THE SCAB/ AT TH Ui ,� /POST CONNECTION " GIRT TIE STRAP .r APPLIED TO TOP OF CIRfS W/ tQd % 1 1/2• _� VI I 3 -16d •• TO EACH PURUN iBd AT CORNER POSi.) : • ■ 2 z BLOCK W/ WIDTH TO MATCH POST. ;d NAL W/ 12 -16d ' • _ (6 -15d AT CORNER POST.) ' L PANELS ` • •• PURUN 2 LEGER PER CEDULE F, NAIL TO BEAM W/ 164 0 12' STAGGERED. „'•�� A -_�" -+ + - -�� - / /I� I'�i+ jilijj '!. NOTF' BOTH SPLICE ARE EQUALLY ONE LAY BE BUILDERS DISCRETION, 4O PURLIN �■ Y CONFIGURATIONR STRONG, USED Y I POST AT � + 3 AT AS x TRUSSES EITHER THE SPLICE -16d EACH END SHOWN OR 3 1/4• LONG OR DETAIL �t�t�t11■ OF LAP (7) 0.131' EACH RAFTERS Y DM. END MP.) Y POST OF LAP I // T') h18tl (TYP.) BOLTS PER SCHEDULE C ,,� 6 �'' -�' IF SIMPSON TRUSS Llf516 2.6 FASCIA W/ 3 -16d I -1 (7YP.) 2x6 LOOKOUT EACH 6 SIDE OF POST WALL PANEL 3•I.I' SCREWS FOR 3•,, GIRT PER NOTE j4, 3•/ ,I/ III ' T' I' SIMPSON MT518 STRAP AT ENDWALL TRUSS (WHERE OCCURS` S w/ (7) 10d x 1"11• NNIS O POST R 7) 10d z 1j• ( NAILS O TRUSS BOLTS PER USE (3) SIMPSON •SOS 14x4 1/2• WOOD SCREWS AT THE SCAB /LOOKOUT/POST CONNECTION 2 z BLOCK EACH SIDE OF POST W/ WIDTH TO MATCH ^ POST. ! BLOCK FOR DOUBLE TRUSS ' WALL PANELS NOTE /4 0' '- 1 ►• �' V (I AT ENOWNl TRUSS(WHERE OCCURS) w/ (7) 1Dd Mi. NAILS POST PER SCHEDULE B LEDGER SUPPORTS PURUNS AND Nr.. NOT EXTEND T• •R O POST St (7) 10d z U5- LS O TRUSS ' - ( SCHEDULE C 2 . BLOCK EACH SIDE �0 MATCH POST. .x -- -- '- •'� a_ • - -- �' NAILS AT EACH GIRT PER SCHEDULE M EAVE GIRT 3 -i6d STEEL STRAP PER NOTE 10 ( y ) FACH SIDE OF POST W/ B -16d NAIL$ WAIL PANELS PER NOTE #4 OR 111 2 SECTION AT EAVE O EAVE GIRT 2X6 BLOCK 'U POST SCHEDULE A 1-)• MINIMUM -- /,:♦ SECTION AT ATTACH TO P'. - WIDEST DIM.•- •N OF ENDWALL PO N.O. �i SECTION AT RAKE . / / /�/r� 4 I •V 6r( (TYP) /rte mil/ ©Jcy WIDEST DRIER''', OF POST U.N.O, EAVE WIDEST DIMENSION POST U.N.O. `© 1•-I. -0. Q ,•_,'_D• •0 ¶._,' -O- .. / ^%y'FROF 1.-t, -0• Fog R • _ / E `� RAKE BEAM PER SCHEDULE F 6d AT POST ` ROOF PANEL SCR FOR RAKE PER NOTE #4. STEEL HANGER. BAY WIDTH 24- MAX. ROOF PANEL 1 iti •. EACH SIDE PLY ', Y IF 2 -PLY.) -, -+ \ ry (INSIDE RATER PER SCHEDULE G ' /l i,% (2) BOLTS PER SCHEDULE G. 3 -16d PURUN TO POST 5 -16d EACH RAFTER EACH SIDE. (INSIDE PLY ONLY IF 2-PLY.) �1 �� (IIIiT)\ -� SCREWS FOR RAKE BEAM PER NOTE #4 BAY WIDTH 24 MAX, 2 -16d TOENAIL EACH PURUN TO EACH RAKE ROOF PANEL SCREWS FOR RAKE BEAM PER NOTE /4. 246 BLOCKING PURUN SIMPSON U26 OR DUAL w/ 10tl x /2 NAILS ••F PANEL SCREWS AS FOR RAKE BEAM PER . 4 4 -16d 0 EACH •',• S 3-16d 1 TO BLOCK PURUN 2x6 BLOCKING W/ 3 -15d TOENAIL I TO TRUSS � ,0 TO ENOWALL ••, -- (SAME IIIi AT CORNER P'- 1H ICU PI 'Al 1 Ill �n -I111I ■111 tyll 1 I �. F ,1i\ 1 16tl 0 EACH PURLIN .. • RAKE d RAKE TO POST. d AT CORNER POST.) - 2 x BLOCK W/ WIDTH I TO MATCH POST. NAIL W/ 6 -16d. (3 -16d AT CORNER POST,) 2 6 BLOCK. =EVEL TO MATCH iti PURUN , ENOWALL POST TOP CHORD \ -\ , ALL PANELS NO RAKE OR BLOCK THIS SIDE WHEN SINGLE' RAKE ALLOWED I I ■ • I I ■ W/ 3-16d • 10 -16d RAKE TO ENDWALL POST FOR CONTINUOUS RAKE, ' (5 -16d FOR SINGLE SPAN AND AT CORNER POST.) I )') .I Z x BLOCK W/ WIDTH PUN 2 LEDGER PER SCHEDULE F. NAIL TO BEAM W/ 16d O 12. O.C. STAGGERED, TO TRUSS UN TRUSS PURUN WALL PANEL SCREWS SAME AS FOR GIRT PER NOTE /4. ( 2x6 FASCIA (2) BOLTS PER '� NMI ENDWALL POST T USS BRACING W/ 3-164 '.1 TRUSS TOP CHORD ','. WALL PANELS / I I n -� • 2 x BLOCK EACH SIDE OF POST W WIDTH TO / MATCH POST, x BLOCK FOR 4B L RAFTERS. 1 i 2• ' TRUSS •', SCHEDULE G 1 1/2 2 . BLOCK EACH SIDE OF POST W WIDTH TO MATCH POST, ! • BLOCK FOR 11 1/2- INTERIOR POST PER SCHEDULE K - E SLOPE. W/ 6 -i6d. ALL ELS ■ 1/2- TO MATCH POST. NAIL W/ 6 -16d (TYP.) POST PER SCHEDULE 8 1111 PERSNDTERAil G SHEET /3 I' �' " WALL PANELS : // ' INTERIO•'i O5T PER SCH K ER NOTE 2, � SHEET #3 �' IIII DOUBLE RAFTERS. RIDGE -POST/RAFTER CONNECTION - - 1 ` WIDEST ! -• INTERIOR POST /RAFTER CONNECTIO '' - WIDEST OWEN"., OF ENDWALL POST •, O. ' in ECTION AT RAKE . WIDEST DI " SION OF DIM OF ENDWALL POST SECTION AT-- ENDWALL W TRUSS- . WIDEST DIMENSION OF ENDWALL POST U.N.O. SECTION -AT- ENDWALL -W /-- OVERHANG - -- ENDWALL P. U.N.O. SECTION-AT-- ENDWALL- W -°OVERH•`, Iv, I• -I• -0. ,-_1' -0• © ®i ,- -1' -O 1• -7•-O' © © 1•_,• -p• - •z ,• -,• -0- O7 PURUN 4 -16d EMBER EACH SIDE .� -1 • ,_, BIOCN - TO MATCH '•Sf OR BUI •.' 0 MATCH - POST RIDGE - I�� r* ♦ -' CONNECTION , ROOF1 ; ` _ •NTINIX)US RATER$ ''.• SCHEDULE G (• OWN) OR 5 TOP CHORD OR •. RED RAKE B�'. 