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Permit D08-405 - JACKSON DEAN CONSTRUCTION - STOREFRONT
JACKSON D08 -405 EAN 3414 S 116 ST Parcel No.: 1023049012 Address: 3414 S 116 ST TUKW Suite No: CitAbf Tukwila Tenant: Name: JACKSON DEAN CONSTRUCTION Address: 3414 S 116 ST , TUKWILA WA Owner: Name: SORRENTO PARTNERS LLC Address: 3414 S 116TH ST , TUKWILA WA 98168 Phone: Contact Person: Name: RUBEN SCHERLE Address: 3414 S 116 ST , TUKVVILA WA 98168 Phone: 206 832 -2973 Contractor: Name: JACKSON DEAN CONSTRUCTION Address: 3414 S 116 ST , SEATTLE WA 98168 Phone: 425 378 -2031 Contractor License No: JACKSDC962QR doc: IBC -10/06 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 DEVELOPMENT PERMIT Permit Number: D08 - 405 Issue Date: 09/15/2008 Permit Expires On: 03/14/2009 Expiration Date: 12/31/2008 DESCRIPTION OF WORK: ADD 16' X 50' STEEL FRAMED DECK TO FRONT OF (E) FACILITY, REMOVE (2) EXISTING 5' X 5' ALUMINUM STORE FRONT WINDOWS AND PRECAST WALL, INSTALL (2) 3' X 8' ALUMINUM STORE DOORS WITH 2' X 8' SIDE LITE. ADD 8' X 50' CANOPY. Value of Construction: $29,528.00 Fees Collected: $940.05 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 26 * *continued on next page ** D08 -405 Printed: 09 -15 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City Tukwila e 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 Permit Number: D08 -405 Issue Date: 09/15/2008 Permit Expires On: 03/14/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End 'rime: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: governing this work will be complied The granting of construction o Signature: doc: IBC -10/06 N I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. Date: (Ave 't does not pres — e to give authority to violate or cancel the provisions of any other state or local laws regulating once of work. I am authorized to sign and obtain this development permit. Date: q ^(S ( Print Name: S / 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. D08 - 405 Printed: 09 -15 -2008 Parcel No.: 1023049012 Address: Suite No: Tenant: 3414 S 116 ST TUKW 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 JACKSON DEAN CONSTRUCTION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 6: All wood to remain in placed concrete shall be treated wood. 13: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. D08 -405 ISSUED 08/19/2008 09/15/2008 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. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)(EXTEND SPRINKLER PROTECTION TO BENEATH THE doc: Cond -10/06 008 -405 Printed: 09 -15 -2008 DECK.) 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 16: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 20: ** *PLANNING DEPARTMENT CONDMONS * ** 21: Any landscaping moved or damaged during construction shall be replaced. Any change to the landscaping plan that was approved with the Design Review (file #L94 -0017) as a result of this project will require coordination with Tukwila staff to determine an appropriate replacement location on the site. doc: Cond -10/06 * *continued on next page ** D08 -405 Printed: 09 -15 -2008 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: doc: Cond - 10!06 D08 - 405 Date: l S" n � ordinances governing or local laws regulating Printed: 09 -15 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup..,//www.ci.tukwila.mr.try Tenant Name: Jackson Dean Construction Property Owners Name: Sorrento Partners LLC Mailing Address: 3414 South 116th Street Name: Ruben Scherle Mailing Address: 3414 South 116th Street E -Mail Address: rubens@jacksondean.com Company Name: Jackson Dean Construction Mailing Address: 3414 South 116th Street Contact Person: Ruben Scherle E -Mail Address: rubens@jacksondean.com Contractor Registration Number: JACKSDC962QR Company Name: Engineers Northwest Inc. Mailing Address: 6869 Woodlawn Ave NE Contact Person: Robert Raichle E -Mail Address: bobr @enwseattle.com Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Applicatinn.dnc Revised: 9 -2006 bh Building Permit No. - PD4 '�o� Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 1023049012 3414 South 116th Street Site Address: Suite Number: Floor: Tukwila City Tukwila New Tenant: ❑ Yes ©..No WA State 98168 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 206- 832 -2973 Tukwila WA City State Fax Number: 206 - 832 -3473 WA 98168 Zin GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 98168 City State Zip Day Telephone: 206 - 832 -2973 or 425 - 766 -8361 Fax Number: 206- 832 -3473 Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Seattle WA Day Telephone: 206- 525 -7560 Fax Number: 206- 522 -6698 98115 7;n Page 1 of 6 - BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ $9850 Existing Building Valuation: $ 3,349,000 Scope of Work (please provide detailed information):__ _ _ Add 16'x50' steel framed deck to front of (E) facility, remove two existing 5'x5' aluminum store front windows and precast wall, install (2) 3'x8' aluminum store doors with 2`x8'- side _lite. Add 8'x50' canopy Will there be new rack storage? ® Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) • *For an Accessory dwelling, provide the following: Lot Area (sq ft): 74,971 Floo area of principal dwelling: 21755 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: 31 Compact: 10 Handicap: 2 Will there be a change in use? Q:\Applications\Forns- Applications On Line\ -2006 = Permit Application.doc Revised: 9 -2006 bh ❑ Yes O...... 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 10 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I1 " 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor 21,755 V -N B & S -1 22 Floor 8830 • V - B & S - 1 3i Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 800 V -N B - BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ $9850 Existing Building Valuation: $ 3,349,000 Scope of Work (please provide detailed information):__ _ _ Add 16'x50' steel framed deck to front of (E) facility, remove two existing 5'x5' aluminum store front windows and precast wall, install (2) 3'x8' aluminum store doors with 2`x8'- side _lite. Add 8'x50' canopy Will there be new rack storage? ® Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) • *For an Accessory dwelling, provide the following: Lot Area (sq ft): 74,971 Floo area of principal dwelling: 21755 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: 31 Compact: 10 Handicap: 2 Will there be a change in use? Q:\Applications\Forns- Applications On Line\ -2006 = Permit Application.doc Revised: 9 -2006 bh ❑ Yes O...... 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 10 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I1 " 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. Page 2 of 6 Signature: PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 Pcrmit 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 OWNER OR AUT ;' I t AGENT: d Date: 8 -19 -08 Print Name: Day Telephone: 206-832-2900 Miles Jack Mailing Ad i - 414 South 116th Street Tukwila City Date Application Accepted: Mil I'm Q:xApplications\Forns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh WA State Date Application Expires: 024 t 1 Staff Initials: 98168 Zip Page 6 of 6 Parcel No.: 1023049012 Address: 3414 S 116 ST TUKW Suite No: Applicant: JACKSON DEAN CONSTRUCTION Receipt No.: R08 -03646 Initials: WER User ID: 1655 Payee: doc: Receipt -06 JACKSON DEAN TRANSACTION LIST: Type Method Payment Check 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 Descriptio 77454 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 10/29/2008 03:24 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -405 ISSUED 08/19/2008 09/15/2008 Printed: 10 -29 -2008 Receipt No.: R08 -03145 Payee: JACKSON DEAN ACCOUNT ITEM LIST: Description rdnr:: Rar.Aint -0R BUILDING - NONRES STATE BUILDING SURCHARGE • 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.: 1023049012 Permit Number: D08 -405 Address: 3414 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 08/19/2008 Applicant: JACKSON DEAN CONSTRUCTION Issue Date: Initials: WER Payment Date: 09/05/2008 10:02 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 76943 503.90 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Payment Amount: $503.90 499.40 4.50 Total: $503.90 A961 09/05 9707 TOTAL. 50-90 PrintM OQ -05 -7008 Receipt No.: R08 -02989 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http. / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049012 Permit Number: D08 -405 Address: 3414 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 08/19/2008 Applicant: JACKSON DEAN CONSTRUCTION Issue Date: Initials: JEM Payment Date: 08/19/2008 11:26 AM User ID: 1165 Balance: $503.90 Payee: JACKSON DEAN CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 76711 436.15 Account Code Current Pmts 000/322.100 67.60 000/345.830 368.55 Total: $436.15 Payment Amount: $436.15 6306 08/19 0710 TOTAL 436.15 doc: Receiot -06 Printed: 08 -19 -2008 Pro'e 1 c�— pi a cns, a0..4, Type of Inspe / 742, ,., / ` Address: Date Called: Special Instru lions: Date Wanted: 3/ � �� a.m. . � C- _ Requester: Phone No: .46295WaH 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- COMMENTS: ( Date %, — ?44 proved per applicable codes. 0 Corrections required prior to approval. ❑ $60.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: I f , Project: 3A k.30^ Dew Cyr Type of Inspection: L.� a ,s c..