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Permit D12-118 - YEATMAN RESIDENCE - GARAGE
This 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. D12 -118 Yeatman Residence 1395756 th Place South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) 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 numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 55 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. YEATMAN GARAGE 13957 56 PL S EXPIRED 03-04-13 D12 -118 City o0ii'ukwila 1 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.TukwilaWA.gov Parcel No.: 0002800011 Address: 13957 56 PL S TUKW Suite No: Project Name: YEATMAN GARAGE DEVELOPMENT PERMIT Permit Number: D12 -118 Issue Date: 07/31/2012 Permit Expires On: 01/27/2013 Owner: Name: YEATMAN JOSHUA T Address: 13957 56TH PL S , TUKWILA WA 98168 Contact Person: Name: BRYAN BORCHERS Address: 16521 HIGHWAY 99, STE C , LYNNWOOD WA 98037 Contractor: Name: TOWN & COUNTRY POST FRAME BLDS Address: 16521 HY 99; STE B , LYNNWOOD, WA 98037 Contractor License No: TOWNCPF099LT Lender: Name: Address: Phone: 425 743 -1555 Phone: 425 - 743 -1555 Expiration Date: 06/30/2013 DESCRIPTION OF WORK: CONSTRUCTION OF 1488 SF TWO -STORY GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL AND STORM DRAINAGE INFILTRATION. Value of Construction: $64,549.44 Fees Collected: $2,149.14 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 26 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12-118 Printed: 07 -31 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Y Water Main Extension: Water Meter: N Permit Center Authorized Signature: • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: -2-5/—/7_, I hereby certify that I have read and examined this :'- rmit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 7.705 4 Ye rtet(44. Date: 7e 3 / - 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: IBC -7/10 D12 -118 Printed: 07 -31 -2012 7: All electrical work shall be inspected and -roved under a separate permit issued by th y of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 10: The applicant or contractor shall call Public Works 48 hours in advance to schedule a mandatory Public Works pre- construction meeting with Public Works project Inspector. Mr. Dave Stuckle. All requests for utility work must also be made 24 hours in advance. 11: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 15: 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. 16: 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. 17: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 18: ** *PLANNING DEPARTMENT CONDITIONS * ** 19: The demolition of the existing garage shall receive final approval prior to issuance of this permit. 20: This structure does not meet the criteria for approval as an accessory dwelling unit. This structure shall not be occupied as a dwelling unit. 21: The use of this structure for operation of a business is limited due to its location within the Low Density Residential zone. Use of this structure for operation of a business shall receive approval through an application to the City of Tukwila for a business license. doc: IBC -7/10 D12-118 Printed: 07 -31 -2012 1900 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office us CONSTRUCTION PERMIT APPLICATION 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: 13957 65th P1. S. Tukwila, WA 98168 Tenant Name: PROPERTY OWNER Name:Bryan Borchers @ Town &Country Post Frame Bldgs. Address: 16521 Highway 99 Suite C Suite C Name: Josh Yeatman Zip: 98037 Phone: 425- 743 -1555 Fax: 425- 742 -4378 Address: 13957 65th Pl. S. Phone: 425- 743 -1555 Fax: 425- City: Tukwila -4378 State: WP Zip: 98168 CONTACT PERSON — person receiving all project communication Name:Bryan Borchers @ Town &Country Post Frame Bldgs. Address: 16521 Highway 99 Suite C Suite C City: Lynnwood State: WA Zip: 98037 Phone: 425- 743 -1555 Fax: 425- 742 -4378 Email: permits @permabilt.com Zip: 98037 GENERAL CONTRACTOR INFORMATION Company Name: /4"." Z:I •.dvf tr"'ar • oun r Address: 16521 Highway 99 Suite C Engineer Name: Terry Powell City: Lynnwood State: WA City: Woodinville State: WA Zip: 98037 Phone: 425- 743 -1555 Fax: 425- 742 -4378 Contr Reg No.: TOWNCPF099LT Exp Date: 6/13 Tukwila Business License No.: Email: H: Applicatiors\Forms- Applications On Line \2011 Applications Permit Application Revised - 8 -9 -1 I.docz Revised: August 2011 bh King Co Assessor's Tax No.: 0002800011 Suite Number: Floor: New Tenant: ❑ Yes ❑ .. No ARCHITECT OF RECORD Name: Oyhtr Cc,5 Company Name: TSE Engineering Company Name: Engineer Name: Terry Powell Architect Name: City: Woodinville State: WA Address: Phone" 425-481-6601 Fax: 425- 481 -6371 City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Oyhtr Cc,5 Company Name: TSE Engineering City: State: Zip: Engineer Name: Terry Powell Address: 12930 NE 178th Street City: Woodinville State: WA Zip: 98072 Phone" 425-481-6601 Fax: 425- 481 -6371 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Oyhtr Cc,5 Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ 32, OZ • 6 O Describe the scope of work (please provide detailed information): Ce■91,- rye\ -11+x■ .� G.. $1.4 5F c i)r akal 1,054 Will there be new rack storage? ❑ Yes Existing Building Valuation: $ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage PLANNING DIVISION: ,1 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) Vo`'1 S V *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal 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: Floor area of accessory dwelling: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -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. 1+ Applications Forms- Applications On Linel2011 Applications\Petmit Application Revised - 8 -9 -1 Ldocx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per, IBC is` Floor $LO St 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage (A Attached Carport (Z 9A+ry) Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: ,1 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) Vo`'1 S V *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal 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: Floor area of accessory dwelling: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -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. 1+ Applications Forms- Applications On Linel2011 Applications\Petmit Application Revised - 8 -9 -1 Ldocx Revised: August 2011 bh Page 2 of 4 • PUBLICY /ORKS PERMIT INFORMATION — 206:433 -0179 Scope of Work (please provide detailed information): Construct 864 SQFT. Detached Garage Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑... Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way Jgj Qi...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\ApplicationsTomss- Appltcanons On Lme\201 I Appltcations\Permn Application Revised - 8 -9.1 I.docx Revised: August 2011 bh Page 3 of 4 <PERMIT APPL'ICJATION NOTES. -� • • .,. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AG w" 1::45 rG r4ucc. /--r;.1).1 Signature: Print Name: Mailing Address: 16521 Highway 99 Suite C Date: 31Z1,112. Day Telephone: yZ5-iy3 • /556 Lynnwood WA 98037 City H:Wpplications\Fomts- Applications On Lme■2011 Applicanons■Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Stale Zip Page 4 of 4 • 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.Tukw ila WA. aov Parcel No.: 0002800011 Address: 13957 56 PL S TUKW Suite No: Applicant: YEATMAN GARAGE RECEIPT Permit Number: D12 -118 Status: APPROVED Applied Date: 04/05/2012 Issue Date: Receipt No.: R12 -02253 Payment Amount: $1,359.45 Initials: TLS Payment Date: 07/31/2012 01:37 PM User ID: 1670 Balance: $0.00 Payee: JOSH T YEATMAN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03136B ACCOUNT ITEM LIST: Description 1,359.45 Account Code Current Pmts BUILDING - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.322.100 000.342.400 000.345.830 640.237.114 Total: $1,359.45 1,111.90 -66.95 250.00 30.00 30.00 4.50 doc: Receiot -06 Printed: 07 -31 -2012 • 41 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.TukwilaWA.gov Parcel No.: 0002800011 Address: 13957 56 PL S TUKW Suite No: Applicant: YEATMAN GARAGE RECEIPT Permit Number: D12 -118 Status: PENDING Applied Date: 04/05/2012 Issue Date: Receipt No.: R12 -01241 Payment Amount: $789.69 Initials: JEM Payment Date: 04/05/2012 12:54 PM User ID: 1165 Balance: $1,219.40 Payee: PERMA BILT INDUSTRIES, INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16793 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 789.69 Total: $789.69 doc: Receipt -06 Printed: 04 -05 -2012 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projc ` 1`�z�r 1'04m 611 i/Gr ti 'e. Type of Inspection: • • S it v v n LaGI I r- A 4 P Address: 1( ?/ � 37 5 t ' 1 5 Date Called: B_-7- a r Special Instructions: Date Wanted:' s— (Z a: m. Requeste • Phone No: )- S �— (P 3a- 77 • 9,22. Approved per applicable codes. Corrections required prior to approval. COMMENTS: - ---11C, I4-m4rfon - -rend k ; lk. io gnaroJ tans. CP T's4c.tia4 e4# ■ do'afps# -'-., wing -6 Cif- -/ S fe► n iet r 4 . 49k- (-O Inspector: is Date: 8, t• ri REINSPECTION FEE REQUIRED. Prior to next inspection, feentust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule. reinspection:.-.'• • Town. & Country POST FRAME BUILDINGS DIVISION OF WOW - . PERMABILT Quality: Our Future Depends On (t.TM Tax Account#: Suite C '• 16521 Highway 99 • Lynnwood, WA 98037 -3161 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 .Administrative Headquarters: (425) 743-1555 FAX: (425) 7424378 Toll Free: 1-800-824-9552 Contractor's Lic. #:TOWNCPF099LT Ooo Z$ o.ac( sF ;e4Vro cos' Za sir ., iD Dt -kd6 t,JAI 4L P 4, 4 _ S s t� . � '7 4 �' ('-ra r� o1 e, kS V o fb I s� l eu4c.p;l►JG PRofbs OA ele .Els Please Check After Doing Site Plan: .Property dimensions 'i.Existing buildings Ix Proposed building $Easements Job Name: site rIan ❑ Septic and drainfield "IK.Sewer lines Setbacks of proposed & existing buildings 'K Main road with name —81 Access to proposed building Jo tgJ}d lrea: Permit No. Legal Description. tot size Draw North Arrow i ❑ Elevation of property '4; ❑ Bodies of water ❑ Floorplan ❑ Slopes & Contours (5' increment 47 ...IA &16, r+view approval. is. subject to errors and omissions. _ t' j of construction documents does not auehnr :e . ation of any adopted code or ordinance. Receipt of 'approved Field Copy and conditions Is acknowledged: ISO sue. enq to' K15-10,1 Way To tt - - �xt5- 1.1JCo_ ...... 0E1A (4 &_W'A1 -L. To ?e wt a. t tXISTIK1&- r tl 1.1t ;p ‘1.1 RATI4p1 'd-Kcac►+ `P M.2 SWPw C- 2:t.A. _f .. I .e t Of Tile To 13 BUI D NG D VI 1,9N r, IF. LtrFT l�yt0.1ort. r> LANOc t2 14 r,1 y$ (--.\-0 In s St t-T FENCE To t3E QL/�GEO Al- 1-NC ..001,101-\“_1_ 510 50%L5 Fd vt OF . TB CLEA4L 1r4G- IF tZEo t�. 12,Ci_o Tet Ta SOu TM /De of 7He B1,d6_ as PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning :Division of DCD Approved By:, 3 Date:, M�iEO ' . 5/W 5'dE WNE HOusE $ /a* 2 /44‘6177A)6 t41771 0441vge £ eOwi' CMC lfds These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac. - 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. . SEPARATE - PERMIT _REQUIREDFOR: Cl Mechanical :1- • Electrical ❑ Plumbing • Gas Piping of Tukwila';. E • '`."fNG DIVISION gv' -444 .VC/Pr/lieu/ ; ,' =, 6 "- '4. S • P�:RIK�r14,;. Aire ZZOsrr Lt >~+ vcs Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: - 6 I Z 1.DI Z Cit1 ^ CORRECTION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2012 DL City of Tukwila BUILDING DIVISION DO NOT SIGN INCOMPLETE SITE PLAN! Customer has verified and approved "the location of the building, orier a ' of the building to the North, and verifies that all White - Customer Copy utilities are shown on this drawing in a orrartfoeation. CUSTOMER SIGNATURE e" (7/ ( (� 1. / l 2 LEAD # White - Office Copy RECEIVED JUN 12 2012 PERMIT CENTER ©1995 Perma -Bilt Industries FR -34 6/07 IIIIII tIIII !III IIII C.2.2 FULL INFILTRATION • FIGURE C.2.2.A TYPICAL TRENCH INFILTRATION SYSTEM PLAN VIEW NTS 4" rigid or 6" flexible perforated pipe . v x 'b ° °O * washed rock a° a 0 0n• il m n 5.0' min 12 „ y - 1 1/2"-3/4” . �,, .- - O ° ° 0: 1' min °.* P o n. 0 °.,S:' infiltration trench PLAN VIEW NTS 4" rigid or 6" flexible perforated pipe overflow splash block roof drain sump w /solid lid roof drain REVIEWED FOR CODE COMPLIANCE APPROVED 1JUL 0 6 2012 City of Tukwila BUILDING DIVISION CORRECTION LTR# varies filter fabric r-i- 6" p4 o o V /a ° o 0 24" v ° - L? v ti0 ° • Q0 ° ,�• v °v° v° ° v 12" ; ° o 017000:2 aCI v . v L7 ° t ♦`.0 0v °.0 fine mesh erraan L• 24=. -I SECTION A NTS CB sump w /solid lid compacted backfill 4" rigid or 6" flexible RECEIVED perforated pipe JUN 14 2012 washed rock TUKWILA . 1 1/2 " -3/4" PUBLIC WORKS bP-P- Ile RECEIVED JUN 12 2012 PERMIT CENTER 2009 Surface Water Design Manual — Appendix C 1/9/2009 C -45 .. •'°" -_ Tow• n Co +oWn " } �a - -) . Suite C. 16521. Highway 99 • Lynnwood, WA 98037 -3161 POST FRAME BUILDINGS 'Everett: (425)258 -4171 Puyallup: (253) 840 -9552 DIVISION OF Administrative Headquarters: (425) 743 -1555. � ` PERMABILT FAX:' (425) 742 -4378 Toll Free: 1- 800 - 824 - 9552 Contractor's Lic. #: TOWNCPF099LT l Quality: Our Future Depends On 104 Witting Design Draw North Arrow in i:;1e FLOOR PLAN PLEASE CHECK NO Roll -up doors fit in Bays ;Opal-up doors will not hit Truss `/. Roof Pitch ola Snow Load gS Wind MPH t3 Wind Exposure �fl r Eave Height / 9 Minimum Clearance Fl.utoit.e 15c AO 1-4 • IT' � IN S _ LL * 6 -/74,77 644-ier u on.•,-! z; 0 if BUILDING ELEVATION .i Customer has verified and approved the orientation of the building -to the North and verifies that all items specified in Paragraph B of the contract are showman this drawing and-vice versa. (f IIIIII IIIII IIII IIII Customer Name: H UEll'r mom/ Lead #: %o. 57 Customer Signature: g 1 1 White - Customer Copy. Canary - Office Copy, . • 01995 Perma -Bilt Industries R -85 3/10 RECEIVED JUN 1.1 2012 TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: PermaBilt JOB#: 2/(2 rev BY: DATE: Job Name: Yeatman Site Address: 13957 56th PI S Tukwila, WA Jurisdiction: City of Tukwila Job ID: Yeatman Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Loading: Occupancy Category: R: % of Snow Incl.. w/ Seismic: Sbil Site Class: Allowable :Soil Bearing: Analysis ,Procedure: Spectral Response Acceleration, Ss: Load .Combinations: Building ,DesignParameters Roof DL: Wall DL: REVIEWED FOR ODE COMPLIANCE APPROVED tlh. IJUL 0 6 2012 City of Tukwila BUILDING DIVISION v 5.9.07 b CORRECTION LTR# 1 8 2009 IBC Post -Frame 1 85 mph B 25 psf 6.5 0 % D 2000 psf Wind: ASCE 7 Seismic: ASCE 7 153 %g ASD Basic 13 psf 4. psf Method 2 Equiv. Lateral Force Procedure RECEIVED JUN 12 2012 PERMIT CENTER Q-.i a. Pow 114.41 a w� WOG 1411211104"014 *WNW eMgteV ile, Ow, WPM Mt7' neM,o POP MO OW Mwwimwt,neseW MOM trm 4130 742 $ rtw ttmarra, oerYw.tn10 s soaronwrr Building Design PLEASE CHECK `® Ad up doors fit m Sava up doors not The //i Roof Pitch t> d Snow Low Ore. None Anw m Code p i Wind MPH 43_ Wind m az Ewe Hopht 111. Minimum ametancs -t- -f - - - • i ( -- -- - -- �- - - - T - -I - . - .. - 1- - - - -- 1 — - , ---•- - - -- 1 - - - - 4 - . - - - - -I– . - _ - - - _____ , 4 -' Y./ SHOO- ; 1 T. I i L. __I___L__!