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HomeMy WebLinkAboutPermit D11-163 - SAVERS / VALUE VILLAGE - AWNINGSAVERS/VALUE VILLAGE 16700 SOTJTHCENTER PY Dl 1-163 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 20643 l'-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049128 Address: 16700 SOUTHCENTER PY TUKW Suite No: Project Name: SAVERS/VALUE VILLAGE Permit Number: D11 -163 Issue Date: 06/29/2011 Permit Expires On: 12/26/2011 Owner: Name: PARKWAY SQUARE Address: C/0 ROSEN PROPERTIES , PO BOX 5003 98009 Contact Person: Name: BILL BOAD Address: PO BOX 8106 , LACEY WA 98509 Contractor: Name: CAPITOL SIGN & AWNING Address: PO BOX 8106 , LACEY WA 98509 Contractor License No: CAPITSA022B 1 Phone: 360 493 -6070 Phone: 360 493 -6070 Expiration Date: 01/29/2012 DESCRIPTION OF WORK: INSTALL 40' AWNING Value of Construction: $6,980.00 Fees Collected: $369.97 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-163 Printed: 06 -29 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N a Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N Date: Public: Non - Profit: N Public: I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie hether specified herein or not. The granting of this permit does not pr- e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: (4.2.,..2, ( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special doc: IBC -7/10 D11-163 Printed: 06 -29 -2011 inspection agency and shall be submitted t il e Building Official prior to and as a conditio `anal inspection approval. 7: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 8: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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 BENEATH THE AWNINGS.) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-163 Printed: 06 -29 -2011 i • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. LI91H)230 (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 (GI00 S4k -k (� _,,- - P L-Li 1 i Site Address: Tenant Name: !/ (- - j// // 4 9� - 1 New Tenant: le Yes ❑ ..No Property Owners Name: King Co Assessor's Tax No.: •014 — I I V1 Suite Number: Floor: Mailing Address: City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: 11; 11 itA Mailing Address: ' 4� bAS WOO Day Telephone: GC) 2_3 1 7b 1 1 City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: CP; $ \ s* `1ikk Akot.tll po e B of o dtc‘Y City Contact Person: ■ (I Bi D Ac ( e�P s; 711/4/ P Q�rS -f t 7 Contractor Registration Number: C A t T SA0 t-2 B E -Mail Address: (LA 96'foq Day Telephone: Fax Number: Expiration Date: State Zip 3100 s493-‘67 3rot 415934(c& ©l t ( �Z ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: (pc iNCti-%N9 T'o ox 11b 53 7 I Contact Person: V t ' tr 11 S E -Mail Address: G a-reft1 Cit 21) 83 7 l h City State Zip Day Telephone: 26s 871 O 2.D0 Fax Number: rL3bO ' 0 7 2 867 d H:\ Applications\Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIO'lT 206 -431 -3670 Valuation of Project (contractor's bid price): $ (P 80. 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): iLI 5''A r1 4/6 r I`'tu1 N 1;4 e/ Will there be new rack storage? ❑ Yes 0.. 