•r,� e f . Aet f Date Called: ^ I 4,'A /- Address: /� C a f A 3 ( 1 5.,,P-6k - Special Instructions: Date Wanted: /U - 3 v -vS a.m. Requester: Phone No: -42s 7( 7 • . Ins tor: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: ,0a8 - 4 0 5 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. OMMENTS: / 0-3 t - °t_ $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: .CO MENTS: /5i5J c & 7� Si e-c--o T.. 4 / W! K,11" of i Jk- i' l 4 Date Called: 1 1> -0uLf u&Y ( 0 D I\ ) 7---- . l --fie t ,).4 . ). e , I A ,0 Di J v 1 Requester: ) , I VIA- A-4- vs S ✓1 iI V edd c va Ci _T 7 0 %.: i i N Proje /le it S" 3 qAJ Type of Inspection: I t AAA t Address: . 14 1 L I 5 1 ' p 5 - 1 --- Date Called: Special Instructions: Date Wanted: _ ca..- ""1 "? 5-08 Tm. Requester: Phone No: - 4 2 7 106 — 7. 3 L- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. R- (206)431-36 Approved per applicable codes. orrections required prior to approval. Inspect r: Date:( S - ❑ $60.00 REINSPECTION FEE ' WIRED. ri to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 12/03/2008 TUE 8:27 FAX 206 832 3400 JACKSON DEAN CONST 2001 /003 TO: Alan Johannessen & or Carol Lumb COMPANY: City of Tukwilla FROM: Ruben Scherle SUBJECT: Jackson_Dean Deck Addition FAX #: (206) 431 -3665 # PAGES: Two (02) DATE: December 9. 2008 Dear Alan and Carol: Permit #D08 -405 This project was finaled but I received a final report yesterday on the special inspections (even though we called them twice two months ago and asked them to send it). I am forwarding a copy as they appeared to have CC'd the City of Seattle instead of Tukwila. T appreciate both your assistance on this project and look forward to working with you again. Happy Holidays from all of us at Jackson Dean Construction. Sincerely, JAC • DEAN CONSTRUCTION Ruben Scheele, PM • CC: D- 09405 Pcrmit File DV- ACKSOND CONSTRUCTION DEANc Project: Project No.: 08 -0048 Arch. Project No.: FAX TRANSMITTAL 12/0x/2008 TUE 8:27 FAX 206 832 3400 JACKSON DEAN CONST g002/003 KraZarl & ASSOCIATES, INC. OEOTECHNICAL ENGINEERING • ENVIRONMeNTAL F.. NOINE:F:RINO CONSTRUCTION TESTING & INSPECTION December 2, 2008 KA No. 066 -08277 Permit No. D08 -405 Mr. Rubin Scherle Jackson Dean Construction 3414 South 116th Street Seattle, WA 98168 • RE: Special Inspection Jackson Dean Office Front Seattle, WA Dear Mr. Scherle, Tn accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by nur inspectors on September 23, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily Feld reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, 1 C aunuel H. Hyatt Project Manager Puyallup Division CC: City of Seattle Offices Serving The Western United States DEC CE 922 Valley Avenue NW Suite 101 • Puyallup, Washington 913371 • (253) 939 -2500 • Pax: (253) 939 -2556 martini. Tcwp4dc { 12JG /2008 TUE 8:27 FAX 206 832 3400 JACKSON DEAN CONST OM /P4 K raz an & Associates, GEOTECMNIC u ENGINf{WNC) ENr hoNmeN I AI ENGINCCAING CONSTRUCTION TESTING ANO INSPECTION DATE: PROJECT*: Cam( - C5 77' PROJECT:rai rflfsLsi���1& � eI_ LOCATION: / "a7; KRAZAN PROJECT MANAGER: F CAL Inc. CONTRACTOR :00aikradtt2 SnI q-‘ JURISDICTION: ; fl t.lroict Ga 11.1'R r PERMIT #:o yC°DS— / INSPECTO 046u E F -ert. WEATHER: o Cc.i .rrAJV TEMP: /, 7 ° Z003/003 FIELD REPORT NO: 816 31 .m-'J- .a 741P.e a- / lira / r- e?f/ 0 rrron 1 .d Y'' G'tsvGC -i.r sw fg ,-'e odetr a 730Gr,S 2P..Gi4 4ii.D .A1ele. D Psi t r .f4-4 O _ro.. 0 0~ .eit Pe ~1 ,, to cs , : ,�. S"'r - Crf� c t -r .4.4-arc op -77 R v /'ai c0 /,-'' r -+eta Aar eaCeei•l m. # C ( °'� 0ar4f;' a .uo.�� „.� .cam, .r® ”' .F...4 d si-re•.r _,_ zr 7'4 ..T).9-42~ OFfirol A7At4 iJ /,cm.e.0 Superintendent /Reotesentotive: 1 ( Pent RrW+,I (h$ • ' age. OA. .t.tt 4,4e7-.4 c i.a.vAL- -40. f Rz P— e t", 4 rei-a rx.r,, 6e- 7 C''' '//i' t'd r lr� ✓1�n111LfG'rtsT Techni Serving the Western United States Equipment/Asset Number(s): to the best of my IcnowledCe. the obo tNAS WAS NOT r. erformed in occordonce with the aooroved otor . scecificotiorb. and re uIoIory rec uiremenls, kevtilon CCecG+•a Rau: :12510: 'Itte inriw'nWllnn panntiett 111 Inli retina IS prepared nu .1e exehran use or citent. TUs nmr :nay not ne 7eorUuceU In any !brut iettnout tie written rnnmistuil ur tilG n,:./A.1 .4 4i.W .:.:anR. BOWLES' COMMON PERIWINKLE - Vinca minor 'Bowles' (V. m. 'La Grave') Page 1 of 2 . s�MoNRoVIA FELE COp BOWLES' COMMON PERIWINKLE Vinca minor 'Bowles' (V. m. 'La Grave') HORTICULTURAL CRAPTSMEN'SINCE I926 Plant Benefits Performance and Requirements Watering Needs: Needs wet or constantly moist soil Growth Habit: Clumping l Design Information • Companion Plants • Common Name: BOWLES' COMMON PERIWINKLE • Botanical Name: Vinca minor 'Bowles' (V. m. 'La Grave') • Key Feature: Cottage Garden Plant • Plant type: Perennials • Cold Hardiness Zone: 4 -9 • Heat Tolerance: >120 to 150 days • Mature size: Fast, vine -like growth, only inches high, spread indefinite. • Growth Habit: Clumping • Flower Color: Blue • Blooms: Spring flowering. • Foliage Color: Green V rUK • Item # 7613 • �O ��� p�iiC.� vED CODE PIPPO OCI 2 g 2©OS City pf TukWil I ON BOILDItiG p" w One of the best ground covers for shade, displaying violet blue flowers against small glossy green leaves. A clumping habit to this evergreen perennial. Good for use in firescaping. CIno NSLA OCT 21 2008 PERMIT CEO CORRECTION REVSIO 1,0$ y 05 http: / /www.monrovia.com/print page.php 10/24/2008 VARIEGATED GOLD DUST PLANT - Aucuba japonica 'Variegata' Page 1 of 1 2M0NR0VIA HORTICULTURAL CRAFTSMEN SINCE 1926 VARIEGATED GOLD DUST PLANT Aucuba japonica 'Variegata' Plant Benefits Performance and Requirements Light needs: Partial to full shade Watering Needs: Needs regular watering - weekly, or more often in extreme heat Growth Habit: Round Care Information • Common Name: VARIEGATED GOLD DUST PLANT • Botanical Name: Aucuba japonica 'Variegata' • Key Feature: Shade Loving • Cold Hardiness Zone: 6- 10 • Heat Tolerance: >150 to 180 days • Sunset Climate Zone: 4- 24, 28 -33 • Mature size: Slow grower to 4 to 6 ft. tall and as wide. • Growth Habit: Round • Flower Color: Purple • Blooms: Insignificant flowers in summer • Item # 375 Striking gold variegated shrub for shade gardens. Beautiful bright green foliage is so heavily speckled with gold it projects an overall yellow -green appearance. Excellent background for contrasting foliage plants. Evergreen shrub. Follow a regular watering schedule during the first growing season to establish a deep, extensive root system. Watering can be reduced after establishment. Feed with a general purpose fertilizer before new growth begins in spring. This page is located at: http: //www.monrovia.com /earn /plant catalog /detail.php ?item_number =375 http: / /www.monrovia.com/print page.php 10/24/2008 jdc deck outside corner conc pads Footing Design [ 2006 International Building Code (05 NDS) ] Ver: 7.01.14 By: Ruben Scherle , Drafting and Design on: 08 -04 -2008 : 12:56:03 AM Project: Jackson Dean construction - Location: jdc Entry Deck concrete center pad 2008 Summary: Footing Size: 4.0 FT x 4.0 FT x 18.00 IN Reinforcement: #5 Bars @ 8.00 IN. o.C. E/W / (6) min. Footing Loads: Live Load: 15852 LB Dead Load: 1920 LB Total Load: 17772 L Permit No Ultimate Factored Load: 27667 L o CORRECTION Page 1 PL= PD= PT= Pu= Footing Properties: Allowable soil Bearing Pressure: Concrete Compressive strength: Reinforcing Steel Yield strength: Concrete Reinforcement Cover: Footing Size: Width: W= 4.0 FT Length: L= 4.0 FT Depth: Depth= 18.00 IN Effective Depth to Top Layer of steel: d= 14.06 IN Column and Baseplate size: Column Type: (Steel) Column width: m= 6.00 IN Column Depth: n= 6.00 IN Baseplate width: bsw= 12.00 IN Baseplate Length: bsl= 12.00 IN Bearing calculations: Ultimate Bearing Pressure: Qu= 1111 PS Effective Allowable Soil Bearing Pressure: Qe= 1275 Ps Required Footing Area: Areq= 13.94 SF Area Provided: A= 16.0 SF Baseplate Bearing: Bearing Required: Bearing= 27667 LB Allowable Bearing: Bearing - Allow= 428400 LB Beam shear calculations (One way shear): Beam Shear: Vul= 3134 LB Allowable Beam shear: vcl= 57375 LB Punching shear Calculations (Two way shear): critical Perimeter: Bo= 92.25 IN Punching shear: Vu2= 21280 LB Allowable Punching Shear ACI 11 -35): vc2 -a= 330803 LB Allowable Punching Shear (AC 11 -36): vc2 -b= 446449 LB Allowable Punching shear (ACI11 -37): vc2 -c= 220535 LB Controlling Allowable Punching shear: vc2= 220535 LB Bending calculations: Factored Moment: Mu= 109588 IN -LB Nominal Moment Strength: Mn= 907527 IN -LB Reinforcement calculations: Concrete Compressive Block Depth: a= 0.72 IN Steel Required Based on Moment: As(1)= 0.22 IN2 Minimum code Required Reinforcement (Shrinkage /Temperature ACI- 10.5.4):As(2)= 1.731N2 Controlling Reinforcing Steel: As -reqd= 1.73 1N2 Selected Reinforcement: #5 Bars @ 8.00 IN. O.C. E/W / (6) Min. Reinforcement Area Provided: As= 1.84 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld -sup = 16.50 IN Qs= F' c= Fy= c= DO 8 - FILE COPY 15(0,. PSF 2500 40000 PSI 3.00 IN 0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2008 a/ Of Tukwila BUILDING DIVISION RECEIVED . SEP 03 PERMIT CENTER Alf; MC entry deck center conc pad Footing Design 1 2006 International Building Code (05 NDS) ] Ver: 7.01.14 By: Ruben Scher le , Drafting and Design on: 08 -04 -2008 : 12:51:03 AM Project: 3ackson Dean Construction - Location: Entry Deck 2008 Summary: Footing Size: 4.5 FT x 6.5 FT x 18.00 IN Reinforcement in Long Direction: #5 Bars @ 7.00 IN. O.C. / (7) min. Reinforcement in Short Direction: #5 Bars @ 6.00 IN. O.C. / (13) min. Footing Loads: Live Load: PL= 31704 LB Dead Load: PD= 3840 LB Total Load: PT= 35544 LB ultimate Factored Load: Pu= 55334 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive strength: F'c= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: w= 4.5 FT Length: L= 6.5 FT Depth: Depth= 18.00 IN Effective Depth to Top Layer of Steel: d= 14.06 IN Column and Baseplate Size: Column e- Column width: m= (Steel) 6.00 IN Column Depth: n= 6.00 IN Baseplate width: bsw= 12.00 IN Baseplate Length: bsl= 12.