8-15d EACH SIDE. (INSIDE PLY ONLY IF 2 -PLY.) !!!!/r FOR PURUN PER NOTE �4 _/ NAIL 2 -PLY RAFTERS TOGETHER W/ TOd O 6 OERED / EAN -TO METAL ROOF 5 -16d HAVE MASTIC IN FAMS WHEN LEAN TO SLOPE IS LE55 AN STUB PO •F WIDTH TO MATCH SID '. L PO� IIIN �1∎,... METAL ROOFS 4• MW w/ SLOPE THAN MAIN -�T, �- TO OVERLAP WHEN LEAN -TO IS LESS SLOPE 1 °� / • P - MAY NOT BE REO'D. SEE EDULE M. :::;iOIST OF TIE STRAP NOTE. TIE STRAPaLAL _ PER N• 0 .' © TYPICAL EAVE GIRT 2 SPLICE SIDEWALL POST TOE T GIRT 2%5 GIRT /16d AT 1600METAL WALL PANEL SCREWS FOR GIRT PER NOTE /4 I POST 4• CONCRETE NAIL TO POST W/ 3 -t6d POST •v TFAC NAIL TO POST W/ 3 -16d DRMEN AT ANGLE- (TYP.) 7/ w� + + EAVE GIRT FOR GIR11 bOjE; SBLOCKS TO TTS OF INTERIOR 2 x BLOCK KOCH SIDE OF POST W/ WIDTH TO MATCH POST, 4 x BLOCK FOR DOUBLE RAFTERS. WALL PANELS PER NOTE i4 OR /11 T. 2 164 F;:;:1 ER N . ICI RAFTERS PER SCHEDULE C , BLOCK BOLT PER () SCHEDULE G 2 BLOCK EACH - � -• '■- 11 I _ (2) 3/4 •BOLTS FOR 10' RAFTER SPAN AND (3) 3/4. / BOLTS OVER 10' SPAN • • _ FOR '' CONN. W/ 164 NAILS. FOOTING SPOST. (1) BOLT PER SCHEDULE G W/ 2 -16d EACH SIDE POST PER SCHEDULE A ■� ■ ' �� / '� n BEND AROUND POST AND NAIL (2) ANCHORS PER POST (EACH SIDE) FOR C (1) ANCHOR FOR CORNER POSTS, NOTE USE P.T. T -GIRT AS PER AT BASE OF WALL WHEN BASE GIRT I I RECEIVED DETAIL ijrA r ,CITY OFTUKIN11 VO SLAB- DETAIL FEB \�AY/tt 2 ` 201( • 11 III ry 2x6 GIRT. FACE NAIL W/ 3 -16d 2xfi T -GIRT. NAIL GIRTS TOGETHER W / (TYP) i6d O 18.0 • 16 0.131" 18" 3 -1/!• LONG NAIL O ,2• a c WALL GIRT DETAIL SIDE OF STUB '•' BLOCK WIDTH • MATCH STU DST. W �� " il ii. 4 z BL • FOR 4 4BL LEAN -TO /BUILDING SEE D 1/2 / CONNECTION WIDEST DIMENSION OF POST U.N.O. SIDEWALL POST RAFTER CONNECTION fANO • -1' -O• 2 1 •_,' -o O , • -1 •-O• © , •-1 • -0• ® - (3) PURLIN R WOOD ,- _,' -0• ,t>4 FROM PORL)N 7D EA BLOCK' CTYP) �• `\ ! 1�1` E #10) / (12) IBxA�- SCREWS AT BTUCE k (6) {extif• WOOD SCREWS AT DBL. BLOCK I ii + ++ i 2XB HF+2 i 11 BRACE TO ROOF ++ Or,ETNAILS�•. SPACED EQUALLY EACH �� ;I. II -O7 (25-•2x6 BLOCK BETWEEN PURLOS. NAL BLOCKS 0.131.11x31a• NA6S O WRM STRAP W6L 4.4.c. STAGGERED DBL BIDCK OF DBL. BLOCK !KM WHERE LENGTH OF BRACE ET BRACE 75% OFOLENGTHTI 168 O ,2'e.n 2x4 -T- IAGDNAL WAY :,_ t�: w/ , -_1' ® F pp l . -0- } T91yS'�A 1• �Q M"'• 4.1 ��LL 'fy, � l•'� PERmircen M, lij �y■ ' • .•: :. Ic - .. N TV • I` -" r` r ,�jl}� I �r f S 2 �.5 �'` ` A , .�. p \N[A •1 • r- 1. , )O i/ I _ POST ■ NARROW DIMENSION TOE NAIL 244 OF POST, (TO MATCH T -GIRT i0 SIDEWALL POST) POST W/ 2 -16d OW.) 1 O SVM Q- Z -10d z 1 -1/2• AT EACH GIRT NAILS GIRT . 2 x BLOCK TO MATCH I NAILED TO WIDTH. POT BLOCK / 5 -I6d. \\ '."'\ ,/; \// • , //` \SQ \/\ -,..:p '0. ;, ..; _.:.,'.p -:.. Q. . .. .rQ'\� ¢/� ,9/ti . -Q:' • '. --,- �'•.Q ✓ �: �� � /''�/i /` \ \ \\ . • BACK FILL 8 \OFF SAME PER \ \ NONE P9 1 L �ETE PAD ifil•eTlsl�► 1_ • 411614 i WALL CLADDING POST •• IIt1lt�tt�Itttttttttt� M =fit 4 T- GIRT� PLAN 12 -10d TOTAL ' P L /2 ;r\ 6 -10d (IYP.) SECTION A -A POST POSE STEEL STRAP EACH WAY (X- BRACE) PER NOTE /10. BEND OVER POST. 8 OR JJ , FLOOR GIRDER IF ,`t, SECOND FLOOR �\ 16d O 24. O.C. 4 -16d A TOENAIL 2x4 STIFFENER TO I THRU Ai r ,'• /( !BOTTOM GIRT ElInca j FACE NAIL 2.4 TO POST W/ 2 -16d FACE NAIL 2x4 I 3/e .YWOOD NAILED TO N UN* a-4/ OF STIFFENERS /I AND LOO ' S ;.4.1210.c :. ON EDGE ` . L TO GIRT \/ ti �/ {�y < !' //\/�� � \l \�� \ \,\ X -BRACE STRAP /POST CONNECTION TO POST W/ 6 -164 ELEVATION '� /iY" A /X / /i, j; MIN DIAMETER `) ly [..,11011 '`PER SCHEDULE -' �J 1 H AND P WAY EMBEDDED POST FOOTING W PAD POST BRACE MAY NOT BE REQ•0. SEE SCHEDULE K. INTERIOR POST BRACE DETAIL WIDEST DIM .ON C -META /w /,,1.. -D• 'y ///��� M OA/y /�%' m y Al n`/ (1/{/ iv ` OF POST '. .0. I WALL PANELS 2• -0- MAX NO i F AND ALL ELS D TR: POST CONNECT) PER DETALI2. DUTCH GAMBREL DETAIL 3/447_0 _, o EL U. 0 CO 0 .0 E d) C) 0 O g S P 4 110/08 1 GENERAL REVISIONS su o1s ABJ J CITE of Tu KW1Lt9 A SIDEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' BAY WIDTH SAVE HEIGHT 10' 11' 12' 14' 15' 10' 4x6 4x6 4x6 6x6 6x6 6x8 12' 4x6 4x6 6x6 6x6 6x8 6x8 14' i 4x6 6x6 6x6 6x8 6x8 NOTE : ALL CORNER POSTS filE•— ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN WIDEST DIMENSION OF POST IS TO BE PARALLEL TO THE THE WALL OPENING. ST MATERIAL: 6x_ HF #2 RO '• BAY WIDTH SAVE .. _ 10' 11' 6x6 14' 15' 16' 10' P 4x6 6x6 6x8 _' 6x10 POST MATERIAL: 6x_ HF #2 ROUGH - - - 6x8 6x8 14' 4' - - 6x8 6x8 6x10 6x10 2o/ 25' BB ENDWALL POST SCHEDULE w/ BRACE PER DETAIL 20/2 ALL BUILDING WIDTHS TO 40' BUILDING WIDTH (SPAN) EAVE HEIGHT 10' 11' 12' 14' 15' 20' OR 30' 4x6 4x6 4x6 6x6 6x6 6x8 22' OR 32' 4x6 4x6 4x6 6x6 6x6 6x8 •4', 34' OR 36 4x6 4x6 6x6 6x6 6x8 6x8 �• -R 38' 4x6 4x6 6x6 6x6 6x8 11' 28' OR 40' 4x6 4x6 6x6 6x8 6x8 6x8 POST MATERIAL: 6x_ HF #2 ROUGH DING • WID (SPAN) EAVE HE! 10' 11' 12' 14' 15' 16' 20' OR 30' 6x6 ' . . 