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 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. H:\Applications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor rd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 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. H:\Applications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 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 Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 U ZED AGENT;i702 Signature: ( l( / ////����� Print Name: `R: L. 13044 Date: (o -e‘ Day Telephone: AO LS J- 70 9 7 Mailing Address: City State Zip Date Application Accepted: PX.clo��l� Date Application Expires: Staff Initials: (r' HAApplications\Porms- Applications On tine\2010 Applications \7 -2010 - Permit Application.doc Revised: 7.2010 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2623049128 Address: Suite No: Applicant: SAVERS/VALUE VILLAGE 16700 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -163 ISSUED 06/09/2011 06/29/2011 Receipt No.: Initials: User ID: R11 -02017 WER 1670 Payment Amount: $157.58 Payment Date: 09/14/2011 12:02 PM Balance: $0.00 Payee: BILL BOAD TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 120139 157.58 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 PLAN CHECK - NONRES 000.345.830 Total: $157.58 95.50 62.08 doc: Receiot -06 Printed: 09 -14 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.TukwilaWA.u,ov Parcel No.: 2623049128 Address: Suite No: Applicant: SAVERS /VALUE VILLAGE 16700 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -163 ISSUED 06/09/2011 06/29/2011 Receipt No.: Initials: User ID: Payee: R11 -02016 TLS 1670 Payment Amount: $63.00 Payment Date: 09/14/2011 11:48 AM Balance: $0.00 BDM ENTERPRISES INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 14790 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 09 -14 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049129 Permit Number: D11 -163 Address: 16840 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 06/09/2011 Applicant: SAVERS/VALUE VILLAGE Issue Date: Receipt No.: R11 -01173 Payment Amount: $369.97 Initials: JEM Payment Date: 06/09/2011 12:28 PM User ID: 1165 Balance: $0.00 Payee: BDM ENTERPRISES, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14652 369.97 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $369.97 221.50 143.97 4.50 doc: Receipt -06 Printed: 06 -09 -2011 •••• • r f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 us, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Tio Projst:A cfcts 0_, 41(.14_ Type pf 1spection: f— , Ar L ao: (4,.t, Address.:, Up /4.0 pArtAAJAIDate S 4. CAd: 14. pii_244 " Special Instructions: viceJr-is' •0 .53 - 3 to 2,.. 3 q- 7 ° M .E../( Date Wantedil dr ..... P.m. Requestec Phone No: 3le 0 -4513 - 40a70 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • Inspector: • • Da151 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • "r-I paid at 6300Southcenter Blvd.. Suite 100. Call to schedule reinspection. t � . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Vie (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 bit -/63 Project: CC At.) D /V►i czle VILLA Type of Inspection: 6, Fi ki A / ..- Address: (.a7()() GO CI PAr. u14 Date Called: - Special instructions: (1 7 -67-o7 Date Wanted: . Requester: Phone No: 2.6 PI - Sy I - x(31 Approved per applicable codes. Corrections required prior to approval: COMMENTS: ■ 1 1 1 C c° i4e1i CL1F i. - It •11 1'C' /D • } l NI A ( Le-H''✓ e�," 7-rS 11 L4 6 (tnn.v l v rl o-/a 1 ,.1 5-0 („...) S -I 0 h 0 IQ A P -1 0∎/ t QS tom ► 2) ,AC( tt O'er' ' —. pector Date: R IN ECTION FEE REQUIR D. Prior to nex inspection, fee must be p= id t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ►�. -.14 fYi -o71 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 Project: �) SAU Q`S V 141 U -+e /A 4 1 Type of Inspection: i r -L.. ct nl W 1-- Address: t . Suite #: (6-701 S. c , (Ji�w� - Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: r 1 S. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: //� tea.. Date: Q°(,tts% q Hrs.: • :1 • A • •:1 $100.00 REINSPECTION FEE ftEQUIRED:_.You yvill, receive an invoice from the City of Tukwila Finance Department. Call to schedule a `reThspection. Billing Address Attn: Company Name: Address: City: I State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit "8 DrI —Cg- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 0 /41 (it Sprinklers: Fire Alarm: - Typee,of Inspection: Monitor: Address: /00 b ,S- •C ., Su"ite #: kw y 1. Contact Person: Special Instructions: . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1. / u 6 (,a i, c 1,41e vN hoor 3 - fie C e SS . (e Pa vr% / Q y ' f �'e'eu- ci,4 -.t p Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ;74,1 sc-a— Date: e( /f (i i Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 '4 T.F.D. Form F.P. 113 r• • 74 • 11 •!i • • .rr . •4 .ti • INSPECTION NUMBER :8wctr -.: ,xk.:.:.��.d.M1.�-- iK3: % '°'- •- i+- 'y;..' • . -' INSPECTION RECORD Retain a copy with permit // -3 -4.3 7A' -f36- -N1== 1(03 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: v A. Imo- vi ti A j Type of �ectio Address: / ( -70 p Suite #: S- C. 061,-y s Contact Person: Special Instructions: Occupancy Type: Phone No.: . Approved per applicable codes. Corrections required prior to approval. r COMMENTS: /. Prim SP ewer ' avaor e 4 / / -kito boo& Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspector: A ca., Date: e V/ / Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: I Company Name: Address: City: I State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • ) . • BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 briggsengineering @msn.com Project Information Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Project Title : Idaho Electric Signs Description : Sign Structural Design I.D. : 110851 Address : Community Donation Center, Tukwila, WA Project Leader : Dean Briggs Phone : 208.871.0200 Fax :800.572.8870 Project Notes Community Donation Center - Awnings - 6-wide & 4' -wide. cOrt con Job # 110851 Printed: 11 SEP 2011, 8:41AM File: C: IARCHIVEWO- STANDARDStCALCULATIONSIENERCALCIData ∎Fileslies:ec6; • ENERCALC, INC. 19812011, Btiild:6:11:9:9 Ver:6 4-1:9:9 Licensee : BRIGGS. ENGINEERING, PLLC eMail : briggsengineering @msn. CODE FOR APPRovD COMPLIANCE SEP 2 1 2011 City BUILDING Tukvc•ila DIVISION RENEWS: 09/27/2013 REVISION N�k ((o3 RECEIVED SEP 141011 PERMIT CENTER BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 briggsengineering @msn.com Client Information : KW- 06006137 Client Company Address Phone Contact : Alternate Contact : Client Notes : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Idaho Electric Signs 6527 Supply Way, Boise, ID 83716 208.338.9401 Jeff Carico Rick Berry Fax :208.338.9409 Job # 110851 Printed' 11 SEP 2011, 8:41AM File: C: IARCHIVEUoc0- STANDARDSICALCULATIOHSIEPIERCALC Data Eileslies.ec6 .ENERCALC, INC.' 1983 =2011; Bind 6.1]'.9:9, V0:6:11:9.9 .: Licensee,: BRIGGS ENGINEERING, PLLC eMail : jeffc@iesign.com Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) ,871 -0200 FAX (800) 572 -8870 • bri sen ineerin' • msn.com Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Bldg Code Info Lic. # : KW= 06006137 Governing Code : City Jurisdiction : City of Ogden Contact Name : Alternate Contact : Building Official : Address : , , Phone : Notes : Wind 90 mph, Exposure C Fax : Job # #1044 Pnnted 26 MAY 2011, 9:46AM Rle: cA archiveboiktaodardstalcuIgon ;teriereate dga fileslles40, :., ENERCALC, INC. 1983= 20 11;. l3etld i6:115.10Nen61115:.10I1 Licensee : BRIGGS, ENGINEERING, PLLC eMail : BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 • briggsengineering@msn.com ASCE 7 -05 Seismic Factor Determination Description : Tukwilla, WA Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 & 110851 Printed: 11 SEP 2011, 8:35AM File: C: IARCHIVEbocaSTANDARDSICALCULAT1011StENERCALC 'Data`Eileslies:ec6•• ENERCALG"'INC. 1983201,1;7B'u'ild /1`9:9;iVer61711f. 9 Licensee : BRIGGS ENGINEERING, PLLC Occupancy Category Occupancy Category of Building or Other Structure : "II' : All Buildings and other structures except those listed as Category I, III, and IV Occupancy Importance Factor Ground Motion, Using USGS Database values Max. Ground Motions, 5% Damping : SS = 0.7105 g, 0.2 sec response S 1 = 0.2811 g, 1.0 sec response Site Class, Site Coeff. and Design Category 1 Calculations per ASCE 7 -05 ACSE 7 -05, Page 3, Table 1 -1 ACSE 7 -05, Page 116, Table 11.5-1 ASCE 7 -05 9.4.1.1 Longitude = Latitude = 122.300 deg West 42.482 deg North Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight -line interpolation from table values) Maximum Considered Eartquake Acceleration S MS = Fa * Ss SM1 =Fv'S1 Design Spectral Acceleration Fa Fv DS MS SD1 =S M1* 2/3 = D = 1.23 • 1.84 = 0.875 • 0.517 • 0.583 • 0.344 Seismic Design Category • D (SD1 is most severe ) Resisting System Basic Seismic Force Resisting System... Response Modification Coefficient " R " System Overstrength Factor " Wo " Deflection Amplification Factor " Cd " ASCE 7 -05 Table 20.3 -1 ASCE 7 -05 Table 11.4 -1 & 11.4 -2 ASCE 7 -05 Table 11.4 -3 ASCE 7 -05 Table 11.4 -4 ASCE 7 -05 Table 11.6 -1 ASCE 7 -05 Table 12.2 -1 Bearing Wall Systems Special reinforced concrete shear walls 5.00 Building height Limits : 2.50 Category "A & B" Limit: 5.00 Category "C" Limit Category "D" Limit Category "E" Limit: Category "F" Limit: NOTE! See ASCE 7 -05 for all applicable footnotes. No Limit No Limit Limit = 160 Limit = 160 Limit =100 Redundancy Factor Seismic Design Category of D, E, or F therefore Redundancy Factor " p " =1.3 Lateral Force Procedure Equivalent Lateral Force Procedure The "Eauivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7 -0512.8 Determine Building Period Structure Type for Building Period Calculation : All Other Structural Systems " Ct " value = 0.020 " x " value = 0.75 Ta' Approximate fundemental period using Eq. 12.8 -7 : "TL" : Long -period transition period per ASCE 7 -05 Maps 22 -15 -> 22 -20 " hn " : Height from base to highest level = " Cs " Response Coefficient S DS Short Period Design Spectral Response " R ' : Response Modification Factor " I " : Occupancy Importance Factor 25.0 ft ASCE 7 -05 Section 12.3.4 ASCE 7 -05 Section 12.8 Use ASCE 12.8 -7 Ta= Ct "(hn "x) = 0.224 sec 8.000 sec Building