________;__ _i 1 : .. .., L.t, ,.... _ _,_ __,.__ i : ; • : ; • 1 ap4),x61-__ . , --{; - rt -�-►_ - • � - - �_ 3-- • l ' 1- ' oil t �___- �yLr�f t�'�L� I � , -! - I t N ___I,�' r /��'; Tom- i I- I -, j i. � . I -_'- - I q - . _ _ - • P:1441 Cr a'- gf— T - -`- --- • - t _ - f y 1 7 _' T ±- , C- —. I I1..LL_ L � , , r -• ' -I - -A (s ) 4' X- Z —! _ 11 J;74F- SL.toeF4, _ Tomb- a� is aq -_ a a _ - irs -4ass k -14,04y4-7. ►8+§ -' - " 1" _. 4174141 .r "- --I - -'— - - - 0 il, X .r.• I s i I" , . ,, I. ., t ' ' c „1�. -ie v.j —4-- - 1 i--/• � t ;r, .=fA.l Ftyo 644-,/- :.r- - _ I E !t!' 7 i - ,„- +-7-,t tt — .. '- - r 11 —17v -•A$o (e)- tV --rai - _• - -� - f I i , L 1 . , —I- . ; 1- i : I , i_ , , _ I, , 1 1 . , ! L, 2,i -- I I I , Sc! at'�' j - 1, las_ - i I -- 9* rro 7 9 A� -- _� - - _ —�- r is • -� - -' n --a - - -`- , _ �_—: , -� 1 ' _,i 341 " i / - - ---� -- - - J)! -— -i- -- - - -j--, 1 -.- 1- 1 _ _ -- J__ -- .... I_._... , _� _ 1_� _ __ ' _ _ 1 ' ' _ ,_,___I__ I 1 ' BUILDING ELEVATION Customer km vcnfod approved the onasaoos of the building so the Noah mad vat6es dm, MI mean spend m Paragraph B oldie contract are show° on tem &a wing / wing and Ma versa Customer Hama s� YEAk m A• .J Use *72054 comma &p awls X tvu. owestbp cr, Moe cqn 010116 Pals* loW411na�C1 x110 TSE PROJECT : Yeatman PAGE : 5 7 g CLIENT: PermaBitt DESIGN BY: JOB NO.: 23128rev. DATE : 06/07/12 REVIEW BY : E.,g i- eer1 Winil An bittis:f itcUtw- fiae:Buiiding ;tti d;on ASCE 7 ; . INPUT DATA WIND SURFACE Exposure category (B. C or 0) B FOR DESIGN Importance factor, pg 77, (0.87, 1.0 or 1.15) I = 1.00 Category II , �j //��� /. ���j Basic wind speed (IBC Tab 1609.3.1V3S) V = 85 mph , /`���� y ��� //� Topographic factor (Sec.8.5.7.2, pg 28 & 45) Kr •= 1 Flat��� / / / / / / / / / / / / / Building height to eave he = 20 ft t Building height to ridge h, = 24 ft Building length L = 31 ft Building width B = 24 ft B Effective area of components A = 25 ft2 DESIGN SUMMARY Max horizontal force normal to building length, L, face = 7.44 kips See Page 4 for Max horizontal force normal to building length, B, face = 5.28 kiPs Adjusted Wind Forces ANALYSIS Velocity pressure qh = 0.00256 Kh K,d Kd V2 I = 11.01 psf where: qt, = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kt, = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3. Case 1,pg 79) = 0.70 Ke = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = mean roof height = 22.00 ft < 60 ft, [Satisfactory] Design pressures for MWFRS p=gh[(GCpi)-(GCo)] where: p = pressure in appropriate zone: (Eq: 6 -18, page 28). G Cp f = product of gust effect.factor and extemal pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cp, = 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, MAXI MIN(0.1B, 0.4h), 0.048,3] = 3.00 ft Net Pressures (psf), Basic Load Cases Roof angle 8 = 18.43 Roof angle 0 = 0.00 Surface Net Pressure with Net Pressure with 0 C ( +GCpI) ( -GC,,, GGpt ( +GCp1) ( -GCp,) 1 0.52 3.70 7.66 0.40 2.42 6.38 2 -0.69 -9.57 -5.61 -0.69 -9.57 -5.61 3 -0.47 -7.14 -3.18 -0.37 -6.05 -2.09 4 -0.42 -6.55 -2.59 -0.29 -5.17 -1.21 1E 0.78 6.61 10.57 0.61 4.73 8.69 2E -1.07 -13.76 -9.79 -1.07 -13.76 -9.79 3E -0.67 -9.39 -5.43 -0.53 -7.81 -3.85 4E -0.62 -8.78 -4.82 -0.43 -6.71 -2.75 5 -0.45 -6.93 -2.97 -0.45 -6.93 -2.97 6 -0.45 -6.93 -2.97 -0.45 -6.93 -2.97 tt f a� h'1 N? {AI- ■■14 ' :MI!' r ' T%;1, Transverse Direction Longitudinal Direction Basic Load Lases WIND TSE Engineering Page: 4" 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 = 7440 lbs. (non adjusted) PL = 5280 lbs. (non adjusted) hr = 24 ft. he = 20 ft. ADJUSTED WIND FORCES: Job ID: Yeatman Transverse; VT = [(hr - 0.625 he) / hr] (PT) = 3565 lbs. Controls Longitudinal; VL = ([0.375 he + 0.5(hr -he)] / [he + 0.5(hr - he)]} (PL) = 2280 lbs. Controls SEISMIC 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= 24 ft. p = 1.3 Building Length = 31 ft. I= 1 SEISMIC WEIGHTS: SEISMIC BASE SHEAR: W roof •= 9672 lbs. W end walls = 1632 lbs. W side walls = 1860 lbs. SDS = 2/3 Ss = Cs= SDS /(R /I) = V= CsW Transverse = 1810 lbs. Longitudinal = 1774 lbs. SEISMIC DESIGN FORCES: VT = Cs Wt p 0.7 = 1647 lbs. VL= CsWip0.7= 1614 lbs. 1.020 0.157 POST Bwa 1011 1 1 4p4. vwitw iNt MOO 4 I Mn run man nano 11Ntl1 NN OWSICOMUs IONIC/MU O.+oQ•nremo..aa• Building Design PLEASE CMECK 10 w doers MmBays up doors wi not M tires Roof Pests d Snow Lose • Our$$.thAno eQrtls $� Wind MPN a_ Wnd Exposure Ea* MOM /9.L. Mranise erane. __I_ . 'A- - 1- I I 111111111111111 , - �- �i _ - - y l - -6442 , - 1 sMO -o- , - - _I - 1 �- -1- - - - •- I --- - -- i- - - -- - I- -1--- --- ' Ti t- - --- --- I I .. - - - • - - -• --- -- _' ' -i- 1 __I__ 1._ °- -- - -? - -- - — i I , ! IwP -r 1 i i _ I r I - 111 I , , S' s-T7E•M I 1 1 i I z i 40 — 4, I- 1 -I -- - 1q'Yio PS: - ..__.�_,io,. .g-Ir. _- t - - -. - - • -A L Ci � 4' X- i'_' J'-. q� suste x+ .3 is : -GYM_ � pa o>41g - 4.8+4.!--- -4 r — — -ter— - - _. C 0) - 4'- iz_t_;_ _.•_f__....___.,._ ; ____ ' A/'s - ^fat_ 4'� 1 _ J_ 1 ; I a I 1 �-4-- t ; 17._i f L_I__I__ —i , ; —I -- - --. 1- --L-- I I -.-- Mi , I 1 . T , --L' I _ .- -- _1 - - - ' ba -1--_ - _ ° .1 i I t • I �_ - 1 -+ - - ` 1— - - — – -` -- - - - -- BUILDING ELEVATION Customer AN amend approved MC onaaimos of the bwWmg to dm Nord, asd venUn Lust MI nests specified a Paragraph 8 of the contract are shown as me drawing sod vice vaa 111111111111 - e - casmma Nana A,�% Ladd 7boS4 Customer &puma K 1 era Omega d..7 as..CC ateso■wassawaw MIsltg(/ TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425) 481-6601 PROJECT: JOB #: BY: cr-L. q.4 DATE: SPIEACt. 4 LINcr-MEN'T cF POT- FRAME BLDG. W17-H ONE oPE4....SiDEALL E p PLAN VIEW OF BLDG. SHOWN DISPLACED * Ro're9TIED FRAM tAM.D F-oRce, p, NoPmtqL TO St-DG. END ROOF. 15 CW■Lsi:DEPED SIG/D. No Si't L:PAvJ LL. W gs SIDGINel!..L To V GiMosHalKo You'd& "ELCeMEOTS of srpriNG14 :5r mATLs-." 