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1215 PSF Effective Allowable Soil Bearing Pressure: Qe= 1275 PSF Required Footing Area: Areq= 27.88 SF Area Provided: A= 29.25 SF Baseplate Bearing: Bearing Required: Bearing= 55334 LB Allowable Bearing: Bearing - Allow= 428400 LB Beam Shear Calculations (one way Shear): Beam Shear: Vul= 14499 LB Allowable Beam Shear: vcl= 64547 LB Punching shear Calculations (Two way shear): Critical Perimeter: Bo= 92.25 IN Punching Shear: Vu2= 48347 LB Allowable Punching Shear (ACI 11 -35): vc2 -a= 330803 LB Allowable Punching Shear (ACI 11 -36): vc2 -b= 446449 LB Allowable Punching shear (ACI 11 -37): vc2 -c= 220535 LB Controlling Allowable Punching Shear: vc2= 220535 LB Bending Calculations (Long Direction): Factored Moment: Mu -long= 422191 IN -LB Nominal Moment strength: Mn -long= 1057749 IN -LB Reinforcement Calculations (Long Direction): Concrete Compressive Block Depth: a -long= 0.75 IN Steel Required Based on Moment: As(1) -long= 0.84 IN2 Minimum Code Required Reinforcement:As(2) -long= 1.94 IN2 controlling Reinforcing Steel (Shrinkage /Temperature ACI- 10.5.4):As -reqd- long= 1.94IN2 Selected Reinforcement: #5 Bars @ 7.00 IN. o.C. / (7) Min. Reinforcement Area Provided: As -long= 2.15 IN2 Development Length Calculations (Long Direction): Development Length Required: Ld -long= 15.00 IN Development Length Provided: Ld -prov -long= 31.50 IN Bending Calculations (Short Direction): Factored Moment: Mu- short= 259380 IN -LB Nominal Moment Strength: Mn- short= 1949051 IN -LB Page 1 ]DC entry deck center conc pad Reinforcement calculations (Short Direction): concrete Compressive Block Depth: a- short= 0.96 IN Steel Required Based on Moment: As(1)- short= 0.51 IN2 Minimum Code Required Reinforcement (Shrink. /Temp. ACI- 10.5.4) :As(2) - short= 2.81IN2 controlling Reinforcing Steel: As -reqd- short= 2.81 IN2 selected Reinforcement: #5 Bars @ 6.00 IN. O.C. / ( 13) Min. Reinforcement Area Provided (Total): As- short= 3.99 IN2 Development Length Calculations (Short Direction): Development Length Required: Ld- short= 15.00 IN Development Length Provided: Ld -prov- short= 19.50 IN Page 2 jdc deck center post I= 484.00 IN4Column[ AISC 9th Ed ASD ] Ver: 7.01.14 By: Ruben Scherle , Drafting and Design on: 08 -04 -2008 : 1:15:45 PM Project: JACKSON DEAN CONSTRUCTION - Location: Entry deck center column Summary: HSS 6 x 6 x 1/4 x 10.0 FT /ASTM A500- GR.B -46 Section Adequate By: 13.0% Vertical Reactions: Live: Vert -LL -Rxn= 31704 LB Dead: Vert -DL -Rxn= 4018 LB Total: Vert -TL -Rxn= 35722 LB Horizontal Reactions: Total Reaction at Top of Column (Lateral Loads Only): TL- Rxn - Top= 7405LB Total Reaction at Bottom of Column (Lateral Loads Only): TL -Rxn- Bottom= 7405LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.40 IN = L/299 Column Data: Length: L= 10.0 FT Maximum Unbraced Length (X -X Axis): Lx= 10.0 FT Maximum Unbraced Length (Y -Y Axis): Ly= 10.0 FT Column End condition: K= 1.0 Column Bending Coefficient: Cm= 1.0 Properties for:HSS 6 x 6 x 1/4/A500- GR.B -46 steel Yield strength: Fy= 46 KSI Modulus of Elasticity: E= 29000 KSI Column Section: (X -X Axis): dx= 6.00 IN Column Section: (Y -Y Axis): dy= 6.00 IN Column Wall Thickness: t= 0.233 IN Area: A= 5.24 IN2 Moment of Inertia (X -X Axis): Ix= 28.60 IN4 Moment of Inertia (Y -Y Axis): Iy= 28.60 IN4 Section Modulus (X -X Axis): Sx= 9.54 IN3 Section Modulus ( - Axis): Sy= 9.54 IN3 Radius of Gyration (X -X Axis): rx= 2.34 IN Radius of Gyration (Y -Y Axis): ry= 2.34 IN column Compression Calculations: KL /r Ratio (X -X Axis): KLx /rx= 51.3 KL /r Ratio (Y -Y Axis): KLy /ry= 51.3 Controlling Direction for Compression Calculations:(Y -Y Axis) Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 22519 PSI Compressive Stress: fa= 5305 PSI Column Bending Calculations: Controlling Load Case: Axial Total Load and Lateral Loads (D +.0.75[L + w]) Eccentricity Moment (X - Axis): Mx - ex= 0 FT -LB Eccentricity Moment (Y -Y Axis): My -ey= 0 FT -LB Lateral Load Moment Including Eccentricity (X - Axis): Mx- Lat= 13884FT -LB Bending Stress (x -X Axis): fbx= 17465 PSI Bending Stress (Y -Y Axis): fby= 0 PSI Flange Buckling Ratio: FBR= 25.75 Allowable Flange Buckling Ratio: AFBR= 28.01 Allowable Bending Stress: Fbx =Fby= 30 KSI combined stress Calculations: Euler's Stress (X -X Axis): Fex'= 56783 PSI Euler's Stress (Y -Y Axis): Fey'= 56783 PSI Using AISC Formula H1 -1: CSF(1)= 0.87 Using AISC Formula H1 -2: CSF(2)= 0.77 Using AISC Formula H1 -3: CSF(3)= 0.81 Controlling Combined Stress Factor: CSF(1) Controls : 0.87 Page 1 jdc deck wide flange I= 484.00 IN4Multi- Loaded Beam[ AISC 9th Ed ASD ] Ver: 7.01.14 By: Ruben Scherle , Drafting and Design on: 08 -04 -2008 : 1:10:27 PM Project: JACKSON DEAN CONSTRUCTION - Location: Wide Flange Beam summary: A992 -50 w14x48 x 50.0 FT (25 + 25) Section Adequate By: 7.6% Controlling Factor: Moment of Inertia Left span Deflections: Dead Load: DLD -Left= -0.02 IN Live Load: LLD -Left= -0.25 IN = L/1178 Total Load: TLD -Left= -0.28 IN = L /1091 Center span Deflections: Dead Load: DLD- Center= 0.08 IN Live Load: LLD - Center= 0.58 IN = L/516 Total Load: TLD- Center= 0.66 IN = L/452 Left End Reactions (support A): Live Load: LL- Rxn -A= 0 LB Dead Load: DL- Rxn -A= 200 LB Total Load: TL- Rxn -A= 200 LB Design For uplift Loads (Includes uplift Factor of Safety)Rxn -A- min=- 1931LB Bearing Length Required (Beam only, support capacity not checked):BL- A= 1.19IN Center span Left End Reactions (support B): Live Load: LL- Rxn -B= 20641 LB Dead Load: DL- Rxn -B= 4000 LB Total Load: TL- Rxn -B= 24641 LB Bearing Length Required (Beam only, support capacity not checked):BL- B= 1.191N Center span Right End Reactions (Support C): Live Load: LL- Rxn -C= 14448 LB Dead Load: DL- Rxn -C= 2200 LB Total Load: TL- Rxn -C= 16648 LB Bearing Length Required (Beam only, support capacity not checked):BL-C=1.19IN Dead Load uplift F.S.: FS= 1.5 Properties for: W14x48/A992 -50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.80 IN web Thickness: tw= 0.34 IN Flange Width: bf= 8.03 IN Flange Thickness: tf= 0.60 IN Distance to web Toe of Fillet: k= 1.19 IN Moment of Inertia About X -X Axis: Ix= 484.00 IN4 section Modulus About X -X Axis: sx= 70.20 IN3 Radius of Gyration of Compression Flange + 1/3 of Web:rt= 2.16IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.75 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 40.59 Allowable web Buckling Ratio: AWBR= 90.51 Controlling unbraced Length: Lb= 25.0 FT Limiting unbraced Length for Fb= .66 *Fy: Lc= 7.19 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb:Lu= 11.54 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1 -6: F1 -6= 1.87 KSI Allowable fb per ASD Eqn F1 -7: F1 -7= 8.83 K5I Allowable fb per ASD Eqn F1 -8: F1 -8= 13.85 KSI Elastic Limit of ASD Eqn F1 -6: EL1 -6= 18.2 FT Allowable Bending stress: Fb= 13.85 KSI web Height to Thickness Ratio: h /tw= 37.09 Limiting Web Height to Thickness Ratio for Fv= .4 *Fy:h /tw- Limit =53.74 Allowable shear stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= -61602 FT -LB Over right support of span 1 (Left span) Page 1 jdc deck wide flange Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Nominal Moment strength: Mr= 81016 FT -LB Controlling Shear: V= 21577 LB At left support of span 3 (Right Span) critical shear created by combining all dead loads and live loads on span(s) 1, 2 Nominal shear strength: Vr= 93840 LB Moment of Inertia (Deflection): Ireq= 450.02 IN4 Page 2 Member f 15 psf 'Dead Load and 1 Live Load Deflection Lr360 psf Live Load Live Load Deflection L/480 1 II ' II Live Load II 1 II I I Live Load Deflection 11480 Single Span Spacing ON o.c. Two Equal Spans Spacing (in) o.c. Two Equal Spans Spacing (In) o.c. Single Span Spacing (in) o.c. Two Equal Spans Spacing (In) o.c. Two Equal Spans Spacing (in) o.c. 12 16 24 12 16 24 12 16 . 