6x8 6x8 6x8 22' OR 32' 6x 6x8 6x8 �4', 34' OR 6x6 6x6 6x8 6x10 26' •' 8' 6x6 6x8 6x8 6x8 • 6X10 8' OR 40' 6x6 6x8 6x8 6x8 6X10 • (E) RAKE BEAM W/ OVERHANG SCHEDULE RAKE BEAM SCHEDULE BAY -WIDTH BEAM SPAN _- 10' - - i 12• • 14' 10' (2)2X10 (2)2X10 (2)2X12 (1)2X12 2X12 W /2X8 SCAB * 10' 12' (2)2X10 (2)2X10 (2)2X12 (1)2X12 2X12 DFL NO. 2 WI 2X10 SCAB 24" dia. x 4' -0" DEEP ®1 (2)2X10 ..,- (2)2X12 (2)2X12 H.F. NO.1 2X12 W /2X8 SCAB 2)2X10 DFL NO.1 30° dia. x 4' -0' DEEP * FOR THIS ALTERNATE THE RAKE BEAM IS TO HAVE NO CANTILEVER SPAN. CONNECT SCAB AS SHOWN AND USE DETAIL 5D /2. POST FOOTING SCHEDULE SCAB BEAM BEAM & SCAB 10d CO 12" O.C. (STAGGERED) BEAM SPAN 10' POST SPACING 14' 2X10 W/ 2X4 LED .- 2X12 W 2X6 LEDGER (2X12 HF NO.1 AT 14' BAY) (2) 2X12 W/ 6 LEDGER AIL 5A /2 DETAIL 5A /2 DETAIL ALLOWABLE SOIL BEARING = 2,000 psf TRUSS :. POST SPACING SAVE HEIGHT 15' 1671 24" dia. x 4' -0" DEEP 10' 11' 12' 14' 10' 24" dia. x 4' -0" DEEP 24" dia. x 4' -0" DEEP 24" dia. x 4' -0" DEEP 24" dia. x 4' -0" DEEP 24" dia. x 4' -0" DEEP 12' 24" dia. x 4' -0" DEEP 24" dia. x 4' -0" DEEP 30" dia. x 4' -0" DEEP 30" dia. x 4' -0" DEEP 30" dia. x 4' -0" DEEP 30" dia. x 4' -0" DEEP 24" dia. x ' 4' -O" DEEP 30° dia. x 4' -0' DEEP 30" dio. x 4' -0' DEEP 30" dia. x 4' -0' DEEP 30 dia. x 30' dia. x 4' -3" DEE• .c'%' DEEP NOTE DEPTHS ARE TO TOP 0 CO Tr•.--- PAD . ALLOWABLE SOIL BEARING = 1,500 psf POST SPACING SAVE HEIGHT 10' 11' 12' 14' 15' 16' 10' 24" dIa. x 4' -0" DEEP 24" dia. x 4' -0" DEEP 30" dio. x 4' -3" DEEP 30" dia. x 4' -3" DEEP 30" dia. x 4' -6" DEEP 30" dia. x 4' -9" DEEP 12' 30" d■a. x 4' -0" DEEP 30" dia. x 4' -3" DEEP 30" dia. x 4' -6" DEEP 30" dia. x 4' -6" DEEP 30" dia. x 4' -6" DEEP 30" dia. x 4' -9" DEEP 14. 30" dia. x 4' -0" DEEP 30" dia. x 4' -3" DEEP 30" dia. x 4' -3" DEEP 30" dia. x 4' -6" DEEP 30" dia. x 4' -9" DEEP 30" dia. x 5' -0" DEEP TRUSS BLOCK BOLT SCHEDULE 0 MACHINE BOLTS W/ WASHERS BAY WIDTH TRUSS :. 20 : =� 30' 36 40' 10' En©" � 2 3 IlEiRa 2 ©a 3 2 2 3 © .,.. O NOTES' 1.) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2006 IBC (INTERNATIONAL BUILDING CODE). CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS, 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2006 IBC (INTERNATIONAL BUILDING CODE). ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. 3) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING: SNOW LOAD: 25 psf A11_0 _1_1282 85 MPH, EXPOSURE B. SEE DETAIL 1/2 OR 2/2 SOIL BEARING: 2000 psf OR 1500 psf (PER SCHEDULES) PURLIN SCHEDULE BAY WIDTH PURLIN /SPACING 10' 14' 2X6 0 24" O.C. (2)2X10 10 (4)2X10 � (2)2X12 DFL NO.2 (2)2X10 + (2)2X10 SCABS 12' (2)2X10 (2)2X12 HF NO.1 (4)2X10 2X6 ® 16" O.C. (2)2X12 DFL NO.1 (2)2X12 + (2)2X12 SCABS _ (2)2X12 + (2)2X12 SCABS (4)2X10 DFL N'. 2 ® 18" O.C. 0 DFL NO.1 + (2)2X8 SCABS 14' 2X6 ® 48" O.C. + (2) 2x6 4X6 * 4X6 * 6X6 ® 48" O.C. (ALTERNATING) O INTERIOR RAFTER SCHEDULE GRID SYSTEM BAY WIDTH - RAFTER SPAN 10' 14' 10' (2)2X10 (2)2X12 (4)2X10 (2)2X10 DFL NO.2 (2)2X12 DFL NO.2 (2)2X10 + (2)2X10 SCABS 12' J (2)2X10 (2)2X12 HF NO.1 (4)2X10 (2)2X10 DFL NO.2 (2)2X12 DFL NO.1 (2)2X12 + (2)2X12 SCABS (2)2X12 (2)2X12 + (2)2X12 SCABS (4)2X10 (2)2X12 DFL NO.2 0 DFL NO.1 + (2)2X8 SCABS (4)2X10 DFL NO.2. /B INTERIOR POST SCHEDULE GRID SYSTEM 1. ALL BLOCK BOLTS TO BE 3/4' DIAMETER. 2. QUANTITY OF RAFTERS IS TOTAL NUMBER AT GRID w/ EQUAL NUMBER EACH SIDE OF POST. 3. FOR SPANS w/ NO CANTILEVER, SCABS ARE TO BE 8' -0" LONG MIN., CENTERED IN SPAN AND ON RAFTER, AND NAILED TO RAFTER w /10d AT 12 "o.c. (STAGGERED) 4. FOR SPANS WITH CANTILEVER DO NOT USE SCABS. USE DOUBLE THE QUANTITY OF MAIN MEMBERS. BAY WIDTH SAVE HEIGHT 15' 4X6 * MI 6X6 8' 10' 12' 13' 14' 10' 4X6 4X6 4X6 * 4X6 * 4X6 * 12' 4X6 4X6 * 4X6 * 4X6 * 4X6 * 6X6 6 6 14 4X6 * 4X6 * 4X6 * 6X6 6X6 6X6 * THESE POSTS TO BE BRACED PER DETAIL 17/2 OR USE 6x6 POST. O SEISMIC DESIGN CATEGORY: D WITH Ss = 150 %g MAX. 4.) METAL PANELS SHALL BE BHP NOR CLAD, OR EQUAL, HAVING 80 KSI MINIMUM YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14 x 1 -1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND #12 STITCH SCREWS AT 24" O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH #9 x 1 -1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE. 5) LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: 2X4 THRU 2X12: HF NO. 2 STRUCTURAL POSTS: 4x6 HF NO. 2 S4S 6x6 & LARGER HF NO.1 ROUGH SAWN & AS NOTED BLOCKING: HF STANDARD AND BETTER 6) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED USING TREATMENT FOR 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC4B. ALL OTHER LUMBER IN CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf RETENTION. NAILS USED WITH PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE HOT- DIPPED GALVANIZED. 7.) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. PRE -BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. 8) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. FOR WEATHERING. (2500 psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED). 9) BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND. COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8 ". 10 ) STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. 11) 19/32" T1 -11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4" O.C. ALONG PANEL EDGES AND 12" 0 C. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4" O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 12) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 13) NAILS ARE COMMON WIRE, UNLESS NOTED OTHERWISE. NAILS INSTALLED IN PRESERVATIVE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR E`` L�I ECEIVED CITY OF TUKWILA FEB 2 2 2010 PERMIT CENTER POST FOOTING SCHEDULE SAVE GIRT TIE STRAP BLDG. WIDTH BLDG. LENGTH NO TIE TIE STRAP PER DETAIL 11/2 OR BLDG. LENGTH N MA mY of NAI 18" dia. 20' 35' MAX. 36' TO 60' 5 24" dia. 24' . 39' MAX 40' TO 72' 6 28 43' MAX 44' TO 84' 6 9 32' 48' MAX 49' TO 96' 7 10 36' 52' MAX 53' TO 108' 8 11 40' 57' MAX 58' TO 120' 9 12 NOTE: NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. WHERE OVERHANG OCCURS, SEE DETAIL 2/2. Ime6cri o ri perk 17/z O INTERIOR GRID SYSTEM ALLOWABLE SOIL BEARING = 2,000 psf POST SPACING BAY WIDTH 10' 12 14' 10' 18" dia. 18" dia. 18" dia. 12' 18" dia. 18" dia. 24" dia. .�. 14' 18" dia. dio. 24" dia. ALLOWABLE SOIL EAR INO = 1,500 psf POST SPACING BAY WIDTH 12' 14' 10' 1 " dia. 18" dia. 24" dia. 12' 18" dia. 24" dia. 24" dia. 14' 24" dia. 24" dia. 24" dia. L FOOTINGS 4' -0" DEEP \ 32" dia, x to" lifici< (.) #4 MI WAY E 0 v C 0 0 0 a 0 0 w a, 0 CO SUOISI AaJ AND NOTES May 12, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Theodore G. Myers 4130 S 140 Street Tukwila, WA 98168 RE: Request for Extension Development Permit No. D10 -050 Myers Garage — 4130 S 140 St Dear Mr. Myers, This letter is in response to your written request for an extension to Permit Number D10 -050. The Building Official has reviewed your letter €and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through November 3, 2011. The Building Official asked me to be sure to and explain that this Development Permit, D10 -050, includes both the building and public works scope of work. In order for the permit to be deemed final, both the building and the 20' paving apron must be completed. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D10 -050 W:\Permit Center\Extension Letters\Permits \2010\D10 -050 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Dear Mr. Rambo, c 4/20/11 This letter is in response to the letter from the city dated 4/1/11 that I received regarding my building project and the expiration of my building permit. No. D10 -050. I tried to explain to you on the phone that the building is complete, less wiring, and most of that is done, under permit No. E110 -0967. We're. still waiting for city light to finish their part. I did call for a final inspection on 11/5/10, and the inspector came out 11/8/10. But I was told that because the 20' apron from the street back was not completed that he could not do the inspection. There in lies the problem we would like to either pave or concrete the entire driveway at some point, but are not sure when we may be able to afford that part of the project.; Enclosed are drawings of the surface areas that we would like to do. It is a;fairly large project in itself, and to do just the apron to get the inspection done would mean that we would have to tear it up later to do it for the final time. If there is some way that we could get the final done on the building it would definitely be helpful. If not than I guess I will need an extension on the permit Theodore G. Myers 6)?is/5.n.badioe E5s-ty+ -e3, 5 -7-1� t\A- 10 \ ECERIED APR 28 2011 PERIITCENTER S. tqo 'ez Ser'vib4r: ti c Tr) ?