Period " Ta " Calculated from Approximate Method selected = 0.583 From Eq. 12.8-2, Preliminary Cs = 5.00 From Eq. 12.8 -3 & 12.8 -4 , Cs need not exceed = 1 From Eq. 12.8 -5 & 12.8 -6, Cs not be less than Cs : Seismic Response Coefficient = S Dd (Rll) = 0.224 sec ASCE 7 -05 Section 12.8.1.1 • 0.117 = 0.308 = 0.026 • 0.1167 Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 bnggsenqineering @msn.com ASCE 7-05 Sect 6.4, MWFRS:Simplified Forces Description : 85 mph, Exposure C Analytical Values V : Basic Wind Speed per Sect 6.5.4 & Figure 1 Roof Rise:Run Ratio Occupancy per Table 1 -1 Importance Factor per Sect. 6.5.5, & Table 6 -1 Exposure Category per 6.5.6.3, .4 & .5 Mean Roof height Lambda : per Figure 6.2, Pg 40 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 6.5.7.2 Design Wind Pressures Horizontal Pressures... Load Case # 1 ... Zone: A = Zone: B = Load Case # 2 ... Zone: A = Zone: B = Vertical Pressures . . Load Case # 1 ... Zone: E = Zone: F = Load Case # 2 ... Zone: E = Zone: F = Overhangs .. Load Case # 1 .. Zone: Eoh = Load Case # 2 ... Zone: Eoh = Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 Printed 1 JUN 2011, 5'41 PM File: c: IARCH1VE1xz0• STANDAROSICALCULATIONS\ENERCALC Data files\J ec6 ENERCALC, INC. 1983,2011, Build:6.11 :5.10;_Vet :6.11 :5 :10 Licensee :.BRIGGS ENGINEERING, PLLC Calculations per ASCE 7 -05 85.0 mph >7:12 II All Buildings and other structures except those listed as Category I, Ill, and IV 1.00 Exposure C 15.50 ft "Lambda' is interpolated between height tablular values. 1.22 360.0 ftA2 Net design pressure from table 1609.9.2.1(2) &(3) interpolated by area >27 to 45 degrees 10.0 psf 1.00 15.71 psf 10.72 psf 15.71 psf 10.72 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf Minimum Additional Load Case per 6.4.2.1.1 =10 PSF on entire vertical plane Zone: C = Zone: D = Zone: C = Zone: D = Zone: G = Zone: H = Zone: G = Zone: H = Zone: Goh = 12.42 psf 10.00 psf 12.42 psf 10.00 psf 10.00 psf -10.00 psf 10.00 psf -10.00 psf -10.00 psf Zone: Goh = -10.00 psf Component & Cladding Desi n Wind Pressures Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Design Wind Pressure = Lambda * Kzt " Importance * Ps30 per ASCE 7 -05 6.4.2.1 Eq 6 -1 Roof Zone 1 : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : 13.154 psf - 13.154 psf 13.154 psf - 15.834 psf 13.154 psf - 15.834 psf 12.411 psf - 13.751 psf 12.411 psf - 14.305 psf - 27.040 psf - 27.040 psf BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 • briggsengineering @msn.com 2 -D Frame Analysis Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Description : Awning 4' -wide Frame, Tukwilla Job # 110851 Printed' 11 SEP 2011, 8'41AM File: Ca ARCHIVE1bc 0STANDARDSICALCULATIONSIENERCALC Data FilesUes.ec6 ENERCALC,'I NC. 1983- 2011,16utld:6 :11.9 :9;Ve116 :111 :99 Licensee :BRIGGS ENGINEERING, PLLC. Joints... Joint Label Joint Coordinates X Y ft ft X Restraint Y Restraint Z Restraint 1 2 3 4 5 6 0.0 2.0 4.0 0.0 2.0 4.0 0.0 0.0 0.0 4.0 3.0 2.0 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Joint deg 9 Members... Member Label Property Label Endpoint Joints I Joint J Joint Member Length ft I End Releases X Y Z J End Releases X Y 1-2 1-4 2 -3 2 -5 3-6 4 -5 5-6 Chord Chord Chord Strut Chord Chord Chord 2 2 3 4 5 2 4 3 5 6 5 6 2.000 4.000 2.000 3.000 2.000 2.236 2.236 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Materials... Member