24 12 16 24 600516233 T 4' e 6' 4' e 4' 4' a 6' 1' a 4' 11' a 3' 5' . a T 4' a 6 4' e 4' 4' a 61" a 4' 11' a 3' 5' a 600S20033 7' 7' e 6' 6' a 4' 4' e 6' 3' a 5' 0' a 3' 5' a 7' T e 6' 6' e 4' 4' e 6' 3' a 5' IT a 3' 5' a 600616243 8' 10' e 7' 8' e 6' 3' e 8' 10' a 7' 8' a 5 11' a 8' 5" a 7'8' a 6 3' a 8' 10' a 7' 8' a 5'11' a 6033200-43 9' 0' e T 10' a 6 4' a 9' 0' a T 10' a 6' 0' a 8' 10' e 7' 10' a 6' 4' a 9' 0' a T 10' a 6' 0' a 6005162 -54 10' 0' 9' 1' a T 11' e 11' 2' I 9' 11' i 8' 1' i 9 1' 8 3' a 7 2' e 10' 2' i 9' 3' i 8' 1' i 6005200.54 10' 6' 8' 6 e 8'4' e 11' 9' I 10' 4' i 8' 5' a 9' 6' 8' 8' e T 6' e 10' 8' i 9 8' I 8' 5" a 6005162-68 10' 8' 9' 8' 8' 6' e 17 0' i 10' 11' I 9' 6' i 9 8' 8' 10' 7' 8' 10'11' i 9'11' i 8' 8' i 6003200-68 11' 3' 10' 2' 8' 11' a 17 7" i 11' 6' I 10' 0' i 10' 2' 9' 3' 8' 1' 11' 6' i 10' 5' i 9' T i 800516233 6 5' a 4' 10' a 3' 2' a 5 2' a 3' 10' a 2' T a 6' 5' a 4' 10' e 3' 2' e 5' 2' a 3' 10" a 2 7' a 800520033 6' 5' a 4' 10' a 3 2' a 5 2' a 3' 10' a 7 T a 8' 5" e 4' 10' a 2 2' e 5' 2' a 3' 10' a 7 7" a 8003162.43 10 5' a 9' 0• e T 2' a 9' 4' a T 7' a 5' 6' a 19 5' e 9 0' e T 2' a 9' 4' a T T a 5' 6' a 8005200.43 11' 0' a 9' 6' e T 2' e 9' 8' a 7 9' a 5' 7' a 11'0' e 9' 6 a 7 2' e 9' B' a 7 9' a 5' T a 8005250-43 11'1" e 9 7' a T 2' a 617 a T 9' a 5' 8' a 11'1" a 9' 7' a 7' 2' a 9' 8' a T 9' a 5' 7 a 8005162 -54 12' T e 11' 5' e 9 11' e 14' 1' I 12' 1' a 9' 1' a 11' 5' e 10' 4' a 9' 1" a 17 10' I 11'8' a 9' 1' a 8009200.54 13 7 a 11' 11' e 10' 3' e 14' 5' i 17 4' a 97 a 11'11' a 10'10' a 9' 6' a 13' 5' i 12' 2' a 9 3' a 8005250-54 13' 8' 8 17 5' e 10' 5' e 14' B' I 17 5' a 9 4' a 12' 6' e 11' 3' a 9 10' a 13' 11' I 17 5' a 9' 4' a 8003162-68 13 6' 17 3' a 10' 8' a 15 7 i 13' 9' i 11' 10' I 12' 3' 11' 7 C9' a 179' i 176' i 1011' i 8005200-68 14' 7 1710• e 11' 7 a 15 10' I 14' 5' I 12' 5' a 1717 11' 8' a 167 a 14' 5' I 171' I 11'7 I 8005250 -68 14' 9' _ 13' 5' a 11' 8' a 16' T I 14' 7' I 11' 11' I 13' 5' 12 2" a 10' 8' a 15' 1' I 13'8' I 11' 11' I 1000516243 11'5' e 8' 7' e 5' 8' a 8' 8' a S 10' a 4' 6' a 11' 5' e 8' 7' a 5' 8' a 8' 8' a 6' 10' a 4' 6' a 1000520043 11' S' a 8' T a 5'17 e IT 11' a 6 10' a 4' 6' a 11' 5' e 8' T e 5' 8' a 911' a 6' 10' a 4' 6' a 10006250-43 11' ' e 8' T a 56 a 811" a 610' a CV a 11' 5' e 8' 7' a 5' 8' a 8 11' a 6' 10' a 4' 6' a 10009162-54 15'1' a 13' 6• e 11' 0' a 14' 4' a 11' 7' a 66 a 13'9' a 176" a 1011' a 14'4' a 11'7' a 8' 6" a 10005200-54 15'9' e 1310' a 11'4" a 14'7' a 11'9' a 8'7' a 14'4' a . 13'0' a 11'4' e 14'7' a 11'9' a 8'T a 1000525034 16"4" a 14'2' e 11'4' a 14'9' a 11' 11' a 8' 8' a 14' 11' a 136' a 11' 4' a 14' 9' a 11' 11' a 8' 8' a 10005162.68 16' 3' a 14' 9' e 1710' a 18' 3' I 16 7 I 13' 1" a 14' 9' a 13' 5' a 11' 8' a 16' T i 15' 0' I 13'1' a - 10005200-68 16 11' a 15' 5' a 13 5' a 18' 0" i 17 1' a 136' a 15 5' e 14' 0' e 17 7 e 173' i 15 B' i 13 6' a 1000S250.68 1T 7' a 16' 0' a 13' 9' e 19' 6' i 16' 10' i 13 5' a 16' 0' a 14' 6' a 12' 8' a 18' 0' I 16 4' I 13 5' a 1200516234 16 11' a 14' 1' e 9 S' e 13' 8' a 10 11' a T 6' a 12'0' e 14' t' e 9 S' a 138' a 10' 11' a 7' 6' a 12005200.54 1T 5' a 14' 1' a 9 S' a 13' 10' a 11' 0' a 7' 6' a 1 6' 8' e 14' 1• e 9' 5' a 13' 10' a 11'0' a 7' 6' a 12003250.54 1 T 10' a 14' 1' e 9 S' a 14' 0' a 11' 7 a 7 6• a l'3" a 14'1' a 9 5' a 14' 0' a 11' 7 a T 6' a - 12006162.68 18 11' a 17 7 6 14' 6' a 20' 6' I 170' a 17 8' a 17 2' a 15 7' a 13 8" a 19' 4' I 17 0' a 12' 8' a 12005200 -68 19' 8' a 1711' a 15' 3' a 21' 5' a 17' 6' a 130' a 1711' a 16 3' e 14' 7 a 20 1' i 17 6' a 13' 0" a 12005250 -68 20' 5' a 18' 4' a 14' 11' a 21' 7 a 174' a 17 11' a 18 T e 16 10' a 14' 9' a 20' 10' i 1T 4' a 17 11' a I► 1 1 ■ Member !. 1 I 'I 1 it 1 40 psf Dead Load and 1125 II 1 . I I I I " Live Load Deflection 1J360 psf 1 II ' II Live Load II 1 II I I Live Load Deflection 11480 Single Span Spacing (In) o.c. Two Equal Spans Spacing (In) o.c. Single Span Spacing (in) o c. Two Equal Spans Spacing (in) o.c. 12 16 24 12 16 24 12 16 . 24 12 16 24 600516233 6 9' a 5' 6' a 3 8' a 5' 5' a 4' 4' a 2' 11' a - 6 7 e 5' 6' e 3' 8' a 5' 5' a 4' 4' a 2' 11' a ' 6005200-33 7 0' a 5' 6' a 3' 8' a 5' 6" a 4'4' a 7 11' a T 0' a 5' 6 e 3' B' a 5' 6 a 4' 4' a 2 11' a 600516243 8' 2' e T 1' a 5 9' a 8' 2' a 7 0' a 5 3' a 8' 2' a 7 1' a 5 9' a 8 2' a 7 0" a 5' 3' a 6005200.43 8' 4' e T 7 a 5' 10' a 8' 4' a 71' a 5' 3' a 8' 4' e T 7 e 5' 10' a 8 4' a T 1' a 5' 3' a 600S162.54 10' 0' 91' a T 5' a 10 7' i 9' 2' I 7 5' a 61" 8 3' a T 7 e 10' 2' I 9' 7 i 7 5' a 6005200-54 10'6' 96 e 79' e 11'0' I 9'6' i 79' a 96' 8'8' e 76' a 108' I 9'6' I 79' a 6005162.68 10' 8' 9' 8' 8' 6' e 170' I 10' 11' i 8' 11' I 9' 8' 910' 7' 8' 10' 11' I 9' 11' I 8' 8' i 600S200-68 11' 3' 10' 2' 8 11' a 17 7' I 11' 6' I WC I 197 9 3' 8.1. 11'6' i 10' 5' I 91' i 8005162 -33 5' 6' a 4' 1' a 2' 9' a 4' 4' a 2 3' a 2' 7 a 5' 6' a 4' 1' a 7 9' e 4' 4' a 3 3' a 7 2' a 8009200-33 5 6 a 4' 1' a 7 9' a 4' 4' a 3' 3' a 2' 7 a 5 6' a 4' 1' a 2' 9' 6 4' 4' a 3 3 a 7 2' a 8005162'43 9 T a B' 3' e 6' 1' e 8' 3" a 6 8' a 4' 10" a 9' 7' a 8' 3' e S 1' e 8' 3' a 6 8' a 4' 10' a 8005200 -43 10'1' e 8 9' e 6'1" e 8' 6' a 6' 10' a 4' 10' a 10' 1' e B'S" a 6' 1' a 8' 6' a 6' 10" a 4' 10' a 800525043 10' 2' a 8' 10' a 6'1' a 8' 7' a 6' 10' a 4' 10' a 10' 2' a 8' 10' a 51' e 8' T a 8' 10' a 4' 10' a 800516234 17 T e 11'3" e 9' 2' e 12 0' i 10' 10' a 8' 1' a 11' 5' e 104' a 91' e 1710' i 10' 10' a 8'1' a 800520054 13 2' a 11' 6' a 9' 5" e 13' 4' a 11' 0' a 8'7 a 11'11' a 10'10' a 9 5' a 13 4' a 11' 0' a 8 2' a 8005250 -54 13'6 a 11'9' a 9'7' e 13'6' a 11'1' a 8 a 12' 5' e 11' 3' a. 9 7' a 13 6' a 11' 1' a 8' 3' a 8005162-68 13' 6' 12 3 a 10' 8' a 15' 7 i 13' 5" I 1011' a 17 3' 11' 2' 9 9' a 13' 9' i 17 6' i ' 10' 11' a 800920068 14' 7 1210• e 11' 2' a 15 10' i 14' 0' i 11' 5' a 12' 10' 11' 8' a 10' 7 a 14' 5' i 13 1' i 11' 5' a 8003250.68 14' 9' 13 5' a 11' 0' e 15 6' i 13 5' I 11' 0' a 13' 5' 17 7 a 10' 8' a 15 1' I 13' 5' I 11' 0' a 1000S162 -43 9' 8' a T 3' a 4' 10' e re" a 5' 9' a 3' 10' a 9 8' a T 3' a 4' 10' e T 8' a S' 9' a 3' 10' a 10005200-43 9 8' e T 3' a 4' 10' e re. a 5' 9' a 3' 10' a 9' 8' e 7 3• a 4' 10' e T 9' a 5' 9' a 210' a 10005250.43 9 8' a 7 3' a 4' 10' a T 9' a 5 9' a 310' a 9' 8' a 73" a 4' 10' a T 9' a 5' 9' a 3 10' a 10005162 -54 14'4' a 12'5' a 9' 7' a 127 a 103' a T6' a 13'9' a 12'5' e 9 7' a 12'9' a 10'3' a 76' a 10005200-54 14'9' a 12'S' e 9'T o 1211' a 105' a T7' a 14'4' e 179' a 9'T e 1711' a 10' 5' a 7'T a 10003250.54 _ 150' 8 13' 0' a 67 e 13' 1' a 10' 6' a 77" a 14' 11' e 13' 0' e 9' T e 13' 1' a 10' 6' a 77 a 10005162.68 16 3" a 14' 9' a 12 7 e 17.3" i 14' 11' a 11' 8' a 14'9' a 13 5' a 11' 8' a 16 7' i 14' 11' a 11' 8' a 10005200-68 16'11' a 15'5' a 1710' a 18'7 I 15'9' a 12'0' a 15'5' e 14'0' a 12'7 a 173' I 15' 8' a 12'0' a 1000S250-68 1T T e 15' 6' e 17 8' a 17 11' i 15' 6' a 11' 11' a 16 0' a 14' 6' e 17 8' a 17 11' I 15' 6' a 11' 11' a 12005162 -54 157 a 12'0' e 8'0' a 170' a 9T a 6'4' a 15'7' a 12'0' e 8'0' a 170' a 9'7" a 6'4' a 12005200.54 16' 0' e 17 0' a WO' a 172' a 9 T a 6' 4' a 16' 0' a 12' 0' a 8 e 177 a 9'7' a 6' 4' a 12005250-54 16' 0' a 17 0' a 8' 0' a 17 4' a 9' 7' a 6'4' a 16 0' a 12' 0' e 80" e 17 4' a 9' 7' a 6' 4' a 12005162 -68 18' 10' e 16 4' a 13' 4' a 18' 6' a 15 2' a 11' 3' a 172' e 15 T e 13' 4' a 18' 6' a 15' 2' a 11' 3 a 12005200-68 19' 8' e 172" e 14'0" e 19'1' a 15'7' a 11'6' a 1711' e 193' a 1(0' e 19 1' a 15 7' a 11'6' a 1200S250 -68 19 6' a 16' 10" a 13' 9' a 18' 11' a 15 5' a 11' 5' a 18 7' a 16' 10' a 13' 9' a 1011' a 15' 5' a 11' 5' a Allowable f I i 1, IlfI ,► 1 , Floor Joist; Spa "6" Requires web stiffeners at end supports " i " Requires web stiffeners at interior supports "a" Requires web stiffeners at all supports See page 26 for Allowable Floor Joist Span Table Notes. 28 KNORR W STRUCTURAL ENGINEERS /m• Engineers North siest Inc., P.S. Of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS CORREcTI0N LTR# FILE COPY .n M«►e�f0. (''. .. _i \aDa „ ax _ Jackson Dean Deck Addition August 13, 2008 Hog 6889 Woodlawn Avenue NE . Seattle. WA 98115 208.525.7580. fax 206.622.6698 www.enwseattle.com REVIEWED FOR _ CODE COMPLIANCE APPROVED SEP 12 200 RECEIVE SEP 0 3 2008 PERMIT CENTER I ENV , l ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL. ENGINEERS PROJECT 0 PROJECT 1,4. ! 5 171._• 2s © j oky* U b en /0 v 6869 WooDt.AwN AVE. N. E.. 0205, SEArn.E. WA 98115 (206) 525 -7560 FAX (206) 522 -6698 J a c k So L. 7.t e .. y-8[ DATE pj • f .013 SUBJECT SHEET OF BY POO . !62 -5" ,15- 6 25. "G .:2>p 1 yG: -- 1 e7; 1 1C wP C 2.4 C 9 7) Pil J fi t t . '3 z 3 z� 44.0 r +2 rj so q 7 /7-u U �-/ 5 Project: Model: R1 Flexural and Deflection Check Combined Bending and Web Crippling Combined BendIna and Shear 10.83 ft I - r R2 2001 North American Specification Point Loads P1 Load(lb) 100 X- Dist.(R) 16.00 Section : 12008162 -54 Single C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 4776.1 Ft -Lb Moment of Inertia, I = 14.298 inA4 Va = 1377.4 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Date: 8 /11/2008 P1 Unif Ld 0 Ib /ft 5.25 it Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 2584.2 0.541 1096.9 Full 4776.1 0.230 0.035 L/3682 Right Cantilever 2584.2 0.541 1731.2 Full 4776.1 0.362 0 108 L/1171 Reaction or Load 8rng Pa Mmax intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft -Lb) Value Req'd ? R1 573.6 1.00 NA 0.0 NA YES R2 1938.4 1,00 NA 2584.2 NA YES P1 100.0 1.50 NA 1,0 NA YES Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VIVa M /Ma Unstiffen Stiffen R1 573.6 0.0 1.00 0.42 0.00 0.17 NA R2 1050.9 2584.2 100 0.76 0.54 0.87 1.09 P1 113.4 1.0 100 0 .08 0.00 0 .01 NA Company Engineers Northwest Designer : bobr Job Number : Global • ' Sections for Member Calcs 5 Max Internal Sections for Member Calcs 197 Include Shear Deformation Yes Include Warping i Y e s Area Load Mesh (In 144 Merge Tolerance (in) .12 P Analysis Tolerance 0 50% Vertical Axis , 1Y Hot Rolled Steel Code told Formed Steel Code [ NDS Wood Code NDS Temperature Concrete Code 4 PCA Load Contour .65 Rectangular Yes No Number of Shear Regions !Region Spacing Increment (in) Biaxial Column Method iPanne Beta Factor (PCA) rConcrete Stress Block ,Use Cracked Sections Bad Framing Warning U nused Force Warnings Hot Rolled Steel Properties Label A36 2 A572Grade50 3 A992 4 I A500_42 5 A500_46 Hot Rolled Steel Section Sets Label Shape Design Lest Beam VV14X43 'Ogle Flange col I HSS6x6x4 I Tube Member Primary Data Label I Joint J Joint Ml N2 N4 m2 N4 N6 M3 N2 Ni M4 N4 N3 M5 N6 N5 E Eksil G ilesil Nu Therm (k1E5 F) . Densilyik/11"31 YielcIlksij 29000 1 11154 7 .3 i ,65 : 49 36 ' 29000 11154 I .3 I .65 49 i 50 i t 29000 , 11154 . 