& POYEID oR cOhi �iZt r 1 RECEIVED APR 28 2011 PERMIT CENTER s ITC PLIPt-ki .. 1" = 10' IITROCE TVKW LA P�FEB 2 2 2010 RMIT CENTER ptootsv gev ,SP ()PT E P&l +c-E L *Pt. ?310ob004foO PjolL Ic!'L 04 -01 -2011 • City of Tukwila S Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TED MEYERS 4130 S 140 ST TUKWILA WA 98168 RE: Permit No. D10 -050 4130 S 140 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/07/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 05/07/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1,DO Bill Rambo Permit Technician File: Permit File No. D10 -050 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 11 -01 -2010 S Jim Haggerton, Mayor epartment ,if Community Developme t Jack Pace, Director TED MEYERS 4130 S 140 ST TUKWILA WA 98168 RE: Permit No. D10 -050 4130 S 140 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/22/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 12/22/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall it Technician File: Permit File No. D10 -050 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 o Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: March 2, 2010 PROJECT: Myers Shop /Garage Adjacent to and South of 13919 42 "d Ave. South 1st Review Comments PERMIT NO: D10 -050 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. 1. Show how proposed new driveway will line up with existing structures on adjacent parcel to the North. . i J k_o tf-,,°,.. u,:'! Lk_ t'-i ,r 17') fib- , : !'r.,hs?'1 ."ic,r'4tZ,..PhicF((- . r 2. Plan sheets 1 & 2 of 2 provided are not to scale. Verify dimension shown in the SW corner. Plan sheet shows 18' and should be 20' to match Private Access Easement. Stirciw twfl. . €(a1,.:0) 66 2A` 3. Show and label on plan sheet a new paved driveway within the new Access Easement. Public Works requires the driveway to be paved for a minimum of 20' in length and be between 10' and 20' in width. (See a portion of Dev. Bulletin Cl — Single Family Residence — enclosed.) i v'nt "i,C='Pc-<?".f S i-as 0 4 ics5t465 v,.st „: 4. Show and label on plan sheet any proposed drainage for new structure and driveway. v 12 4 C�L�,' _ 'mod t arR l l.S foe u5i` tpJ crpizotp,4 5. Legal description or the Private Access Easement recorded under KC Rec. no. 20100119000820 should be revised — see enclosed. 6. Show & label on the plan sheet, any power and/or utilities for the proposed detached shop /garage. S C' 4Lt1 +-J 5 7. Public Works fees will apply to this Building permit. (See Public Works Bulletin A2 — Permit Fee Estimate Sheet — enclosed.) e .c• iS Co .f1/41-0itS wc>(tc ore Pt e c Ny12.0c ,r (2 Dt (Zr 00R- /t- 8. All utilities including power are required to be underground, per City of Tukv CEI V /E ordinance. RDLL3 t,J r, �,, fac 4 u..cd r� r LA4 rt'tz tie 1 rt.` I CORRECTION LTR# D lo oso APR 05 2010 PERMIT CENTER 9. A Street Use for construction of driveway will be part of this Building permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of- Way. RECEIVED APR 05 2010 PERMIT CENTER Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: March 8, 2010 Project Name: Meyers Shop /Garage Address: XXXXX 42 Av S Permit #: D10 -050 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Please show the location to scale of the nearest fire hydrant. 5Et t't& ( P o 2. Please provide a water availability statement from Water District 125. 3. Please indicate whether the use of the shop /garage will be for personal or business use. t iesot- P'L us (stb(2 CAI!, Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. CORRECTION LTR#. I 050 RECEIVED APR 05 2010 PERMIT CENTER March 10, 2010 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Ted Myers 13919 42nd Ave S Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D10 -050 Myers Shop /Garage —13919 42 Av S Dear Mr. Myers, This letter is to inform you of corrections that must be addressed before your development permit 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 Fire and Public Works Departments. At this time the Building and Planning Departments have no comments. Fire Department: Al Metzler at 206 575 -4407 if you have questions regarding the attached memo. Public Works Department: Dave McPherson at 206 431 -2448 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 1>eJLP Bill Rambo Permit Technician encl File No. D10 -050 W:\Pennit Center \Correction Letters \20I0\D10 -050 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau V Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: March 8, 2010 Project Name: Meyers Shop /Garage Address: XXXXX 42 Av S Permit #: D10 -050 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Please show the location to scale of the nearest fire hydrant. 