4+1, ETAri t2t4 ENT)vJALL ,DISPLACE- MENT tu ro 0, 2 gE L sZ■ CS. -4- MERE AA DI5PLAcE- IANT or siss• AT tAvs' TSE Engineering Page: 7 SHEAR & DISPLACEMENT OF POST -FRAME BUILDING WITH ONE OPEN SIDEWALL Assumptions: Roof diaphragm is rigid Building has shearwalls on ends and one side Building rotates about its shear center B P =VL A 11 tA— SHEAR CENTER RIDGE "OPEN SIDEWALL" PLAN VIEW WITH GRIDS VL = 2280 lbs. GRID B V (shear on sidewall) _ Sidewall Shearwall Length = V (sidewall) = 2280 lbs. 20 ft. 114 plf e (distance to shear center) = 9.87 ft. Q (shear on each endwall) = 1304 lbs. GRID 1 Endwall Shearwall Length = 12 ft. 149 V (endwall) = 109 pif GRID 2 Endwall Shearwall Length = 9 ft. 198 V (endwall) = 145 pif SS (deflection of sidewall) = SE (deflection of endwall) _ d= A allowable per IBC Table 1604.3 = Ratio o to H = 0.330 in. 0.341 in. 0.528 in. 0.858 in. 1.992 in. 0.004 21 O.K. Job ID: Yeatman Note: "Open Sidewall" is enclosed but without qualifying shearwall segments ENDWALL TSE Engineering Page: 8 SHEARWALL DEFLECTION OF POST-FRAME BUILDING Sidewali Endwall Input: A= 19.25 in2 L= 20 ft. E= 1.3 x 10b psi en = 0.02 in. G = 11 x 106 psi H= 20 ft. t = 0.0135 in. v (sidewall) = 114 plf Input: A = 19.25 in2 b (Av.) = 10.5 ft. E = 1.3 x 106 psi en = 0.02 in. G = 11 x 106 psi H= 20 ft. t= 0.0135 in. v (endwall) = 109 plf Results: 8 v H3 = 0.015 in. E A L v H = 0.015 in. Gt 0.75 H en = 0.300 in. E = 0.330 in. Results: 8 v H3 = 0.026 in. E A b v H = 0.015. in. Gt 0.75 H en = 0.300 in. F = 0.341 in. Job ID: Yeatman ATTACHMENT DETAIL x 7 /e" Stitch Screw (1' -0" o.c.) ..- -#9-15 Woodscrew t —� Optional Profile —Anti-Siphon Groove FASTENING PATTERN -'4"-14 x 7/e Stitch Screw .• #9-15 Woodscrew T!i i f t i!t GENERAL INFORMATION • Slope The minimum recommended slope for Pro-Panel 11. roof panel is 3:12. • Substructure Pro- Panel-1P is designed to be ulifined over open structural framing, or a solid substrate. To avoid panel distortion, use a properly aligned and uniform substructure. • Coverage Pro -Panel II' panels are available in a 5 /e" rib height with a coverage width of 36"_ • Length Minimum factory cut length is 5-0". Maximum recommended panel length is 45-0'. Longer panels require additional consideration in packaging, shipping, and erection. Please consult Metal Sales for recommendations. • Fasteners The fastener selection guide should be consulted for choosing the proper fastener for specific applications. Quantity and type of fastener must meet necessary loading and code requirements. NOTE: All panels are subject to surface distortion due to improperly applied fasteners Overdriven fasteners will cause stress and induce oil canning across the face of the panel at or near the pant of attad►ment. • Availability Finishes Acrylic Coated Galvalurne or MS Colorfast45' Gauges: 26ga and 29ga standard SECTION PROPERTIES ALLOWABLE UNIFORM (3 or More Equal Inward Load LOADS PSF Spans) Outward Load Ga. Width (1n.) Yield Ka PSF Top in Compression Bottom in Compression hoc In'/ft Sxx In'/ft boc left Sxx In'/ft 2' 2.6' 3' 3.5' 4' 5' 2' 2.5' 3' 3.6' 4' 5' 29 36" 80 0.71 0.0067 0.0134 0.0047 0.0133 90 58 41 27 18 9 90 59 41 27 18 9 Z6 36 80 0.87 0.0090 0.0181 0.0063 0.0170 115 75 52 35 23 12 1122 79 55 35 23 12 I .. Theoretical section properties have been calculated per AIS 2001 "Specification for the Design of Cold - Formed Steel Structural Members." ixx and Sxx arc effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear and deflection. Allowable load considers the worst case of 3 or 4 equal span conditions. Allowable load does not address web crippling or fasteneNsupport connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L1180 of span. 4. Allowable loads do not include a 1/3 stress increase in uplift 5. Diaphram 306 plf average Ulitmate Shear Strength using the above fastening pattern on 2x supports located 2' on center per ASTM E455 -04 Icatbw= °-4 Su x%.33= 0.4(306 (1•33): 163pIf metal sales manufacturing corporation Kent WA 800.431.3470 Temple, TX 800.543.4415 Longmont, CO 800.289.7663 Antioch, TN 800251.8508 Woodland, CA 800.759.6019 Rogers, MN 800.3289316 Spokane, WA800.572.6565 Jeffierson, 011 800.321.5833 Rock Island, IL 800.747.1206 Setlersburg, IN 800.999.7777 Jacksonville, FL 800.394.4419 Orwigsburg, PA 800.544.2577 Independence, MO 800.747.0012 Fontana, CA 800.782.7953 Anchorage, AK 866.640.7663 Bay City, MI 888.777.7640 Detroit Lakes, MN 888.594.1394 Modcsviile, NC 800.228.6119 Fort Smith, AR 877.452.3915 vAvw.metalsales.us.com ©MS128OPPro1 -2011 TSE Engineering EMBEDDED POST DESIGN (POST -FRAME CONSTRUCTION) Sidewall w/ Loft page: f� Loft Height Post b Post d HF Post Fb Fc E(10)^6 12 NOMINAL: 6 6 #1 975 850 1.3 ft. ACTUAL: 5.625 5.625 CD 1.6 1.6 1.0 Eave Height 20 ft in. in. CF 1 1 Roof D+ Roof S+ CL 1 Bay Width Span Roof OH Loft D Loft L Ci 0.8 0.8 0.95 11 12 13 75 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1248 1088 1.235 Wind Pressure 0.75W W Is psi psi psi 10 83 110 1 psf pif plf IBC 2006 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.755 + 0.75L + 0.75W Loading: D + W P 4571 Ibs. P 858 Ibs. fc 144.5 psi fc 27.1 psi le 115.2 in. le 115.2 in. Ie /d 20.5 Ie /d 20.5 KCE 0.3 KCE 0.3 FCE 883 psi FCE 883 psi c 0.8 c 0.8 k.1 1.13 k.1 1.13 k.2 1.01 k.2 1.01 Cp 0.62 Cp 0.62 Fc' 669 psi Fc' 669 psi M (in -span) 10024 in. -Ibs. M (in -span) 13365 in. -lbs. M (base) 17820 in. -Ibs. M (base) 23760 in. -lbs. S.Mod. 29.66 in ^3 S.Mod. 29.66 inA3 fb (in -span) 338 psi fb (in -span) 451 psi fb (base) 601 psi fb (base) 801 psi Post CSI (in -span) = 0.32 Post CSI (in -span) = 0.36 Post CSI (base) = 0.62 Post CSI (base) = 0.66 v 6.9.07 TSE page: It Engineering EMBEDDED POST DESIGN (POST -FRAME CONSTRUCTION) Sidewall w/ Loft Loft Height Post b Post d HF Post 12 NOMINAL: 6 6 #2 ft. ACTUAL: 5.625 7.125 w/ 2x scab in. in. Roof D+ Roof S+ Bay Width Span Roof OH Loft D Loft L 11 12 13 75 ft. ft. ft. psf psf OPTION WITH BUILT -UP COLUMN PER NDS SEC 15.3.1 Wind Pressure 10 psf 0.75W 83 pif W 110 pif Is 1 Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W P fc le Ie /d KCE FCE c k.1 k.2 Cp Fc' M (in -span) M (base) S.Mod. fb (in -span) fb (base) 4571 lbs. 114.0 psi 115.2 in. 16.2 0.3 1199 psi 0.8 1.64 2.04 0.83 610 psi 10024 in. -lbs. 17820 in. -lbs. 47.59 inA3 211 psi 374 psi Post CSI (in -span) = 0.32 Post CSI (base) = 0.60 SCAB CONNECTION: d v 3.9.12 b Variables: Eave ht (ft)= 12 d' Unit Id (plf)= 110 Area 2x6 (inA2)= 8.25 d (in)= 7.125 d' (in) = (d/2)- 0.75"= 2.8 Width b (in)= 5.625 # of rows of nails= 3 CD CF CL Ci Iw 1 Loading: D + W P fc le Ie /d KCE FCE c k.1 k.2 Cp Fc' M. (in -span) M (base) S.Mod. fb (in -span) fb (base) Fb 575 1.6 1 1 0.8 Fc E(10) ^6 575 1.1 1.6 1.0 1 0.8 0.95 Fb' Fc* E'(10)^6 736 736 1.045 psi psi psi 858 lbs. 21.4 psi 115.2 in. 16.2 0.3 1199 psi 0.8 1.64 2.04 0.83 610 psi 13365 in. -lbs. 23760 in. -Ibs. 47.59 inA3 281 psi 499 psi Post CSI (in -span) = 0.38 Post CSI (base) = 0.69 Vmax ( #)= Vave ( #)= Qa (in)= 1 (inA3)= v (psi)= v (#f)= nail/ft/row= nail allow= 133 0.625(H)(W)= 825 (Vmax - (V- W(4)))/2= 605 A(d')= 23.2 (b)(d ^3)/12= 169.5 Vave(Qa) /I(b)= 14.7 v(12)(b)= 994 v /(# of rows (allow))= 2.5 TSE Engineering EMBEDDED POST DESIGN (POST -FRAME CONSTRUCTION' Endwall w/ Loft page: '2 Loft Height Post b Post d HF Post Fb Fc E(10) ^6 12 NOMINAL 6 6 #1 975 850 1.3 ft. ACTUAL: 5.625 5.625 Co 1.6 1.6 1.0 Eave Height 20 ft in. in. CF 1 1 Roof D+ Roof S+ CL 1 Av.Spacing Bay Width Roof OH Loft D Loft L Ci 0.8 0.8 0.95 12 11 13 75 ft. ft. ft. psf psf Fb' Fc* E'(1 OM 1248 1088 1.235 Wind Pressure 0.75W W Is psi psi psi 10 90 120 1 psf pif pif IBC 2006 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75L + 0.75W Loading: D + W P 4571 Ibs. P 858 lbs. fc 144.5 psi fc 27.1 psi le 115.2 in. le 115.2 in. le /d 20.5 Ie /d 20.5 KCE 0.3 KCE 0.3 FCE 883 psi FCE 883 psi c 0.8 c 0.8 k.1 1.13 k.1 1.13 k.2 1.01 k.2 1.01 Cp 0.62 Cp 0.62 Fc' 669 psi Fc' 669 psi M (in -span) 10935 in. -lbs. M (in -span) 14580 in. -Ibs. M (base) 19440 in. -Ibs. M (base) 25920 in. -Ibs. S.Mod. 29.66 in ^3 S.Mod. 29.66 in ^3 