3 .65 49 , 50 29000 - 11154 I .3 I .65 .49 42 29000 11154 3 65 49 46 AISC: ASD 9th AISI 99: ASD 'NDS 91 ASD < 100F ACI 1999 4 Yes RISA-3D Version 5.0d [C1RISAv5AStlEleam.r3d1 Aug 11, 2008 7:57 AM Checked By T M aterial D n Rul A [in2] lyy (m4) tzz find' Beam 7 A992 1 Typical 12.6 45.2 428 Colurrin 4irTypical 1 5225 28,569 28.569 J fir)41 1 05 45.507 K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules Beam 'Wide Ftangej Beam A992 Typical Beam Wide Flange Beam A992 Typical col Tube JColumn A500 46 T )i ca) col Tube Column A5046 Typical col Tube Column A50046 Typical Page 1 1 ----- i BenPIN 0 Reaction 0 Yes Yes __ _ 0 M2 I C J 0 _ 3 3 M3 , BenPIN BenPIN Reaction — 4 Yes 25.5 4 M4 1 Ben Pitt $001 BenPIN i 5' N5 51 Yes Yes 0 Lii..... N6 5 M5 BenPIN 0: U N6 N1 HI Ni 0 0 Reaction 0 Reaction ' 2 142 0 1 C J 0 _ 3 N3 25.5 0 Reaction — 4 N4 25.5 0 fo 0 ctio i 5' N5 51 0 0 Lii..... N6 , 51 1'2 0: U N6 N1 HI Reaction Reaction Rea on Reaction Reti Reaction Reaction ' H 3 eaction Reaction . Reaction _ ReAReaction Reaction Reaction N5 Reaction Reaction Reaction Reaction Reaction Reaction ctio ..___... 5 N2 Reaction Reaction Reaction U N6 Reaction m • p l Beam 25.5 2 ay ....v. Ai HEM B 3 . 2 Fil _ 5 _. _ M5 ... . col 12 __. Company : Engineers Northwest Designer : bob,. Job Number : Member Advanced Data Label I Release Joint Boundary Conditions Joint Label X tdin J Re Joint Coordinates and Temperatures Label X ft Hot Rolled Steel Design Parameters `I lkJin I Offset Y [ft J Offset TIC 0 ft Physical 'T Aug 11, 2008 7:57 AM Checked By: Inactive Member Distributed Loads (BLC 1:) Member Label 1 Ml 1312 Basic Load Cases Direction Statt_Mag ode [k/fL, End MagnitudEtldfl Start Looetionfft,16) End locationfft..%1 -.97 g -.97 -.97 BLC .catimcno X Gravity Y Gravity Gravity Joint Point gistribctesd, dace (... j. Norio r .. 1 RISA-3D Version 5.0d ICARISAv StI Beam.r3d) Page 2 1 1 ii .._ Ni 0 13.127 0 0 A W..._ 0 -...012 0 0 0 -82330-3 N3 0 0 0 0 0 0 HI N4 0. —025 0 0 0 -8 ' 9 N5 0 0 0 0 0 NB 0 -.012 0 0. 8,1596-3 1 1 Ni 0 13.127 .155 0 5.72i 2 t__ N3 0 26.0 2 0 0 0 3 1 N5 0 13.127 0 0 0 0 4 1 N4 .0. 0 • 0 0 0 0 _1 1.75E N2 0 0 0 0 0 0 1 148 0 0 0 0 _6 . 6 .6 7 1 Totals: 0 52297 0 .000 0 .8 L 1 COG (ft): X2.5: Y: 11.927 2: 0 1 1 - M1 W14X43 .478 12.75 .155 0 5.72i 30 37.5 33 1 . 1 H1-1 va 4 2. 76 „155 12 .000 0 J 21046 30 27,6 .3 .5 30.36 13. 30.36 A .; 11.1-2 H1-1 lisSaisfix4 .119 _1 1.75E . lisSextriS 7 12 .000 3036 30.36 30.38 1 1.7' _6 . 6 .6 s i- H1-1 _ 5 . 1 M5 _.. PISS6x6x4 . 19 12 .000 0 27.6 30.36 Company : Engineers Northwest Designer : bobr Job Number: Load Combinations Descrigion Solve PD.. SR... BIC Factor BLC Factor BLC Fact BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor r T - INTT 1 Y I -1 1 1 1 1 1 , . 1 1 _ T 1 Load Combination Design Despotism AS1F CD Service Hot Rolled Cold Formed NDS VVood Concrete E 1. I Yes 1 Yes 1 . Yes ...L ._ Yes . Joint Deflections LC Joint Label Joint Reactions B Combination t. Jol X r n z rn MX 1K-if l Aug 11, 2008 7:57 AM Checked By: X Rotation Iradi 1 Rotation Iradi Z Rotation fred Member ASD Steel Code Checks (By Combination) LC Member Shape UC Mx Locifti Shear.UC LocFftl ... FalkaIl Ft RISA-3D Version 5.0d [CARISAvMSti Beam.r3d1 Page 3 6869 WOOD AWN AVE. N. E., #205. SEATTLE. WA 98115 (206) 525 -7560 Fax (206) 522 -6698 ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SuWJECT PROJECT j o c 1LS 0 na a ., 77e tie as Id 7 it 9l c c r " 1 r rx. s t 5 f /r / DATE 49 If •49 e SIn E`r Or BY r 1r Sr C. ". 2,0 „ new deck x p� Display Sections for keiriber Calcs 4 M , x ntema Se ons for Member Calcs 97 Include Shear Deformation Yes UrEglalr lig E131111111111111111111111111.111 Area Load Mesh 002) Me 0 (in 112Se•OrgditectiSettiofts P-Delta Analysis Tolerance 0.50% Vertical Alb • • Y Number of Shear Regions 4 Ialliarf SI . g_5 1 .1091flc.f0PlArtt tin) 4 Biaxial Column Method PCA Load Contour- Pernio•Bitita Factor PCA .65 Concrete Stress Block Rectangular 112Se•OrgditectiSettiofts Yes No Bad Framing tdamings Unused Fate: Warnings Yes Global Company : Engineers Northwest - Designer : bobr Job Number : Hot Rolled Steel Code COld:Formed.Bteel Code NDS oo. Code DSTem ft !Concrete Code Hot Rolled Steel Properties Label Hot Rolled Steel Section Sets Member Primary Data Member Advanced Data Elks AISC: ASO 9th AI-511 99: ASD.' ACI 198,9 Nu RISA-3D Version 5.0d [CAISAy5ljackson dean deck spandrel support.r3d) Aug 13, 2008 8:10 AM Checked By: Label Shape Design List Type Material Design Rul... APO NY DM] 12z fin41 J 1014 W16X60 klVide FlaRIPI Beam I A992 _I Typical L17.8 I 50.1 I 984 j 2.17 I Label 1 Joint J Joint icloiti Rotate(dep) Section/Shp Des th List ___T_ype Material Design Rules TT_ . M1 [ N2 I N1 . I Beam TCNide Flange] Beam I A992 r Typical I Label Release J Release 1 Offsetrini J Offset[inl T/C Only Physical TOM rtilistlye Ml L I I L 1 Yes 1 1 Page 1 A36 29000 .• 11154 .3 .65 ..ii 36 MI 1 .- a a . :50 A992 ts0 moo 1 .54 .3 .65 49 50 . IEHIIIIIIIIIEIIIIIIIII 11154 .3 .65 L 65 .49 A9 50 42_ IFill MI 404 . ! A500 46 a a 0 29000 .65 _ .49 46 Global Company : Engineers Northwest - Designer : bobr Job Number : Hot Rolled Steel Code COld:Formed.Bteel Code NDS oo. Code DSTem ft !Concrete Code Hot Rolled Steel Properties Label Hot Rolled Steel Section Sets Member Primary Data Member Advanced Data Elks AISC: ASO 9th AI-511 99: ASD.' ACI 198,9 Nu RISA-3D Version 5.0d [CAISAy5ljackson dean deck spandrel support.r3d) Aug 13, 2008 8:10 AM Checked By: Label Shape Design List Type Material Design Rul... APO NY DM] 12z fin41 J 1014 W16X60 klVide FlaRIPI Beam I A992 _I Typical L17.8 I 50.1 I 984 j 2.17 I Label 1 Joint J Joint icloiti Rotate(dep) Section/Shp Des th List ___T_ype Material Design Rules TT_ . M1 [ N2 I N1 . I Beam TCNide Flange] Beam I A992 r Typical I Label Release J Release 1 Offsetrini J Offset[inl T/C Only Physical TOM rtilistlye Ml L I I L 1 Yes 1 1 Page 1 AO*. Company : Engineers Northwest Designer : bobr Job Number : Joint Coordinates and Tern eratures Label Ni N2 Joint Bounda Conditions r Joint Label X firtinl N1 I Reaction N2 Load Combinations X fftl 0 29 Y 0 .0 Hot Rolled Steel Desi n Parameters Reaction Reaction Reaction Z Ift1 Temp 19 Detach From Clap... 0 1 0 .0 0 Y Win] Z AiJlnJ X Rapt-ft/rad Y Rot.lic-ft/radl Z Ftot.lic-ti/radl ,Reactio0 Otttioil Illanricton Label Shape Length[... LbyyIftl Lbzzlftl Lcom tep.J.comp bat... Kyy Kzz Cm-yy Cm -zz Cb sway_z sway U 1 I J Beam 25 1 2 I 1 1 I 1 1 1 Membe r Loadsagljed Member Label Direction Start Maqinitudefirift,... End Mrgritu d... Start Locationfft,%1 End Lec.fltigiaSki F1 17 I -1.75 1 -1.75 0 0 ••••—• Basic Load Cases BIC Description Category X Gravity Y Grotty Z Gr_eyity Joint Point Distributed Area (Me... Surface None I 7 _1 Aug 13. 2008 8:10 AM Checked By: Description Solve :IA-actor BLC Factor laLc Factor BLC Factor BLC Factor BLC Factor [ 1 I_ _ 'Yes' I 11 , f Load Combination Desi 11 Description ASIF CD Service Hot Rolled Cold Formed NOS Wood Concrete f. I I 1 1 1 Yes I Yes J Yes I yes 1 • Joint Deflections LC Joint Label Lk] 2 7:11 Ni N2 - 4 - 0 o Joint Reactions Combination LC Joinjiabol X k Y 1n1 Z fin' X Rotation [rad] Y Rotatrilr_ad1 Z ROtatiOfl 111141 0 0 0 I 0 -5.946e-3 0 I 0 0 I 0 5.946e-3 RISA-3D Version 5.0d (CARISAvSliackson "dean deck spandrel support.r3di ' MY Ik Page 2 1 N1 0 22.624 0 0 0 0 N2 0 22,624 0 0 0 - Totals: 0 45.247 0 CO X; I .6 Y:1). , Z:. 0 AO*. Company : Engineers Northwest Designer : bobr Job Number : Joint Coordinates and Tern eratures Label Ni N2 Joint Bounda Conditions r Joint Label X firtinl N1 I Reaction N2 Load Combinations X fftl 0 29 Y 0 .0 Hot Rolled Steel Desi n Parameters Reaction Reaction Reaction Z Ift1 Temp 19 Detach From Clap... 0 1 0 .0 0 Y Win] Z AiJlnJ X Rapt-ft/rad Y Rot.lic-ft/radl Z Ftot.lic-ti/radl ,Reactio0 Otttioil Illanricton Label Shape Length[... LbyyIftl Lbzzlftl Lcom tep.J.comp bat... Kyy Kzz Cm-yy Cm -zz Cb sway_z sway U 1 I J Beam 25 1 2 I 1 1 I 1 1 1 Membe r Loadsagljed Member Label Direction Start Maqinitudefirift,... End Mrgritu d... Start Locationfft,%1 End Lec.fltigiaSki F1 17 I -1.75 1 -1.75 0 0 ••••—• Basic Load Cases BIC Description Category X Gravity Y Grotty Z Gr_eyity Joint Point Distributed Area (Me... Surface None I 7 _1 Aug 13. 