2. Please provide a water availability statement from Water District 125. 3. Please indicate whether the use of the shop /garage will be for personal or business use. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: March 2, 2010 PROJECT: Myers Shop /Garage Adjacent to and South of 13919 42 "d Ave. South 1St Review Comments PERMIT NO: D10 -050 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. 1. Show how proposed new driveway will line up with existing structures on adjacent parcel to the North. 2. Plan sheets 1 & 2 of 2 provided are not to scale. Verify dimension shown in the SW corner. Plan sheet shows 18' and should be 20' to match Private Access Easement. 3. Show and label on plan sheet a new paved driveway within the new Access Easement. Public Works requires the driveway to be paved for a minimum of 20' in length and be between 10' and 20' in width. (See a portion of Dev. Bulletin Cl — Single Family Residence — enclosed.) 4. Show and label on plan sheet any proposed drainage for new structure and driveway. 5. Legal description for the Private Access Easement recorded under KC Rec. no. 20100119000820 should be revised — see enclosed. 6. Show & label on the plan sheet, any power and/or utilities for the proposed detached shop /garage. 7. Public Works fees will apply to this Building permit. (See Public Works Bulletin A2 — Permit Fee Estimate Sheet — enclosed.) 8. All utilities including power are required to be underground, per City of Tukwila ordinance. • • 9. A Street Use for construction of driveway will be part of this Building permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of- Way. I Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D10 -050 Grantor: TED MEYERS, an individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: At the NW corner of the S. 140th Street and 42nd Ave. South intersection. Abbreviated Work Description: Work within the City Right -of -Way for driveway access. 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. J DATED this rl 0 day of ;I pc , t , 2010 GRANTEE: CITY of TUKWI A By: Print Name: Its: D Bob Giberson "'1 Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON 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. x,..4.1\1%7 r . •�� cdE. A. 1i ' _ . !c C t, i.L.`( i ) l J-�A\S` Wit Name: I�t,..tr 1 f ?9 �C ►" j C. ' ��TAq� ip4. i s %, ( Al- c.. � , NOTARY PUBLIC, in and for the State of ` Washington, residing at I c.�•'N'(,..� 1 lci 1. t. My commission expires: C S 1- I G r IN WITNESS WHEREOF, said individual have caused this instrument to be executed this 2c- day of rAFR t �. , 2010. roperty Owner / Grantor STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that 'Ol ecre t' I)) ( -1er's is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. tsioN"111,41(i r Name: C7`0cA -C NOTARY PUBLIC, in and for the State of Washington, residing at ` , u,1 Gi My commission expires: S —• �? -16 Return Address: 20100119000820 MYERS EAS 66.00 8 1 G,65 PAGE -001 OF 005 01/19/2010 11:15 KING COUNTY, WA change of legal easement theodore myers diane myers 7360600450 7360600460 Please priot or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. C'rr6'�-61 (.,ti Ole L 6.-P(.. eiriS 6 (i'1C7J 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) Exactly as name(s) appear on document 1. 1 "i. S—Ok)0 2 t 01 rr M �'L` -1-s , 0 �;. t.16�i2 -9 2. , Additional names on page of document. REQWEQ Grantee(s) Exactly as name(s) appear on document CITY Q i UUKVOI 1..rli o41R6- 4 Di eykyt_. m'-4C.-2s , e c�,2s FEB 2 2 201 2. SENT Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) 1' i N • 2 ..,. i i f: .� L C. Ot was S V' l g-A—Z. r .� ('t I kt l it ki : i tS VIOL 1 7 0 ce PLA,.- S . P� . ? 0r Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number ■ Assessor Tax # not yet assigned O. i i 2- A- C•. 