fb (in -span) 369 psi fb (in -span) 492 psi fb (base) 655 psi fb (base) 874 psi Post CSI (in -span) = 0.34 Post CSI (in -span) = 0.40 Post CSI (base) = 0.67 Post CSI (base) = 0.72 TSE page: 13 Engineering EMBEDDED POST DESIGN (POST -FRAME CONSTRUCTION) Endwall w/ Loft Loft Height 12 NOMINAL: ft. ACTUAL: Av.Spacinq 12 ft. Bay Width 11 ft. Wind Pressure 10 psf OPTION WITH BUILT -UP COLUMN PER NDS SEC 15.3.1 Post b Post d HF Post 6 6 #2 5.625 7.125 w/ 2x scab in. in. Roof D+ Roof S+ Roof OH Loft D Loft L 13 75 ft. psf psf 0.75W 90 plf W 120 plf Is 1 Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.755 + 0.75W P fc le Ie /d KCE FCE c k.1 k.2 Cp Fc' M (in -span) M (base) S.Mod. fb (in -span) fb (base) 4571 lbs. 114.0 psi 115.2 in. 16.2 0.3 1199 psi 0.8 1.64 2.04 0.83 610 psi 10935 in. -Ibs. 19440 in. -Ibs. 47.59 in ^3 230 psi 408 psi Post CSI (in -span) = 0.35 Post CSI (base) = 0.65 SCAB CONNECTION: d v 3.9.12 b •Variables: / Eave ht (ft)= 12 d' Unit Id (plf)= 120 / Area 2x6 (in ^2)= 8.25 d (in)= 7.125 d' (in) = (d/2) -0.75 "= 2.8 Width b (in)= 5.625 # of rows of nails= 3 Co CF CL Ci Iw 1 Loading: D + W P fc le Ie /d KCE FCE c k.1 k.2 Cp Fc' M (in -span) M (base) S. Mod. fb (in -span) fb (base) Fb 575 1.6 1 1 0.8 Fc E(10)^6 575 1.1 1.6 1.0 1 0.8 0.95 Fb' Fc' E'(10) ^6 736 736 1.045 psi psi psi 858 lbs. 21.4 psi 115.2 in. 16.2 0.3 1199 psi 0.8 1.64 2.04 0.83 610 psi 14580 in. -Ibs. 25920 in. -Ibs. 47.59 in ^3 306 psi 545 psi Post CSI (in -span) = 0.42 Post CSI (base) = 0.75 Vmax ( #)= Vave ( #)= Oa (in)= 1 (in ^3)= v (psi)= v ( #f)= nail /ft/row= nail allow= 133 0.625(H)(W)= 900 (Vmax - (V- W(4)))/2= 660 A(d')= 23.2. (b)(d ^3)/12= 169.5 Vave(Qa) /1(b)= 16.1 v(12)(b)= 1084 v /(# of rows (allow))= 2.7 INTERIOR POST Overall Length 24 ft. TSE Engineering End Conditions Intermediate Supports Kexx Keyy xx axis yy axis 1 1 1 1 Column Size b d 5.625 5.625 in. in. MATERIAL Type/Specie Grade Manuf. Lbr. Timber HF #1 Dimen.Lbr fc SRxx (Ie/d) SRyy (Ie/b) Fc* KcE FcE c ki k2 P Fc' Mxx Sxx f« FcE xx Fbxx' k3 Myy Syy t FcE yy KbE Re FbE k4 v 3.3.03 0 psi 25.6 25.6 831 psi 0.3 565 psi 0.8 1.050258 0.850516 0.547739 455 psi 0 ft.Ibs 29.66 in ^3 0 psi 565 psi 929 psi 0 0 ft.Ibs 29.66 in ^3 0 psi 565 psi 0.438 5.060 21130 psi 0 Loading P axial 0 lbs. Duration Incising Plate Properties CD Ci Specie Fc(perp) 1.15 Yes N/A psi Page: 1+ wxx wyy 0 0 plf pif Cb? Cb YES 1 Fbxx Fbyy Fc Exx (10)^6 Eyy (10)^6 950 950 850 1.3 1.3 psi psi psi psi psi RESULTS COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = N/A ALLOWABLE AXIAL LOAD = 14400 lbs. >' 14/ (u 1) -t'13 (II')(12)= X141 P axial — � oi2S Y Wx x WYY USE: PT 6x6 HF#1 TSE Engineering w 4986 Ibs Diaphragm Restraint Bay Width (ft)= 12 Wind Load (psf)= 10.0 w(plf)= 120 Lateral Load Design: Post Diameter. 0.66 ft. Foundation Depth: 4 ft. Constrained? YES Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: P= 4986 Ibs Foundation Diameter: 2 ft. Foundation Area: 3.1 sf Bearing Allowable(Fbm): 2000 psf Actual Bearing(f) =P /A= 1588 psf v 10.10.04- 5.23.os c1 101. fo$T Foundation Design per 2009 IBC Section 1804.3 & 1805.7 Depth Required 3.4 ft. Loft Carried Spans= 1 Loft LL(psf) = 50 Snow Load(psf) = 25 Span(ft)= 12 Bay width(ft)= 12 9 min pad thick (in) w/ no rebar Page: 5 TSE Engineering Job#: Page: f6 FOOTING (PAD) erregl oR P DL P LL Fbrg (Ult.) Fbrg (Net) Brg. Depth Cover Depth Soil Density Slab Thick. Slab LL 850 4250 2000 0 4 1 100 0 0 lbs. lbs. psf psf ft. ft. pcf in. psf DL factor= 0.2 A B T a b Pc fy Size (A) Size (8) 1.8 1.8 10 6 6 2.5 40 4 4 ft. ft. in. in. in. ksi ksi DL slab 0 lbs. Results DL soil 324 lbs. DL footing 405 lbs. f brg / F brg = 0.562 <1.0 o.k. E DL 1579 lbs. LL slab 0 lbs. 4' Vn / Vu = 9.87 >1.0 o.k. E LL 4250 lbs. E vert load 5829 lbs. f brg 1799 psf F brg 3200 psf Pu 84151bs. pu 2597 psf d ay. 6.5 Two Way Shear. bo 50 in. Vu 5597 Ibs. Vc X11 -35) 97500 lbs. as 40 Vc (11-36) 117000 lbs. Vc (11 -37) 65000 lbs. 4 Vn 55250 lbs. One Way Shear: Vu 506 lbs. Vc (11 -3) 14040 lbs. Vn 11934 lbs. Moment: LA 0.65 ft. LB 0.65 ft. MU(A) 0.99 ft.kips Mum 0.99 ft.kips dA 6.25 in. de 6.75 in. With round footing, D= 24 in. Ptotar 5100 lbs. Check as unreinforced: 9 o.k. v 3.23AOa TSE Engineering Job#: Page: FOOTING (PAD) V so Woes P DL P LL Fbrg (Ult.) Fbrg (Net) Brg. Depth Cover Depth Soil Density Slab Thick. Slab LL 1700 8500 2000 0 4 1 100 0 0 lbs. lbs. psf psf ft. ft. pcf in. psf DL factor= 0.2 A B T a b fc fy Size (A) Size (B) 2.2 2.2 12 6 6 2.5 40 4 4 ft. ft. in. in. in. ksi ksi DL slab DL soil DL footing E DL LL slab E LL E vert Toad f brg F brg 0 lbs. Results 484 lbs. 726 lbs. f brg / F brg = 0.737 <1.0 o.k. 2910 lbs. 0 lbs. (1)Vn/Vu= 7.13 >1.0 o.k. 8500 lbs. 11410 lbs. 2357 psf 3200 psf Pu 16830 Ibs. pu 3477 psf d ay. 8.5 Two Way Shear. bo 58 in. Vu 11753 lbs. Vc (11 -35) 147900 lbs. as 40 Vc (11 -36) 193800 lbs. Vc (11 -37) 98600 lbs. Vn 83810 lbs. One Way Shear. Vu 1084 Ibs. Vc (11 -3) 22440 lbs. Vn 19074 lbs. Moment: LA 0.85 ft. LB 0.85 ft. MU(A) 2.76 ft.kips Mute) 2.76 ft.kips dA 8.25 in. dB 8.75 in. With round footing, D= 30 in. Pte)= 10200 lbs. Check as unreinforced: 12 o.k. v 3.23.00a TSE Engineering PURLIN Page: INPUT: Uniform Loading Span Length w (DL) w (SL) Is L Roof (psf) 3 25 1.0 10.5 ft 0 Tributary (ft) 2 2 Cs= 1.0 WaII (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 3 0 w (TL) 9.0 50.0 59.0 plf plf plf 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 47 47 263 263 310 310 124 689 813 Ibs. Ibs. Ibs. Ibs. Ibs. lbs. ft.ibs. ft.Ibs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 101'6 Manuf.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 = 51 psi Brg.Lgth.= 0.042 ft. CL = 1.000 fb = 1290 psi GL Cv = N/A R = N/A A (DL) = 0.09 in. 0 (LL) = 0.51 in. o (TL) = 0.60 in. RATIOS OF ACTUAL TO ALLOWABLE fv /Fv'= 0.60 fb /Fb'= 0.88 USE 2x6 HF #2 @ 24" oc v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 249 for LL> U180 ok L / 211 for TL> U120 ok Table 1604.3 TSE Engineering RAFTER INPUT: w (DL) pff w (LL) pff w (TL) pff P (DL) Ibs P (LL) Ibs P (TL) Ibs RESULTS: RA (Tt) = VA (TL) = MA(TL)= A (DL) = A (LL) = A (TL) = Pf= 25 t RA Cs= 1.0 PD= 3 1.92 1.92 /- w I, Page: 19 I= 1.0 trib width= 5.5 1.92 25 138 162 932 Ibs. 932 Ibs.(max.) 0 ft.lbs. 0 25 138 162 25 138 162 RB 1.92 1.92 1.92 L= 11.5 ft. 25 138 162 25 138 162 0 0 0 0 RB (TL) = VB (TL) = MA -B (TL) = 2678 tt.IbS.(max.) MB (TL) = A (DL) = 0.034 in. A (DL) = A (LL) = 0.190 in. A (LL) = A (TL) = 0.224 in. A (TL) = BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf. Lbr. Timber Dimen. Lbr. DFL #2 900 150 625 1.6 psi psi psi psi 25 138 162 932 Ibs. 932 Ibs.(max.) 0 ft.Ibs. b d A S I Brg.Lgth. CD 1.15 1.5 11.25 16.88 31.6 178.0 0.08 CH 1 in. in. in. ^2 in. ^3 in. ^4 ft. Cr 1 Ci 1 STRESSES: fv = 69 psi fv = 69 psi fb = 1016 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv / Fv' = 0.40 fv / Fv' = 0.40 fb /Fb'= 0.98 RATIOS OF SPAN TO DEFLECTION: v 3.3.03 L / 726 for LL L / 616 for TL USE 2x12 DFL #2 each side of post TSE Page: /.0 Engineering RAKE BEAM INPUT: w (DL) pif w (LL) ptf w (TL) pit P (DL) Ibs P (LL) Ibs P (TL) Ibs RESULTS: RA (TL) _ VA (TL) = MA (TL) = A (DL) = A (LL) = A (TL) = Pr= 25 Cs= 1.0 PD= 3 1.92 1.92 J. w J, I= 1.0 trib width= 5.5 1.9.2 1.92 11.5 ft. 1.92 25 138 162 932 Ibs. 932 Ibs. (max. ) 0 ft.Ibs. 0 25 138 162 25 138 162 138 162 25 138 162 0 0 0 0 Rs (n) _ VB(TL)= MA -B (TL) = 2678 1t.IbS.