2008 8:10 AM Checked By: Description Solve :IA-actor BLC Factor laLc Factor BLC Factor BLC Factor BLC Factor [ 1 I_ _ 'Yes' I 11 , f Load Combination Desi 11 Description ASIF CD Service Hot Rolled Cold Formed NOS Wood Concrete f. I I 1 1 1 Yes I Yes J Yes I yes 1 • Joint Deflections LC Joint Label Lk] 2 7:11 Ni N2 - 4 - 0 o Joint Reactions Combination LC Joinjiabol X k Y 1n1 Z fin' X Rotation [rad] Y Rotatrilr_ad1 Z ROtatiOfl 111141 0 0 0 I 0 -5.946e-3 0 I 0 0 I 0 5.946e-3 RISA-3D Version 5.0d (CARISAvSliackson "dean deck spandrel support.r3di ' MY Ik Page 2 Company : Engineers Northwest Designer : bobr Job Number : Aug 13, 2008 8:10 AM Checked By: Member ASD Steel Code Checks Combination LC Member UC Max Locift Shear UC Loefft Ftficsil Fi Fbzjks go Cm g .g Ml .149 25 1y14 .723_1_ 30 J 1 3 T 1 1 .6 1.1351111 RISA Version 5.0d ICARISAV5Vackson dean deck spandrel supporlr3d] Page 3 • .. • . Property of Engineers Nohhees ,Inc , Seeaie Use by others uniawtur Shaded cells Input Job number : Job name IBC 2006 Section 1013.1 1 ASCE 7-05 Section 12.8 Equivalent Lateral Force Procedure - Building design base sheer All references below are to ASCE 7 -05 (U.N.O.) Basic Seismic- Force - Resisting System Basic Seismic - Form- Resisting System Is this considered a Building Structure 7 Is Diaphragm considered Flexible? ten Ss SI T Site Class (soil) Occupancy Category Top of wail elevation (parapet Elevation of top of wall lateral s uppon (max.) Elevation of top of wall lateral support (min.) = Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.500 Sms = 1.500 Sm 1 = 0.780 Sob = 1.000 Sd 1 = 0.520 Seismic Design Category (SDC) = O To = 0.104 Ts= 0.520 Cl = 0.02 Period = T = 0143 Sa = 1.000 R= 5 Uo= 2 Cd= 5 It= 1 Detailing Reference Section * 14.2 Cs talc = 0.200 Cs max = 0.428 Cs min = 0.010 Cs use = Vu design - V design s Ev Fpu calc Fpu 1=pu max.= Fpu design a Fp design: ENGINEERS - NORTHWEST, INC P S 6869 WOODLAWN AVE N.E (SUITE 205) SEATTLE. WA 98115 0.200 0.200 0.140 Bearing Wall System Section 15 1.1 - for Nonbuilding Structure dM'inition 12.3.1 f to top level in main portion of structure (abv base) Section 11 3 I response acceleration at 0 2 seconds for Site Class B I response acceleration at 1 0 seconds for Site Class B transition period Figure 22 -15 thru 22 -20 20 1 Soil properties "D" is default unless the Geolech data orBuilding 1.1 page 3 Official thinks It is Site Class "E "oi "F' high point (minimum parapet) low pant (maximum parapet) Table 11.4 -1 Table 11 4.2 Sms = FaSs Section 11 4.3 (Eq 11 4.1) Sm1 = FvS1 Section 11.4.3 (Eq 11 4 -2) Sds = 2135ms Section 11 4 4 (Eq 11 4-3) Sd1 = 2 /3Sm1 Section 11.4.4 (Eq 11 4-4) Section 1 1 . 6 8 Tables 11.6 1 5 11 6-2 0 2Sd l /Sds Section 11 4 5 ShcISds Section 11.4 5 Section 12.8,2.1 Table 128 -2 seconds - Sectlon12.8.2 1 (Eq. 12,8J) Section 11.4 .5 (Eq 11 4-5)or (Eq 11.4 .6)or (Eq 11 4-7) Table 122 -1 Response Modification Coefficient (reduces forces to USD) System Overatrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 (i 12. Occupancy Importance Factor - Table 11 5 - Section 12.8 1 1 (Eq 128-2) Section 12.8.1 1 (Eq 12 8 -3 a Eq 12 8-01 Section 12.8.1.1 (Eq 12.8 -5 & Eq. 128 -01 Section 128.1 1 (Eq 128-2 thru Eq 12.8-6) At strength level USD (Eq. 12.5-11 Working ( o.rE) ASD 0.200 'D - +) -.2 ads D (Eq. 11.44) - May be Zero for proportioning foundations. Diaohreamq cep = The weight tnbutary to the diaphragm at that level 0.200 'wp (Eqs 12.8 -2 thru 12.8-6 above) 0.200 `cep (min. Section 12.10.1 1) 0.400 'wp (max. Section 12.10.1.1) 0.200 `wp USD 0.140 'we A8D (0.7'USD) EO . W ■ Building weight (0 or kips) SHEET OF 416/07 SEISMIC Table 12.8 -1 Cu 1 4 8112)2008 ASCE7.05Sersmic xis ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 W.00DLAwk AVE. N. E.. #205. SEArn.E. WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT 0 PROJECT J c G l eft , • Pe .a N DATE a • / 2. SUHJECT SHEET OF (� jr<k - ,(V >c S/ /6 x 15' z Y 14 4 : e w 3 k 1 -74v4 rJ : ) . g /7, '/cr P L By 10 ,SGVC4.e.)s 6" /io "4; /J' /J / _ '� ? P 7P'/EP CJSC 4 �.Ciod •• „20c, pl W.• t o Bc.O .�.Hd ?Zo-- L rT1d8 5 /L. 77 da o N 4 No kl: / }'� Pio lecl Name : Run description: SIARIINC SQUARE FOOTING St/I (F ?)..1 ENDING SQUARE FOOTING S171.. (11..5 1001 114C SIZE INCREMENTS..... 01).1 AIIOWABIE SOU PRESSURI. (KS1 ) 7 M114 E001I11C DEPTN........(IN).. 11 0151. FROM 1101 01 I OOZING 10 CC Of RE BAR..(IN)..4 FOOTING SCHEDULE CONCREIt I'c..(KSI)..3 STEEL 1y...(KSI). MIN REBAR SE /E 4/).4 MAX RLBAR SIZE, .(I). 11 MIN RE DAR SW 11.4.04.10 .(IN)..10 11C PAIL(k) 11(in) A5x(iin2) ASy(m2) Ran! X Reinl Y 13 16.8 3'x3'x11.(r .71 ./1 3j5 3x15 14 29.8 4'x4'x110" .95 .95 4/5 4/5 15 46.6 5'15'01.0" 1.19 1,19 405 415 ULIIMAlt EACTOII. 1.6 I001INC DEPTH INCREMENTS. (IN), .1 COLUMN DIMENSION -X AXIS. 1149 .9 COLUMN DIMENSION Y AXIS (IN) 9 ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205. SEArn.E. WA 98115 1206) 525 -7560 FAx (206) 522-6698 PROJFC'1 u PROJEC r DATE SuaJ StIEln OF By r- Power - Calculator Anchor Capacity Calculator ; 4 : 41441'0 itte tt M 5 :4 -1744 Canada: VAN sr 5.774 Prepared By Project Info: Ancli'or I Insiatl5tionl Del'ails: Diameter. d: Applied 6.000 In Embedment, hv: + Y Min Embed 12 3.000 In Mate Listed Embed ev 6.000 in Anchor _ _ Material Wedge - Bolt Carbon Steel ,r !Iii Geometry (Interactive Diagrim) Note: Edge distance is added to spacing distance between anchors Note: All dimensions are inches A �►4t�e�tt _i 11 its ,Enter Applied Loads; 1enslon, Now 4,475 lb Tension. Nu= 0.00 lb Sheik Vnxn 2,582 lb Sheltr Vnyw 2,S82 lb Safety Factor; 4.0 kiilimpownwp Allowable Load Capacities are obtained by multiplying the unfactored allowable load capacities by the corresponding reduction factors listed above. Copyright 2007 Powers Fasteners r & Engineering Express Shear Vux= 0.00 lb Shear Vuy= 0.00 lb Unfectored Allowable Load Capacities: Nn ° = Vnx 9 = Vny ° Conettte Yype: i Normal Weight " Substrate Thickness, ht 1 2.000 In Compregstve Strength f`c. 4,000 psi 4,475 lb 6,670 lb 6,670 lb laden Stows E.M N13 INNCVATtON WWW.e NW X P.COM htip : / /www.powcrs.coni'powcrculc/ ® General Help Dataugust 25, 2008 I. Tension Sheatic Shear V Ci 1.00 0.62 0.62 C2 1.00 1.00 L.00 3 1.00 0.62 0.62 C4 1.00 1.00 1.00 Si 1400 1.00 1.00 52 1.00 1.00 1.00 0111n 2.2501n 2.250in 2.2501n Ccr 6.000In 9.0001n 9.0001n Shiln 3.0001n 3.0001n 3.0001n Scr 9.0001n 9.0001n 9.0001n _.. ` e�a�gflO tlmlxi tl`on__ . aaatsd+ fl Znteraetlon aatlens 0 0200% tNu /Nn)•►ZVua/Vni 341Vuy/Vn tit 0 Parabolic if iftn) 11k +(YwUVnx) "btvur/yny) "4.1.0 0.00% August 25, 2008 .center engineer names 4enter engineer numbers vi.-5dp 5 -2 -07 I of I 8/25/2008 4:15 PM E NW NO RTHWEST, ENGINEERS NORT INC., P.S. — STRUCTR UAL ENGtNEERS PROJi gi,111 4 t • -11,4 ( IC tz); LC , ill; • i‘ 4 VRO .•■••• / / 1 . 2r o t n8h9 Wrksv AVF. N I .. S ru f . 41t1 1 12tt6) 79)(1 FAN 42010 i22 4,6cot Su 1)All t , • t Ii- 1 k e rr..0 1 :7; r•-• 4 4 cl9 ( ENW oo*' AWN Ayr. w.r- r560 FAX (2ow)522 SHELF Of- RN' .�~ ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 Woopt.AwN Ayr. N. F. 1 4205. Sunni E. WA 98115 (2(6)525-7560 FAX (206) 522-4,698 1"8(0Fcr JRUJLCF 1)A1 SI.111.4.0 SI WET 01 By U IV v 11 • ,•41- a•d October 13, 2008 Ruben Scherle 3414 South 116 Street Tukwila, WA 98168 RE: CORRECTION LETTER #1— Revision #1 Development Application Number D08 -405 Jackson Dean Construction — 3414 South 116 Street Dear Mr. Scherle: This letter is to inform you of corrections that must be addressed before your revision to 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 and Planning Departments. At this time the Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. DO8 -405 • City of Tukwila Department of Community Development P:\Permit Center \Correction Letters\2008\D08 -405 Corr Ltr #1 to Rev #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 r DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS October 10, 2008 Ruben Scherle D08 -405, Jackson Dean Construction landscaping revisions 3414 S 116 Street Please review the following comments listed below and submit revisions to the planting plan accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 1. The Japanese Aralia proposed underneath the new deck area may grow to be as tall as 12 feet unless kept pruned. Instead, consider alternate evergreen shrubs such as Aucuba Japonica, as known as "Serratifolia" or "Goldstrike" — see attached sheets for more information. 2. Thymus does not do well in the shade. Suggested shade - tolerant substitutes include the following: • Kenilworth Ivy (Cymbalaria muralis) • Brass Buttons (Leptinella squalida or Leptinella gruveri) • Barren Strawberry (Waldsteinia ternata) • Bugleweed (Ajuga reptans — mahogany form) August 28, 2008 Ruben Scherle 3414 South 116 Street Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Application Number D08 -405 Jackson Dean Construction — 3414 South 116 Street Dear Mr. Scherle: 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 and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 433 -7163 if you have questions regarding the attached comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Bill Rambo Permit Technician encl File No. D08 -405 Ci of Tukwila Department of Community Development P:\Permit Center\Correction Letters \2008008-405 Correction Ltr #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 26, 2008 Project Name: Jackson Dean Construction Permit #: D08 -405 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an egress floor plan of the building that identifies all tenant spaces corridors and exits. Provide dimensions on the egress plan showing total length of travel from the most remote point of the deck or other related spaces, within that vicinity, to an exit. 2. The occupant load for the new deck exceeds 49 based on the decks square footage, divided by 15 sq. ft. per occupant with dimensions shown. Adjoining spaces shall also add to that occupant count. Therefore two exits shall be required. Provide for or show two exits from this deck location. Identify emergency lighting and illuminated exit signs. (IBC Table 1004.1.1, Section 1006, Section 1011, 1015.1 & 1016.1) 3. Identify if this deck is required to be accessible and if so provide details to show all related building elements for access to the deck meet accessible code. (ANSI 302 & IBC 1104.