7 3 tc. C 6 C! ^ 04 b G '- C c _ 1. -c 14 Vi Ox i t� r- c.,e.. * °7 3t0 c h ©.- : 4 Sc. .. o i The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "I am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, I hereby understand that the recording process may cover up or othe ise obscure some part of the text of the original document as a result of this request." Signature of Requesting Party Note to submitter: Do not sign above nor pay additional $50 fee if the document meets margin/formatting requirements 0 R EXCISE TAX NOT REQUIRED DIO -CAD By • • AV44 ly EASE rri.eK` RESERVING AN EASEMENT in favor of half of lot 10 and all of lot 11, the owner or owners tl}ere, describe as follows: Begin in at a point 32 feet due east of the southwes coiner :mot 12; thence due north 56 feet a whole north -south width of lot 12, to a .. int 32 feet due east of the northwest corner o of 12; thence due east 12 feet to a poi ► t , eet due east of the northwest corner of lot 12, 56 feet south to a point 44 feet east of ' e southwest corner of lot 12; thence due west 12 feet to the point of beginning, 32 feet due east of the southwest corner of lot 12. Signed Signe Date 51 ? Date - 7- G • • Mb I Z- 449'1 NuS hia Pux119 S eq.N b/ L itt. 4429 bikAl '5 Pa 1th b0 40E 1,0b€ oup 61)s Cfr)ErA y RESERVING an EASEMENT in favor of.„Iialf of lot 10 and all of lot 11, the owners or owner there, described as follows-:-. I3EG1NN•ING fit a J,oin.t 2.0 f_t.et cj e east of +.he sotitith.wfst car.ttIr of .lot 12; theAtAE due north 56 feet the whole north - soot!: width or Ic_t tc a point 20 feet due east of the northwest corner of lot 12; thence due east 12 feet to .a point 32 feet due east of the northwest corner of lot 12; thence 56 feet due south to a point 32 feet east of the southwest corner of lot 12: thence due vest 12 feet to the point of beFiar. ng, 21) feet due east of the southwest core- )med of lot 12. March 14, i S6 N 4 AVM 5. 44e-Sftt: T+► Crt 1 PA Stbor_ai at law Or. S. STATUTORY WARRANTY DEED BS! A FULTZ, a widow • sae aid other rateable coaeidsretion Im'umses WILIAM MDtAM and BERTHA MORAL(, husband and wife mimosa. silesssd in an County of KING , State of 12. 7, %MMiss View Tract Addition to Riverton, according to the g8R awed eteoardsd is Volume 17 of Plata. page 90, in King County, Washington, UMW the asststip 12 fee in width adjacent to and parallel with the Arts assAglis aE 42id Amuse, conveyed to Xing County for road by deed _____ al ender ieoerd1ag Member 63918I6. A® tramsseisasemen in favor of half of lot 10 and all of lot 11, the owner a! 4Un a these, described as follows: a /slat 20 feet dee east of the southwest corner of lot 12; thence " WIN& Mi Mast the isle north -south width of lot 12 to a point 20 feet due st 4 1b a. ...st earner of lot 12; thence due east 12 feet to a point 32 eilltlelle , east aE the aeethwest corner of lot 12; thence 56 feet due south to M! isad meet of the southwest corner of lot 12; thence due vest al fiat to the mist aE iegimsiag. 20 feet dee east of the southwest corner Sot 12. Merck 14, ,986 ev 61151 E Re5¢RVIn AN EASQ -mein Vok hAIF o� l_oi 10 An All a-F 1-04 )I) ocauS oR octiNeK Thee, descnibed As Falta1-0_5 S -J7 ei.,.q ) I n n 'i n f4 A porn} ao joe, E5 co RN� o � of !-off 16Z �i-o A pdrvi-1- a p FED clu-e, coMe,e o 1a3 +Aef,e, dot, EAS1. 1 a Feg4 �I"a A pi 3D, Fa?,-l" due. EA3-4- 0 -I= coRNeR o-F 10-1- la j fAehc. 562 FE61" due Sou�-h �-d R po ( 3c met mss-{ p 9613 C1)P heft- Or 1-v+ /a; 1tie.»ce clue_ we.�F 1�. f�E7- -To A poi h4- d }32y i h n i n3 40 FE E± d or -t-he: 303 C.ORhgk o F /cy+ lob . • P': : PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -050 DATE: 04 -05 -10 PROJECT NAME: MYERS SHOP /GARAGE SITE ADDRESS: 4130 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division n ��ub c 4 t0 lic Works ire i Pr vention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-06-10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Li APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 05-04 -10 Not Approved (attach comments) n Permit Center Use•Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • r. E' PER 'IT COOS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -050 PROJECT NAME: MYERS SHOP /GARAGE DATE: 02/22/10 SITE ADDRESS: 4i'j'c7 6 10 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTM TS• i ding iiivisio I Z� bl' ��e Ic Works Fire APrevenV ti n Structural 3-6M D U CI SIM A• a_p Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: DUE DATE: 02/23/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/10 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: 11 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fireti/ Ping ❑ PW. Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 31 I ) 10 Plan Check/Permit Number: D 1 0-050 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Myers Shop /Garage Project Address: 13919 42 Av S Contact Person: T-c5p ft► 4a2.$ Phone Number: ZOto 2(02.1_ Summary of Revision: 1.1-0P6 tmw-06 At._ 4 -t i — S 4, PRO t {kS® t�ua 1� t= Cs- LG SOtZ`I O n LU tMt.`-t.i'r ! Sheet Number(s): 1 MOWED c♦1/ orrintwu APR 05.2010 0 mom "Cloud" or highlight all areas of revision including date of r vi 'o Received at the City of Tukwila Permit Center by: Entered in Permits Plus on k —$ -4 0 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • Attachment to • Certificate of Water Availability King County ater District [boa 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1 This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature Date 3 taco/ (0 District Representative CORRECTION LTR #_ 1— Date 3-19—ID RECEIVED AIO- oso APR 05 2010 PERMIT CENTER CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: VPa nN:th"r t. Site address (attach map and legal description showing hydrant location and size of main): i 3 A-J-e- s• wrie lnor atio "; °�MIA: •✓ e ' , , ' 41 % Cvta :6,0 ii . srk . �. b � .4. � f Name: .:�` - � /flit/ % e.5 Name: Addre7g9/ , Address: Phone: c a , a c3 / 7 ) Phone: This certificate is for the purposes of: (2( Residential Building Permit ❑ Preliminary Plat /❑ Commercial/Industrial Building Permit ❑ Rezone (1 Estimated number of service connections and water meter size(s): CIQ Ir'0 -Q Vehicular distance from nearest hydrant to the closest point of structure is 1 Area is served by (Water Utility District): WATER DISTRICT 125 � Owner /Agen • Signaat ture ❑ Short Subdivision ❑ Other no-1- h a•✓2 ft. Ste214 f Par *1031 Qrn, teteiTbi weteOtilitoistric 11 3 1. The proposed project is within ��( �/v /14_ 2. Elio improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: ,1,4 (City /County) (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3 DOO gpm at 20 psi residual for a duration of 2 hours at a velocity of / 0 fps as documented by the attached calculations. 5. Water vailability: Acceptable service can be provided to this project • Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. K to Co. IilA -r-E-2 ,1) ; s r. 12-5 Agen Phone 206 - Z4/ 2-- 4547 By CORRECt40fi1 LTR #� ECM/ED APR 05 2010 P ITCENTER /244eA27-1 3- -Z9 -7O Date E pire5 C3 —Z9 - /�, This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" ; \applications \water availability (7 -2003) Printed: 9 -16-03 ‚o-o5c Contractors or Tradespeople liter Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name Town & Country Post Frame Blds UBI No. 600461076 Phone 4257431555 Status Active Address 16521 Hwy 99 Ste C License No. TOWNCPF099LT Suite /Apt. License Type Construction Contractor City Lynnwood Effective Date 6/30/1991 State Wa Expiration Date 6/30/2011 Zip 980373199 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Perma Bilt Ind Inc ted Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PERMABI179JR Perma-Bilt Industries Inc Construction Contractor General Unused 4/19/1983 6/30/1991 Archived PERM4BI184JL Perma-Bilt Industries Construction Contractor General Unused 4/13/1982 4/2/1983 Archived Business Owner Information Name Role Effective Date Expiration Date Miller, Glenn R &Nbsp; 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 CUMBERLAND CAS & SURETY CO MB009001554 06/30/2002 Until Cancelled 05/26/2005 $12,000.00 05/15/2002 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 5/24/2005 Until Released Bond 08/15/2006 $12,000.00 5/24/2005 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 25 Continental Western Ins Co CNP2698772 08/15/2007 08/15/2010 $1,000,000.00 08/13/2009 24 LIBERTY NORTHWEST INS C04158071 08/15/2006 08/15/2007 $1,000,000.0008 /09/2006 23 NORTH PACIFIC INS CO C03158071 08/15/2005 08/15/2006 $1,000,000.00 07/26/2005 22 NORTH PACIFIC INS CO CO22158071 08/15/2004 08/15/2005 $1,000,000.0008 /10/2004 21 NORTH PACIFIC INS CO C01158071 08/15/2003 08/15/2004 $1,000,000.0008 /19/2003 20 AMERICAN STATES INS CO 01CG192216 08/15/2002 08/15/2004 $1,000,000.0006 /16/2003 https://fortress.wa.gov/Ini/bbip/Print.aspx 04/20/2010