(max.) MB (TL) _ A (DL) = 0.034 in. A (DL) = A (LL) = 0.190 in. A (LL) = A (TL) = 0.224 in. A (TL) = BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10 ^6 Manuf.Lbr. Timber Dimen. Lbr. DFL #2 900 150 625 1.6 psi psi psi psi 25 138 162 932 Ibs. 932 Ibs.(max.) 0 ft.Ibs. b d A S 1 Brq.Loth. Co 1.15 1.5 11.25 16.88 31.6 178.0 0.08 CH 1 in. in. in. ^2 in. ^3 in. ^4 ft. Cr 1 Ci 1 STRESSES: fv = 69 psi fv = 69 psi fb = 1016 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv / Fv' = 0.40 fb /Fb'= 0.98 RATIOS OF SPAN TO DEFLECTION: L / 726 for LL L/ 616 for TL USE 2x12 DFL #2 v 3.3.03 fv / Fv' = 0.40 TSE Page: 21 Engineering JOIST INPUT: Uniform Loading Span Length w (DL) w (SL) Is L Roof (psf) 11.5 Tributary (ft) 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 50 Tributary (ft) 1.33 1.33 Other (plf) 3 0 w (TL) 16.3 66.5 82.8 ptf pit pif 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) • M (TL) 94 94 382 382 476 476 269 1099 1369 Ibs. Ibs. lbs. Ibs. lbs. Ibs. ft.lbs. ft.Ibs. ft.Ibs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Co 1 Timber CH 1 Dimen. Lbr. HF#2 935 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 9.25 13.88 21.4 99 in. in. in. ^2 in. ^3 in. ^4 fv = 45 psi Brg.Lgth.= 0.065 ft. CL = 1.000 fb = 770 psi GL Cv = N/A R = N/A A (DL) = 0.05 in. o (LL) = 0.20 in. e (TL) = 0.25 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.59 fb /Fb'= 0.72 USE 2x10 HF#2 @ 16" oc v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 678 for LL> U360 ok L / 545 for TL> L/240 ok Table 1604.3 TSE Engineering LOFT GIRDER (one joist span) INPUT: Uniform Loading Span Length w (DL) w (SL) L Roof (psf) 10.5 Tributary (ft) 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 50 Tributary (ft) 6 6 Other (plf) 15 0 Page: V/ 0 w (TL) 0 75.0 300.0 375.0 0 pif pif plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 394 394 1575 1575 1969 1969 1034 4134 5168 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.Ibs. ft.Ibs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 1'6 Manuf.Lbr. Co 1 Timber CH 1 Dimen. Lbr. HF #2 850 75 405 1.3 Cr 1 psi psi psi psi Ci 1 b d A S I 4.5 11.25 50.63 94.9 534 in. in. in. ^2 in. ^3 in. ^4 fv = 48 psi Brg.Lgth.= 0.090 ft. CL = 1.000 fb = 650 psi GL Cv = N/A R = N/A A (DL) = 0.03 in. o (LL) = 0.12 in. n (TL) = 0.15 in. RATIOS OF ACTUAL TO ALLOWABLE fv /Fv'= 0.64 fb /Fb'= 0.76 USE (3) -2x12 HF #2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 1066 for LL> U360 ok L / 853 for TL> L/240 ok Table 1604.3 TSE Page: 2?J Engineering LOFT GIRDER (two joist spans) INPUT: Uniform Loading Span Length w (DL) w (SL) L Roof (psf) 10.5 Tributary (ft) 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 50 Tributary (ft) 12 12 Other (plf) 15 0 w (TL) 135.0 600.0 735.0 pif pif plf 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 709 709 3150 3150 3859 3859 1860 8269 10129 Ibs. Ibs. Ibs. Ibs. Ibs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 101'6 Manuf.Lbr. GL 2400 165 650 1.8 Co 1 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi . psi Ci 1 b d A S I 3.125 12 37.50 75.0 450 in. in. in.A2 in. ^3 in. ^4 fv = 125 psi Brg.Lgth.= 0.158 ft. CL = 1.000 fb = 1620 psi GL Cv = 1 R = 2419 ft. A (DL) = 0.05 in. 0 (LL) = 0.20 in. o (TL) = 0.25 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.76 fb /Fb'= 0.68 RATIOS OF SPAN TO DEFLECTION L / 622 for LL> U360 ok L / 508 for TL> L/240 ok USE GLULAM 1/8 K / 2 24F -V4 v 3.3.03 Table 1604.3 • TSE Page: VI- Engineering LOSGIRDER (one joist span) INPUT: Uniform Loading Span Length w (DL) w (SL) L Roof (psf) 11.5 Tributary (ft) 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 50 Tributary (ft) 4 4 Other (pif) 15 0 w (TL) 55.0 200.0 255.0 pif pif pif 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 316 316 1150 1150 1466 1466 909 3306 4215 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1 Timber CH 1 Dimen. Lbr. HF#2 935 75 405 1.3 Cr 1 psi psi psi psi Ci 1 b d A S I 4.5 9.25 41.63 64.2 297 in. in. in. ^2 in. ^3 in. ^4 fv = 46 psi Brg.Lgth.= 0.067 ft. CL = 1.000 fb = 790 psi GL Cv = N/A R = N/A A (DL) = 0.06 in. 0 (IL) = 0.20 in. A (TL) = 0.26 in. RATIOS OF ACTUAL TO ALLOWABLE fv /Fv'= 0.61 fb /Fb'= 0.84 USE (3) -2x10 HF #2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 677 for LL> L/360 ok L / 531 for TL> L/240 ok Table 1604.3 TSE Engineering LOFT GIRDER 464M;(217/46 MgMat/Are 6/M IO2 Page: /LS INPUT: Uniform Loading Span Length w•(DL) w (SL) L Roof (psf) 11.5 0 Tributary (ft) 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 50 Tributary (ft) 1.33 1.33 Concentrated Loading Other (plf) 15 0 Load Xc P (DL) P (LL) P (TL) w (TL) 1 4 316 1150 1466 28.3 66.5 94.8 2 0 pif pif pif ft Ibs Ibs Ibs RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 369 273 1132 782 1501 1055 1292 4099 5392 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.Ibs. ft.Ibs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10A6 Manuf.Lbr. Co 1 Timber CH 1 Dimen. Lbr. HF#2 850 75 405 1.3 Cr 1 psi psi psi psi Ci 1 b d A S I 4.5 11.25 50.63 94.9 534 in. in. in.A2 in.A3 in.A4 fv = 42 psi Brg.Lgth.= 0.058 ft. CL = 1.000 fb = 680 psi GL Cv = N/A R = N/A A (DL) = 0.04 in. A (LL) = 0.12 in. A (TL) = 0.16 in. RATIOS OF ACTUAL TO ALLOWABLE fv /FV= 0.56 fb /Fb'= 0.80 USE (3) -2x12 HF#2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 1172 for LL> U360 ok L / 886 for TL> U240 ok Table 1604.3 N 6'- 0 "x2' -0" SLIDER 2x12 DFL #2 RAkE ( N N BEAM PER 5A/3 (TYP) 0 0 N `6X6 POST* N N 0 'CLL.! i0 BLDG. LINE AT FACE OF POST (TYP.) 6x6 HF #2 CORNER POST (TYP) 6'- 0 "x2' -0" SLIDER N N o 0 N N X X N N 6x6 POST RIDGE VENT 6x6 SIDEWI L POST (TYP) i F N N L ▪ L 0 0 CV CV N N w N 0 Es N 0 N 6x6 POST-- 2x12 DFL #2 RAKE BEAM PER 5A/3 (TYP) r 11.-o" 31'-0" (1) STRAP EACH WAY PER DETAIL 18/3 AND 19/3 AT THIS BAY r EMBEDDED 6x6 HF #2 POST PER DETAIL 13/3 AND 16/3 AND FRAME PER DETAIL 12/3. DETAIL 6/3 – \___ PURLIN FER DETAILS 3/3 & 4/3 . DETAIL 9/3 –\\\„( GIRTS PER DETAIL 12/3. 29 GA. METAL WALL CLADDING PER NOTE #4, SHEET 3. POSTS NOTED WITH AN " *" MAY BE N0.2 GRADE PLUS A 2x6 P.T. HF #2 SCAB. APPLIED TO THE INSIDE FACE OF POST EXTENDING FROM FOOTING PAD TO 1/3 THE EAVE HEIGHT ABOVE GRADE. NAIL SCAB WITH (3) ROWS 0.131" Dia.x3 -1/4" GALV, NAILS SPACED AT 4" 0.C. EACH ROW. ROOF FRAMING PLAN WITH UPPER WALLS SCALE: 1/4" = 1• -0" METAL ROOFING ••■ 04 l METAL SIDING FLOOR BEYOND WEST ELEVATION METAL ROOFING PER NOTE #4, SHEET 3. (29 GAUGE) 12 ' -POST PER PLAN :DETAIL 13/3 —FLOOR JOIST PER PLAN FLOOR GIRDER PER PLAN - -POST PER PLAN –FLOOR 724" DW.x10" THICK — — x 4' -0" DEEP — FOOTINGS PER 30" DIA.x12" THICK x 4' -0" DEEP DETAIL 16/3 FOOTINGS PER DETAIL 16/3 TSECTION AT LOFT SCALE: 1/4" =i1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2012 City of Tukwila BUILDING DIVISION EAST ELEVAtION Z RECEIVED JUN 11 2012 a 12 4 NORTH ELEVATION SOUTH ELEVATION STRAP PER DETAILS 17/3 AND 18/3 m 0 N c2' ao' - . 20v oa 1 E r 0 C G 8 6UOIBUB! Ul Z Z O O LA � J z w -J (TYP) 6'- 0 "x3' -0' SUDER 1) SUBFLOORING TO BE 5/8' (MIN) APA RATED SHEATHING 32/16 T &G. LAY W/ LONG SIDE PERPENDICULAR TO JOISTS & STAGGER. NAIL W/ 8d 0 6" O.C. AT EDGES AND 0 12" O.C. AT INTERMEDIATE SUPPORTS. 