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS August 28, 2008 Ruben Scherle D08 -405, Jackson Dean Construction 3414 S 116` Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 1. Please provide colored elevations and /or a description of the materials and colors used for the deck, indicating how they will match the design of the existing building. 2. Show how any changes that are anticipated to the landscaping with this project, including any temporary or permanent removal /relocation, and measures that will be taken to keep plants that will be located in the shade in good condition. If plants will be temporarily moved, provide an explanation of measures taken to keep them in good health. If any new plantings or removal of existing plantings is proposed, submit a planting plan showing the type, size, and location of plants to be added to and /or removed from the site. Approved Notation: REVIEWER'S INITIALS: DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D08 -405 DATE: 10 - - PROJECT NAME: JACKSON DEAN CONSTRUTION SITE ADDRESS: 3414 S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued Comments: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Incomplete ❑ Permit Center Use Only " . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required El No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS O CORRECTIONS: Approved with Conditions ❑ )o - Planning Division ❑ Permit Coordinator ❑ DUE DATE: 10-28-08 Not Applicable ❑ DUE DATE: 11-25-08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -405 DATE: 10 -06 -08 PROJECT NAME: JACKSON DEAN CONSTRUCTION SITE ADDRESS: 3414 S 116 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # I After Permit Issued n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Structural Review Required u n Ti No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n Notation: REVIEWER'S INITIALS: DATE: Planning Iv n Permit Coordinator Ti DUE DATE: 10-07 -08 Not Applicable DUE DATE: 11 -04 -08 Not Approved (attach comments) Permit Center Use Only //��,, ryPJ , CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping [ PW ❑ Staff Initials: n ACTIVITY NUMBER: D08 -405 DATE: 09 -03 -08 PROJECT NAME: JACKSON DEAN CONSTRUCTION SITE ADDRESS: 3414 S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: q' B g' Division Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP n Fire Prevention Structural 1� Incomplete n Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-07-08 Approved U Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: '*- 6 1-1( - 0 1 6 Planning Division Permit Coordinator Not Applicable r., n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 405 DATE: 08 - - PROJECT NAME: JACKSON DEAN CONSTRUCTION SITE ADDRESS: 3414 S 116 ST X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 OP PERMIT COORD COPIO PLAN REVIEW/ROUTING SLIP C ML Fire Prevention Structural Incomplete n Response to Incomplete Letter # Revision # after Permit Issued Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DATE: DATE: ��- d �w►eti t) 2 Planning Division Permit Coordinator n DUE DATE: 08-2 1 -08 Not Applicable n TUES/THURS ROUTNNG: Please Route n Structural Review Required n No further Review Required DUE DATE: 09-18-08 Approved with Conditions n Not Approved (attach comments) 7( Permit Center Use Only - (� CORRECTION LETTER MAILED: v V6� Departments issued corrections: Bldg Fire ❑ Ping (y/ PW ❑ Staff Initials: (ID/ REVISION _ NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF VIALS 1 1 PI) q k0 Summary of Revision: (A 4(y f -rb LA N A - AtAyi 14,t Summary of Revision: cR>'E S ci Received b REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: KI9 S llu GI PERMIT NO: ORIGINAL ISSUE DATE: ]REVISION LOG (please print) (please print) (please print) (please print) (please per) Date: Project Name: Project Address: Contact Person: Summa of Revision: 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 ❑ Response to Incomplete Letter # _Response to Correction Letter # ❑ Revision # Plan Check/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. o 4 D OPn u OCT 24 2008 J f -► . C c 6 - e after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner L.. Phone Number: 42r - 7k0 -53(6/ a. rs4r, " 1 5 . f t'9g tL)4 -- d f firf- tioi it /a 2 -e /)b Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on i0 Y applications\fonns- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila lapplications\forms- applications on linelrevision submittal Created: 8-13 -2004 • 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: 10 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: t k .t„ t �vrµt ,t Phone Number: �.o[p - S� 2 - Summary of Revision: L Sheet Number(s): \ I ) D g c_,,,- Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 10 - 10 -0 V Steven M. Mullet, Mayor Steve Lancaster, Director "Cloud" or highlight all areas of revision including date of rev i RECEIVED (NY OF 1 UKWILA oCT 06 2008 PERMIT CENTER • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q ^ 3 - Plan Check/Permit Number: D08-405 ❑ 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: JACKSON DEAN CONSTRUCTION Project Address: 3414 South 116 Street Contact Person: Ruben Scherle Summary of Revision: c.-I 1 p(� �� 1"9' -5\ Uft:, 4: 7 .SSg—/) c I S l r44 -(4. q V t, l vrl ©t°.5 A S Yw2h L. .E.,i)m LL. ?A-coe_s 1 M 4 ktg-1 ) Es 1 E 4 4 0 , cent -�, q ( - 3 - ) Sheet Number(s): u.— C.A.-00 "Cloud" or highlight all areas of revision including da of revisi n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on "L's o U \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us r y �SLON ,SUBMIT :'I' A]L Phone Number: R . I Y .) J SEP 02 MOB JArtCv,h 1)N1 N CONSTRUCTION O RECEIVED CITY OF TUKWU SEP 0 3 2008 O Cgk „1r 71M'rERd Name Role Effective Date Expiration Date BUTLER, DAVID CHIEF EXECUTIVE OFFICER 11/19/2004 Bond Amount VANDENBERG, JERRY PRESIDENT 11/19/2004 023006184 JACKSON, MILES G PRESIDENT 11/19/2004 VANDENBERG, MARSHA SECRETARY 11/19/2004 TRAVELERS CAS 8 SURETY CO GONZALES, KARN D VICE PRESIDENT 11/19/2004 01/01/2004 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 LIBERTY MUTUAL INS CO 023006184 01/01/2004 Until Cancelled $12,000.00 01/02/2004 7 TRAVELERS CAS 8 SURETY CO 81S103527363BCM 07/22/2001 Until Cancelled 01/01/2004 $12,000.0012/27 /2001 6 TRAVELERS CAS & SURETY CO 81S103527363BCM 01/01/200107/22 /2001 $6,000.00 02/01/2001 5 UNITED PACIFIC INS CO U2800438 10/01/1998 01/01/2001 $6,000.00 UNITED Untitled Page General /Specialty Contractor A business registered as a construction contractor with LOEI 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 Phone Address Suite /Apt. City State Zip County JACKSON DEAN CONSTRUCTION 4253782031 3414 S 116TH STREET SEATTLE WA 98168 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601222672 ACTIVE JACKSDC962QR CONSTRUCTION CONTRACTOR 11/19/2004 12/31/2008 BARCLDCO25P7 GENERAL UNUSED Business Owner Information I • Bond Information https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= JACKSDC962QR Page 1 of 2 09/15/2008 J ,,,,,, ,, // OH POOR , ,,,,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , ,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „ , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 1/4 _1 f • 1 , r r r;;::. AN S IAP REVISION I iii (Ccs) C-At sT r-1 Q s) fl.Te),A) S) C s) t-kv,u } rl T\ LAS Ste- 4 - 5 �re 0 INA Pier; s J (S cpt-kT it) . P\ - (-(Y\-(Thr o - 49©— 2 t _.. b F Permit Nos Par review approval is subject to error, and oanlsslons. Approval of construction documents dos not authorize t c violation of a,opted code cr oe ;,nance. rReG lPt of approved Fl d Cop and conditions is acs zovVlcd cd: 8 ✓ v�s • l) c �J-- w y Date: CO. ( Cowpox/# - 4! City 01 Tukwila BU ONO DIVISION "m to 14 sr K-- ‘ bb lOciSg (! c« I e. ( 4-4--ArcS br)04 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 9 2008 REVISIONS N c hanges shall e made to the scope of work without prior approval of Tukwila Building Division. N OTE: Revisions will require a new plan submittal and may include additional plan review fees. City Of Tukwila BUILDING DIVISION CORRECTION LTR# I REVISION N0. 0. P o 19 CITRECEIVED ILA OCT 212008 PERMIT CENTER /7704////„ DEGKI 25'-0' 20' -0' 3 (E) q155) .l, 0404. 5 8 5d35'20" E 50.71' , ................. .0404... _.....,....,.... 0 1 0404.... 85'-2° .......... I :0404.. 0404 0404 ,. �i SCALE: I 20' -0" (E) II' TALL FENCE/RETAINING WALL / // 1 ■ I �= b � NOTE: PARKING HAS NOT BEEN ALTERED FOR NEW DECK ALL STALLS EXISTING AND UNCHANGED Ex15711,16 NT10N 040; �.. / ji / 18' -2" 55' -4' N 89d141' E 12.'19' 2 70.00 1 (E) TUKWILA CITY ACCESS ROAD (E) 50' SETBACK i1. 1 „, ,, ....,.:.:: % EXISTING AVERAGE HIGH WATER MARK AND END OF VEGETATION N 1Ad53'S 46.0 16'-6” .0 21; ;'H IO (E) CA/4/1. ,0404 15LO" 1! . 04,04.., .,...,.._,..,..,,.. 0 0 04 , . ,, 5f , ......., 0004., , } 0 0404.,. 0404 er 0004., 0 s 81 c/ 2 0 1 44' 1 E 1 ■ A EXISTING LANDSGAP I NG TO REMAIN UNCHANGED, ANY CHANGES REQUIRE PLANNING DEPARTMENT REV 16' AND SEPERATE PERMIT NOTE: 1. FINISH FLOOR ELEVATION SHALL BE NO LESS THAN 12' PLUS 2% HIGHER THAN POINT OF WATER DRAINAGE DISCHARGE ELEVATION. 2. DRIVEWAY NOT TO EXCEED 20% GRADE 3. ALL NEW UTILITIES TO BE UNDERGROUND. ALL UTILITY TRENCHES TO BE PROPERLY BACKFILLED AND COMPACTED, UBC SEC.3024 4, NO GAS PIPING SHALL BE INSTALLED ON THE GROUND OR UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT 6' MIN. ABOVE GRADE OR SEE PIPING DETAIL FOR UNDER STRUCTURE WORK. 5. THIS PROJECT WILL COMPLY WITH CAC TITLE 24 AND THE 1994 UBC, UMC, UPC AND 1993 NEC, 6. FENCE L ❑CATIONS, AT DATE OF DRAWINGS, WERE NOT DETERMINED, THUS REQUIRING SEPARATE PERMIT. 7, ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED ARE SHOWN ON THIS SITE PLAN TO THE BEST OF OUR KNOWLEDGE. 8. CONCRETE COMPRESSIVE STRENGTHS GREATER THAN 2500 PSI SHALL REQUIRE OWNER TO EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PR ❑VIDE S ❑IL TESTS AND INSPECTI ❑NS DURING CONSTRUCTION AND PLACING OF REINFORCED CONCRETE AND PNUEMATICALLY PLACED CONCRETE. (UBC Sec,306(a) 1.,EXCEPTI ❑N 2) 9. PROVIDE A BACKWATER VALVE ON SEWER LATERAL WHEN PROPOSED BUILDING FIXTURES HAVE A FLOOD RIM LOCATED BELOW ELEVATI ❑N OF THE NEXT UPSTREAM MANHOLE COVER. 10. 100' -0" GRADE CALLOUT (IF PRESENT) IS NOT BASED ON U.S.G. MARKING, BUT MERELY REPRESENTS A POINT OF REFERENCE. 11, ALLOW FOR DRAINAGE FROM ALL PLANTER AREAS. PROVIDE FOR DRAINAGE UNDER FENCES (TYPICAL). PROTECT AREAS OF CONCENTRATED FLOW FROM ............... EROSION. THIS SIGNATURE IS THE RECOGNIZED SIGNATURE OF RUBEN SCHERLE, JACKSON DEAN CONSTR f RIM COPY Permit No. 08 05 Piar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation ay- opted code or ordinance. Receipt conditions is acknowledged: of approv fold Copy an a+� 04.04 By Date:, City of Tukwila BUILDING ENVISION {�, NT PERNII1T BEWARED ARED FOR: 61 Mechanic M_ lectrical gititumbing t Gas Piping City of Tukwila tsll CSI NG DIVISION ® $ . 177 $ sio o, % 0007 "72 72 ; / ,,, % ,i: D f0 Cod PROVED Of ila DitIOINN T _--_- -- ----".� --- . -_._ -- _0404_.. P�10 changes shall be made to thp scope o f work without prior app � u kwila Building DiV Sloe. ail and may NOTE: Revisions will require a new plan �'d tees. ��. include additional d tional r to s 7 7;00 ; „£ • /z/ %,, /t / ,, `00 04/// 0004 /.F . , /0 700" 04 : 04.. 70 04... ; ; 2 ; 0000,; /r,. //$ : t / 0404 / 0404 % ` " � ,7 000 07 ,,,,,,,,, ,, %/i %./ 0004,, // • / ; 00,04. ,:a : < i/ %'/ �/ 7 $ // ,;:// ....,.,,, A, 0, ',/ / / /$$ <$ ''072 { /; „, o, / „/ ; „/ 00 . 070 .,...._ ,' ;-0040,,, 70 '00 rr %' • „i : : „ii : , •, iii �� '' <,.�/ '�,�i/ // 1 rn t , ) /,,. ' l, // /04 //'"1 ( / //i 0. 7/2 07, / / ") :: 7,02/ / i ,7 $/, ,/:::. 0000. ; • /,, /// I 07'04 ;. , I • CORRECTION / $ ; 7 4;, 0404,...; ;;, ........ .7/ p i c0, 60% f / / I /1 7/ - 0 47,7 /0 o 41, :0404.. Z ,ice, / 2 ./ 7, 7 $ /t ;0404. I / 0'!...0 7 at i%4' / 7 / 77,, 7.„ 7.7 // , /i , OR FT 4 7,7 / // RECEIVED PERMIT CENTER 5-1 PERMIT 5ET / 5-21-08 PARKING NOTATIONS / ci-3-05 ADDRESS PLANNING COM, r V / j/ // /i 0 t it / iiiiiiiiiiiiiiiiiiiiiiiviiiiiiiiiiiiiiiiiiiiiii iiiiiii No SCALE 2N 4';' OH '000R /„ r ; (: k :X.Ili" OH ;10(i i ii / / / // ,: ®® FL A\ 4T HIGH FULL HEIGHT CABINET DUAL NATURAL GAS BURNER 48 NATURAL GAS BBQ GRILL, (4) 25)000 BTU BURNERS S 3 -0' 10'-b" 5 - 6 " 55 SINK WITH TRAP ON CONDITIONED SIDE OF EXTERIOR WALL END OF GLASS RAIL I 1 ROOD - - P AREA KITCHEN, 9Osf 1 i 1 a a EXISTING EXIT PATHWAY ADD (4) 4X4XI/4 TS COLUMN ADD (3) 6X6XI /4 STEEL COLUMNS, ON FOOTINGS, PAINTED 1 EXISTING EXIT PATHWAY l I REPLACE dLAZI W/ FULL TE'1P 1 i i _ 1 UNCONCENTRATED ASSEMBLY, - 113sf FOOD PREP COUNTER ca in 22' II' 24' -II' NII REMOVE EXISTING COFFEE BAR 3' -O'sG 1/2" MAX. THRESHOLD n } REPLACE GLAZING WITH FULL TEMP REDUCE EXISTING WINDOW TO BALANCE OF WINDOW- 56'0OOR BY EXISTING 5' HEIGHT, TEMPERED, GLAZING TINTING TO MATCH EXISTING WINDOWS /. 7/f, ..,, y.... �..,., / '..,/ " iUA (// '/CA hil . ' / / /,j� 'r u / 2 J ,...,,E) V ,/ 2' -0' / EXISTING BASE ONLY CABINET 1 A 1 s , /-1 50'4" GRID '6' REVISED LOCATION FROM AS- GUILTS i i INSIDE RAIL I i 1 H 2 N E r 11 4 I REPLACE GLASS WITH FULL TEMP I REDUCE EXISTING WINDOW TO I'-b" WIDE BY EXISTING 5 HEIGHT, TEMPERED I............. 23' -5" 24' -1' I PROPOSED DECK LINE II 0' - 6' .. /..�% REPLACE GLASS WITH FULL TEMP r , i TYPIGAL SILIKAL WATERPROOF DECKING 1/4" APPROX. TOTAL THICKNESS 4 # /SF DEAD LOAD, 5 -YEAR WARRANTY O/ 3/4" P.T. PLWOOD DECK 5 5 -0" 16' -0" 16 NSIDE RAIL tj FOL. L.15CATIONS I. IiI .•f1%+.C..:.i';}...:.fl SPACES OF STUD W/.....C• AND j NalUNG FURRED SPACE' T C AND PL.f.DOR LEVELS AND A. FOOT ;NEPVALS BOTH va:cncAL T+ ;C 2, AT AL „ .. .., R ., , .. .. , . ..I s.,i''. ;'.:. " + %i ... , ;s t SPADES Si CH AS : } R A. SOFFITR DROP CEU,NOS 1 `':'.D O ...... ... ......... .. ; ., IN COWOEALED 'SPACE:, BE -, KEN STA R WIN.I THE RUN OF , :'t; RS WALL.3 UNDER STARS UNFft H}.,., ..., f.:.` FIREPLACES ,,. .., .. . . pit ":,.; . .. 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WI8X60 • • • 0 • TOP OF FLSHG 111' -I1 1/2" 4 TOP OF TRACK 5d 1/2" ALL - THREAD INSTALL (2) LTT20B @ 4 /G 2X8 WEB BLOCKING j a i a i a o o i i i i i i i i i i i i i i o i o o i i i i i i i i i i i i i i i i i i i i i a i i a i i i i i i i r i i i i i i i i i i i i i a i i i i i i i i i o i i i o 0 0 o i i o i i i i i i i i i i i i i i i i i i i i i i i i i i o o i i i i i o o i o i i r r 112' -4" „ TOP OF PLYWOOD 111' -10 3 5 /8" KWIK BOLTS AT 16" 0 /G, N STAGGER 0' -8" 0' -2 3 "X6 "XI /4' CLIPS 4' 0/C 2.5" STUDS @ 16"0/0 TYP ALL JOINTS MITERED, 1/4" WELD MIN., GRIND FLUSH r : WISX60 I I II 0 -32 3' -3" 0' -6" 1/4" 4X4X1/4 TUBE STEEL POST @ 10' -0" LENGTH 11/16" I' 50 - 3 4 r ar orrrrrrrrrrr. /rrrr / /r /r / /r/ araraora / /ar / /arararrrrrrararr r arraoa /r / /arararararrr / /// rr r rr rooar ar rrrrrrrrrararararararrrararrarrr r rrr rr arrrr arrrrrrrrrrrr rrr rrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrr/ r ar ararorrrrrar a /a /a /�/liai /arar /a /ao / / /r / /r/ / ,� r arararoaor000rorr / / / / / /// roar/ r// rr/ n./ arraaraiararrar lli /�iaoorraraoorrrararararrarar r r r r r o r r r r r r a a a a/ o r r r r l a r i r r aooaoararararararrr /r /rarai rrro�a / /ararararararrar r iaiaiaoraoiooaaaaaaiaiaaaoiaiaiaiaiaioaaaa / /aiaa�ao/ / aoaioaaraiiriaaaaaaiooaaiaiaiaiaiaioa r /iaiiri i / rrroai/ aaiiaaaaaaiaaaiarai�a00000aaaaoaaaiaaiaaiai o�oioaaoaiaiiia00000000a raia000aiiaia000a000ioiaiaioaoaaioraaaiioia / 5 4u 112' -0 14" • • 1101-0" _ /f 5' -0" 3/4" POWERS WEDGE ANCHOR (10 EA @ "0 /C) 3/4" A36 THROUGH BOLTS /WSHR/NUT 1/4" 12" 50 (E) PRECAST CORNER EXISTING PLYWOOD FIN.FLR. EXISTING SECOND STORY FLOOR FRAMING EXISTING STORFRONT 3 /S" TEMP. TINTED GLASS #I4 REBAR, SANDBLAST AND SEAL W/ 4 -GOATS 4 "XIO "X3/4" PLATE W/ (4) 3 /S" 55 BOLT FASTENERS, 5' 0/C 12" JST WI4X48 12" JST T5 TS WI4X48 n n / 0' -0 I/2" SPACE 5PA4 1/2" 3/8" STAINLESS STEEL BOLTS, 2 NUTS I LOCK NUT, 4 WASHERS 1/4" FILET WELD 1. 13/16" 4X4X1/4 TS 1/4" GRAVEL STOP DRIP EDGE, AMERIMAX H6.5 115" REBAR( #14)GUARD RAIL POST @ 5 /C 0' -8" 4 "XI0 "X3/4" ATTACHMENT STEEL PLATE GONTIN 1/4 FLT TAP THREADS ,,,iii/// (E) 1.25" PRECAST WALL 4' 0" 0 /C� /4 A36 BOLT 0' -I 1/2" 1/4 ��d 7.5" WIDE BEAM ,,1/4" FLD WISX60 FLANGE 4XI4X5/I6 PLATE OFFSET ON T5 .415" GL FOR WEB WIDTH -. % (2) 3X6XI/4 ,.. 2 "X3 "XI /4" PLATE SILIKAL RV368, SILIKAL PRIMER, TROWEL HK20, TROWEL SILIKAL R -6I AND 2 TOP GOATS R -81 W/ NON -SKID SURFACE, 1/4" TOTAL BUILDUP 0 0 0 III' - i 1/2" +OR- TOP OF PLYWOOD (2) 16 GA 2x2x10 ANGLE, ATTACH WITH 12 FLAT HEAD #5 SELF - DRILLING, SEE ENW DETAIL I6GA X 12" GONTIN TRACK 0' -5 13/16" -2 11 - ° Q ,11 REBAR 3/4" P.T. PLYWOOD, ATTACH W/ #10 SCREWS 4 11 0 /G EDGE 10" FIELD 3/16" 2" GONTIN. SOFFIT VENT, S2LF (2) I /8" THREADED 55 SCREW I "X2 "XI /2" FILLER RMVBL 2 "X2.5 "X.25" PLATE 2" X 5" FOAM STRIP @ GLASS TO METAL J III-0" 8XI2X1/2 (4) 5/8" EPXI` 12X1 1/4" 0 1/4 DOUBLE FLOOR JOIST / ENW DETAIL 1/4" 2X1/2 2" 1 -3/4" 0 r / WI4X48 20 GA PREFINISHED BAKED ENAMEL FLASHING 2.5 20GA METAL STUD FRAMING AROUND NEW BEAM 0 (4) 5/8" A36 BOLTS EXISTING 5'X 4" —� CONCRETE SIDEWALK TO REMAIN UNDISTURBED +9 q8' -6" T.O.P. EXISTING 2" ASPHALT PARKING LOT 0 5' -6" *14 REBAR AND TEMPERED GLASS 42" MIN. HGT GUARD RAIL SILIKAL PRIMER SILIKAL RV368 FLEXIBLE MEMBRANE 110' -1 2 " TO E3 -4" 4XIOX5/16 PLATE 4 '_ 6 1/4" FLD 1/4" 12X12X1/2 L� WI4X48 3/4 II P.T. PLYWOOD, ATTACH W/ #10 SCREWS 4 "0 /0 EDGE 10" FIELD 10' -6" GONTIN 12" BLOCKING SLOPE 2" IO1' -7 3/4' (4) 5/5 A36 BOLTS 12005200 -54 @ 12" 0/C i`" HARD! BOARD TOP OF COLUMN 3/4 BOLT 6X6XI/4 TUBE STEEL 11' -I 3/4" COLUMN Q8' -II I/4" +OR- T.0.5. UNDISTURBED NATIVE SOIL, TYPICAL SEE STRUCTURAL ENGINEERING AND FOUNDATION PLAN FOR LOCATION, SIZES AND REINFORCING I' -6" i / %uui / / ///// Nl///////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / WISX60 W/ (2) 3 "X6 "XI /4" CLIPS 4' 0/G (4) 4X4XI/4 TS COLUMNS AT BEAM ENDS, ENW DETAIL "D" 25' 20 GA STUDS - 16" 01G EXISTING 4" CONCRETE SIDEWALK AND OR LANDSCAPING TO STAY (E) 6'X6'X14" GONG. PAD UNDER (E) PRE -CAST COLUMNS EXISTING PRECAST WALL (E) 1.25" WIDE PRECAST PANEL INSTALL LTT2OB ® 4 /G (E) TRUSS 5 0/G 18 1 4. T.O.P. EXISTING ROOF WFF3 BI O(.KINc EXISTING SECOND STORY FLOOR FRAMING - EXISTING SOFFIT LINE L NCE A PRO I 'EP 1 2 200 BUI City Of Tukwila EXISTING BUILDING FOUNDATION • 100' -0" FIN.FLR. 112' -01/4" 6 FIN.FLR. 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