2) GLULAMS TO BE 24F -V4 — HUCQ210 -3 SDS (3)2x12 6x6 POST 3-1/8"X12" GLULAM 6 HF #2 CORNER POST () (3)2x12 AEk v U w O co a 00 - N (Ty) (TYP) v (TYR) x I_- 3 -1/8 "X12" GLULAIy 3x 0 z CV x M (4) (1 (3)2x 0 0 : HUC210 -2 a)O_ N 010 O CD 0 N to J r (2)2x10 f �3 -1/8 "X12" GLULA 6x6 POST HUCQ210 -3 SDS (3)2x12 n STAIRWAY PER DETAILS 24/2, 25/2, 26/2 AND 27/2 (1) STRAP EACH WAY PER DETAIL 18/3 AND 19/3 AT THIS BAY EMBEDDED 6x6 HF #2 POST PER DETAIL 13/3 AND 16/3 AND FRAME PER DETAIL 12/3. 3'x6' -8" MANDOOR 4" CONCRETE SLAB ON GRADE x6 SIDEWALL POST (TYP) (3)2x12 9'x10' SRU C X `1 9'x10' SRU it'—o' `� I1 w 6'- 0 "x2' -0' SLIDER 9' -0' 11' -0' 1 31' -0" (n'P) LOFT FLOOR FRAMING PLAN WITH LOWER WALLS SCALE: 1/4" = 1' -0" 2x4 TOP RAIL (3) 1/4" DIA. x 6" LAG SCREWS (OR 4" Dia. BOLTS) AT 2 "o.c. LOCATE *TOP" LAG SCREW (OR BOLT) 1 1/2" FROM TOP. 2x12 STRINGER ANGLE "A34" W/ 8d x1 -1/2" NAILS STRINGER PER PLAN ATTACH RAILING TO POST W/ 2 -16d �l 14111:11; \' "ar* II _....„,tio 4x4 HF #2 AT 4' -0" o.c. 4x4 HF #2 AT 4' -0" o.c. 2x6 RAILING (1) 1/4 "DIA. x 4" LONG LAG SCREW (OR BOLT) 2" CLEAR FROM BOTTOM STAIRWAY RAILING DETAIL LESS THAN 4" CLEAR, 3/4' .. .i ^2 ":SF... LANDIN • SPIKE MULTIPLE 2x' GIRDER TOGETHER WITH (2) ROWS 16d AT 8" 0.C. EACH ROW STAIR NOTES: 1) VARRIATION OF RISERS AND TREADS SHALL NOT BE MORE THAN 3/8" FROM THE SMALLEST TO THE LARGEST WITHIN ANY FLIGHT OF STAIRS. 13' -0' MAX. CONTINUOUS POST GIRDER FLUSH WITH INSIDE FACE OF POST. HUCQ210 -3 SDS HANGER 2x10 JOIST W/ LUS210 HANGER GIRDER CONN. AT POST (BEAM AT EXTERIOR WALL) POST PER PLAN (WHERE OCCURS) STAIRCASE ANGLE TA9Z ANGLE: STO STRINGER ER R TO HEADER, TYP. PLYWOOD OR 2x RISER t� 2x12 STRINGER ON EACH SIDE. A23 ANGLE 0 INSIDE w/ (4) 10d x1) " 0 STRINGER DRILLED MEMO HOLE FOR XJ "0 KWIK BOLT TO CONCRETE SLAB OR PAD 2x12 (TYP.) 4' WIDE MAX. 10" MIN 2x6 GIRT. PER PLAN INSTALLED AT FLOOR LEVEL WALL PANEL PER PLAN 111111 ; CONTINUOUS 2x NAILER BETWEEN WALL GIRT AND FLOOR JOIST ' 10d AT 41 O.C. GIRDER PER PLAN JOIST & HANGER PER PLAN 2x BLOCK w/ WIDTH TO MATCH GIRDER WITH (12) 16d BOX NAILS POST PER PLA GLULAM PER PLAN. HUCQ210 -2 SDS HANGER GIRDER CONN. AT POST w/ NAILER BLOCK (CENTER BEAM) N.T.S. d NNAp�T CC6H" 0.C. ST .C. EDGE NAILING ARaUND P SHEATHING SIDOE OePOST WITH TO (3) 10d NAILS POST PER PLAN FRAMING DETAIL AT EDGE OF LOFT STAIR FRAMING DETAIL 2 3/4" - 1'-0" 1" = 1,-0" DBL HEADER 0 FLOOR ELEVATION 10dAT4 "O.C. 2x6 GIRT. PER PLAN INSTALLED AT FLOOR LEVEL 8d AT 6" 0.C. EDGE NAILING NOTCH FLOOR SHEATHING AROUND POST WALL PANEL PER PLAN 2x10 FLOOR JOIST BEAM PER PLAN POST PER PLAN DETAI AT EDGE OF LOFT REVIEWED CODAPCE PROVED JUL 0 6 2012 City of Tukwila BUILDING DIVISION UP LS90 STAIR ANGLE, TIP. NOTE: DOUBLE HEADERS TO HAVE HUSC210 -2 HANGERS STAIR FRAMING DETAIL 1' = 1' -0" DBL L FT DBL 2x NOTE: SOME HEADERS NOT SHOWN FOR CLARITY 4x4 POST, MIN. RINGER STAIR TREAD HANGER w/ CONCEALED FLANGES POST TO BEAR ON A MINIMUM 8 "x8 "x6" THICK CONCRETE FOOTING w/ POSITIVE POST CONNECTION i .. TA9Z 22 2 STAIR FRAMING DETAIL 1' -1. -0• N 0 0. 8 o c c 0 0 c 2' 3 '> Jao °•ate 0 13 a 0 1 E m 0 ` 6UOISIAOJ (n J 0 LOFT PLAN, *M OlE Pagre x11 a IPUIIN;734 4 W/ 2 -Tee AS OHM ER PER NAL DET!L 4 1 2470 itk 5147424 1*0 011 RAFTER 0.11MEDA 314 IA11D • • ONE_AMITIONAL ENDEPI ICE -NAL. ®t Gt'-aA THRU PURUN AT TRUSS /RAFTER ®S�(INATAWE 1 0B�¢E P�Sf;� /RICIFA CplIAIpC11pi� Y mar— USE TAINT AS PER DELL 12_13 OW REQUIEM UP 24 °MO FROM GRADE NO w GIRT DETAIL 1 -d' 24 I.. OR 30' OW. PER SECTION QED POST FOOi1iNG W/ PAD Zee PURIM AT 24• C.C. 1'-•' UP MOM MME EQUALLY Wx $IRO OM MAY e• USED ATM WADERS OBOIETIDR. 3-11k1 oo01'l.IIP POST /4 SHOWN 1 Loo'- 0*11300 Or LIP 'MUSSED OR RAPIERS (ITP.) SPLICE DETAIL •.E POST RAFTER CONNECTION • a0.Q 2-1Ie Zee T- r. 0.* Mx1W 11150.0. JJ 0.1$1• • s 1/4• 1014 NM. • 1 03. R-011 OILY MOUND AT 14'24014 0 titL4AIRT DETAIL ® E fpmPAP ST =NE c'" silt •E -CRIS ONLY EOM 1.) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2009 IBC (INTERNATIONAL BUILDING CODE). CONTRACTOR S RESPONSIBLE FOR ALL METHODS AND MEANS. 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2009 IBC INTERNATIONAL BUILDING CODE). AND ENGINEERING DESIGN D 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. LOADING: SNOW LOAD. 25 psi WINO LOAD. 85 MPH, EXPOSURE 8 SOIL BEARING; 2000 paf SEISMIC DESIGN CATEGORY• D WiTH Se - 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 114 x 1-1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH PURUN AND EACH RAKE BEAM AND /12 STITCH SCREWS AT 24" 0.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH 0 x 1 -1 /2" SELF TAPPING SCREWS AT 9" 0.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE. 5.) WMBER 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 N0.1 ROUGH SAWN & AS NOTED BLOCKING: HF STANDARD AND BETTER 6.) EMBEDDED STRUCTURAL POSTS SHAD. BE PRESERVATIVE TREATED SING TREATMENT FOR 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC48. ALL OTHER WMBER IN CONTACT WITH SOIL OR OR EXPOSED TO WEATHER SHALL BE L BEPRESERVATIVE R O BELOW GR DE SH SHALL BE HOT-DIPPED GALVANIZED. PRESERVATIVE TREATED 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.) (2500 pet USED FOR DESIGN, SPECIAL INSPECTION IS NOT IS F 3000 psi. FOR WEATHERING. 9.) BACKFiLL FOR EMBEDDED POSTS SHALL BE CLEAN SAND. COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN UFTS 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 AND SIDE-WALLS. SIDING SHAD. BE NAILED WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4" 0.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' 0.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 EQUIVALENT. o STRAP/POST CONNECTION (AT MIDLEVEL) REVIEWED FOR =CODE COMPLIANCE APPROVED JUL 0 6 2012 City of Tukwila BUILDING DIVISION .0 3 1 02 -01 -2013 JOSHUA YEATMAN 13957 56 PL S TUKWILA WA 98188 • ty of TukWi tL J th Haggerton,-MayOr epartment,of Community Development RE: Permit No. D12 -118 YEATMAN GARAGE 13957 56 PL S TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, 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 03/04/2013. 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 03/04/2013, 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, Bill Rambo Permit Technician File: Permit File No. D12 -118 6300 ,Southgenter Boulevard, Suite #,1 60 • 'Tukwila; Washington 98188 -4 Phon'e 20ti -=431 -3670 • P.:4 206- 431 -3665 ,%, • • ig► -ems w\ !-- + it cGt/ t� CU i ,� t,v�.� P ►. 4 , .• , .,� . '- 1i .• . ,_. A aY-�0n \ r. ,e frc s__- .")-i ,2-0 1 3 . avluel, --e' own.R r \ a b i eta. wve __ U l' @ v •i �' (ik '' 1 , h �ek'� ./ , . , ... Bill Rambo From: Sent: To: Subject: Hello Bill, Permits < permits @permabilt.com> Wednesday, January 23, 2013 11:53 AM Bill Rambo Request for removal of our co. as contractor and contact on this permit D12 -118 Would you please remove Town and Country from permit D12 -118 as the contractor and the contact both (Yeatman @ 13957 56th PI S, Tukwila, WA 98168). Thank you, Theresa Umbaugh Permitting permits @permabilt.com -7'u7n&- Cuuntm. Celebrating our 40th Year! 16521 Hwy 99, #C Lynnwood, WA 98037 Phone: 425 - 743 -1555 1 RECEIVED CITY OF TUKWILA JAN 2 3 2013 PERMIT CENTER • RECEIVED JAN 2 2 2013 I f January 8, 2013 Mr Josh Yeatman 13957 56`h PI 5 Tukwila, WA 98168 This document hereby releases Josh Yeatman from any contractual obligations, past, present or future, from contract with Town & Country Post Frame Buildings, division of Permabilt Industries, signed 5/16/12 and executed 5/24/12 This also releases Town & Country Post Frame Buildings, division of Permabilt Industries from any contractual obligations, past, present or future, from contract with Josh Yeatman executed 5/24/12 No additional monies are due from either party to the other Town & Country will be removed from permit as General Contractor and plans will be cancelled By signing below you agree to the above terms Josh Lan & Country Post Frame Buildings — Corporate Acceptance 46 ZG l 3 Date Date RECEIVED CITY OF TUKWILA JAN 2 3 2013 PERMIT CENTER 01 -02 -2013 City of .Tukwila Jirn•Haggerton; Mayor Department of Conzmunzty Development JackPace; Director BRYAN BORCHERS 16521 HIGHWAY 99, STE C LYNNWOOD WA 98037 RE: Permit No. D12 -118 YEATMAN GARAGE 13957 56 PL S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Intemational 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 02/04/2013. 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 02/04/2013, 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, Bill Rambo Permit Technician File: Permit File No. D12 -118 6300 Southceinter Boulevard Suite:. #.100 fiuk.-v— , Washington 98188 ••, Phone 20,64.3:1-,300 • Fax 206=:431 -3665 April 30, 2012 e City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bryan Borchers Town & Country Post Frame Buildings 16521 Highway 99, Ste C Lynnwood, WA 98037 RE: Correction Letter #1 Development Permit Application Number D12 -118 Yeatman Garage —13957 56 PI S Dear Mr. Borchers, 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 Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Please contact the individuals below if you have questions regarding their respective attached comments. Building Department: Allen Johannessen at 206 433 -7163 Planning Department: Jaimie Reavis at 206 431 -3659 Public Works Department: Joanna Spencer at 206 431 -2440 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, I can be reached at (206) 431 -3670. Sincerely, shall nician encl File No. D12 -118 W: \Permit Center \Correction Letters\2012 \D12 -I 18 Correction Letter #l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS April 27, 2012 Bryan Borchers, Town & Country Post Frame Bldgs. D12 -118 13957 65`h Place S (parcel #000280 -0011) Please review the following comments listed below and submit your revisions accordingly. 1) The maximum allowable floor area for a garage is 1,500 square feet, per TMC 18.10.030 (4). The proposed garage at 1,728 square feet exceeds the size limitation. Please revise plans and the design of the garage so that it does not exceed 1,500 square feet in floor area. If the garage will include a second story, please submit a floor plan for the second story. 2) The maximum area of this lot allowed to be improved with gravel, asphalt, or concrete for vehicle storage is 1,200 square feet. The combined square footage of parking areas on the lot is 1,205 square feet (including the 220 square foot parking space at the front of the lot adjacent to the single family home and the 985 parking area/vehicle access area proposed at the back of the lot adjacent to the new garage). Please revise plans to reduce the driveway and parking areas to meet the 1,200 square foot size limitation. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 17, 2012 PROJECT: Yeatman Garage 13957 56`h Place S PERMIT NO: D12 -118 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) A separate permit is required for demolition of the existing garage. Applicant shall also obtain demolition approval from Puget Sound Clean Air Agency. 2) Add a North arrow on your site plan. 3) It is unclear if the 220 square feet of parking on 56th Place South is existing or proposed. Please provide appropriate callout on your site plan. 4) Your site plan calls for Infiltration Trench per Detail C.2.2.A, however this detail was missing in your submittal. Specify size and pipe material of storm drainage system. 5) The residential access driveway shall be paved.. Specify driveway width on plan. Minimum width shall be 10 ft and the maximum 20 ft. 6) Submit construction cost estimate for site work associated with new garage construction (mobilization, erosion control, access, storm drainage, etc.) and fill out item #2 on page 1 of attached Bulletin A2. W:Other /Joanna /D12 -I 18.doc 10011111 COM COPY 411 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -118 DATE: 06 -12 -12 PROJECT NAME: YEATMAN GARAGE SITE ADDRESS: 13957 56 PL S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEIPAR,T��M( N�� .1� ttding� ivision r Pubic r s ityn Okk ('dk49-14.0- Fire Prevention Planning Division Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06-14-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route lYt Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -12 -12 Approved n Approved with Conditions lip Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 rikERMIT COOHD COP 1111c PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -118 PROJECT NAME: YEATMAN GARAGE SITE ADDRESS: 13957 ili9PL S DATE: 04/05/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENT Btiildin.' uvisio ublic ^orks Lkieti)-■ Fire" Prevention Planning givision Structural n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 04/10/12 Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ZI Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/08/12 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �n CORRECTION LETTER MAILED: O I " Departments issued corrections: Bldg qt Fire ❑ Ping PW' Staff Initials: Documents /routing slip.doc 02/29/12 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D12-118 ❑ 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: Yeatman Garage Project Address: 13957 56 PI S Contact Person: 1:512.Yd1J 1'.tacIA t.5 /c,, ii Summary of Revision: Qut L . I a w1....,. �5 II 104-toll �,i11_ I' a" A-Lo. 1 �u.l b L Lent r�t46.4 111 V Phone Number: 1115- 1413 - /533" 4es r, ivieru i Sur QrsCP InnAy1NI%wt. 4IIOwt1 Ly S �LQ �e vy�¢t t (- s. 1.4; re w►....�5 CITY OF TUKWII„A IJUN 12 20121 PERMIT CENTER 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi ion C Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (o \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prr, Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEN 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. City Lynnwood State WA Zip 980373199 County Snohomish Business Type Corporation Parent Company PERMA BILT IND INC License Type Construction Contractor Effective Date 6/30/1991 Expiration Date 6/30/2013 Suspend Date Specialty 1 General Specialty 2 Unused - - - - -- -- - - - - - — - - - -- Type Specialty 1 Specialty 2 Effective Date Expiration Date Status Licepetr- 24/2005 3/3/2009 Bond CWP2698772 $12,000.00 5/24/2005 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount . Received Date 28 Ohio Security Ins Co BKA1254953403 08/15/2012 08/15/2013 $1,000,000.0007 /30/2012 27 IOnsiCoecurity 54463872BKA1Q308/15/2011 08/15/2012 $1,000,000.0008 /12/2011 26 Continental Western Ins Co CWP2698772 08/15/2010 08/15/2011 $1,000,000.00 08/10/2010 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 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/31/2012