Label Youngs ksi Density kcf Thermal in /degr Yield ksi 6063 -T52 Default Steel 10,100.00 1.00 29,000.00 1.000 0.000 0.490 0.000500 0.000000 0.000650 16.00 1.00 50.00 Member Sections... Prop Label Group Tag Material Area Depth Width box iyy AHHS 1x1x0.125 Strut 6063 -T52 0.4375 inA2 1.0 in 1.0 in 0.0570 inA4 0.0570 inA4 BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 briggsengineering @msn.com 2 -D Frame Analysis Lic. # KW= 06006137 Description : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Awning 4' -wide Frame, Tukwilla Job # 110851 Printed: 11 MP 2011. 8:41AM Flle: C: IARCHIVEboc0STANDARDS ICALCULATIONS\ENERCALC Data FilesVes ec6 :. :ENERCALC INC. 1983.2011 Bd1d 6:1,199, Ver 61Y199s1 Licensee : BRIGGS ENGINEERING, PLLC Member Sections... Prop Label Group Tag Material Area Depth Width bac lyy AHHS 2x1x0.125 Default Chord Group 6063 -T52 0.6875 inA2 Default 1.0 inA2 2.0 in 0.0 in 1.0 in 0.0 in 0.3320104 1.0 inA4 0.1050 inA4 1.0 inA4 Member Distributed Loads.... Joint Label Member Label 4- Load Direction C.Inhnl Y Load Extents Start ft Endo n l Et^rt M Dead 0 0040 Roof Live Load Magnitude Live Snow n 4n Seismic Wind Earth 1st 5-6 Global Y 3.0 0.0 3.0 a a End Mao : Start Mao : End Mag : 0.0040 0.0040 0.0040 0.10 0.10 0.10 Nll k/ft k/ft k/ft Load Combinations... Load Combination Description Group Multiplier +D +S+H +D+0.750L+0.750S+H +D+0.750L+0.750S+0.750W+H 1.0 1.0 1.0 Self Weight Factors X Y 1.0 -1.0 -1.0 Load Combination Factors Dead Roof Live Live Snow Seismic Wind Earth 1.0 1.0 0.750 0.750 1.0 0.750 0.750 1.0 0.750 1.0 1.0 1.0 Joint Displacements & Reactions by Load Combination : Joint Label LoadCombination Joint Displacements X Y in in Z Radians X k Joint Reactions Y k Z k -ft 1 +D +S+H 0.0 0.0 0.0 0.1108 0.1942 0.1815 2 +D +S4l -0.000383 -0.06179 0.0 0.0 0.0 0.2184 3 +D +S+H -0.000751 -0.07732 0.0 -0.04042 0.04360 -0.06275 4 +D +5+H 0.0 0.0 0.0 -0.1108 0.3491 0.2031 5 +D +S+H -0.03054 -0.06278 0.0 0.1063 -0.1063 0.1934 6 +D +S+H -0.03729 -0.07744 0.0 -0.03662 0.1220 -0.1093 1 +D+0.750L+0.750S+H 0.0 0.0 0.0 0.08759 0.1563 0.1435 2 +0+0.750L+0.750S+H -0.000303 -0.04877 0.0 -0.1372 0.1404 0.1726 3 +D+0.750L+0.750S+H -0.000593 -0.06113 0.0 0.0 0.0 -0.04969 4 +D+0.750L+0.750S+H 0.0 0.0 0.0 -0.08759 0.2752 0.1594 5 +D+0.750L+0.750S+H - 0.02409 -0.04952 0.0 0.003522 -0.005283 0.1529 6 +0+0.750L+0.750S+H - 0.02948 -0.06122 0.0 0.08407 -0.08407 -0.08531 1 +0+0.750L+0.750S+0.750W+H 0.0 0.0 0.0 0.08759 0.1563 0.1435 2 +D+0.750L+0.750S+0.750W+H -0.000303 -0.04877 0.0 0.05696 -0.001241 0.1726 3 +0+0.750L+0.7505+0.750W+H -0.000593 -0.06113 0.0 - 0.1372 0.1404 -0.04969 4 +0+0.750L+0.750S+0.750W+H 0.0 0.0 0.0 -0.08759 0.2752 0.1594 5 +D+ 0.750L+0.750S+0.750W+H -0.02409 -0.04952 0.0 0.1529 6 +0+0.750L+0.750S+0.750W+H -0.02948 -0.06122 0.0 -n nR5l1 Extreme End Forces by Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear k k Moment k4t Joint " J " End Forces Axial Shear k k Moment k -ft 1 -2 +D +5+H 0.1108 0.1846 0.1815 -0.1108 -0.1751 0.1783 1-4 +D +S+H 0.009549 0.0 0.0 0.009549 0.0 0.0 2 -3 +D +S+H 0.1063 0.04997 0.04678 -0.1063 -0.04042 0.04360 2 -5 +13+5+1-I 0.1251 -0.004465 -0.006698 -0.1160 0.004465 -0.006698 3-6 +D +S+H 0.04042 -0.1063 -0.1063 -0.03087 0.1063 -0.1063 4 -5 +D +S+H -0.2510 0.2542 0.2031 0.1422 -0.03662 0.1220 5-6 +D +S+H -0.1901 0.1424 0.07811 0.08131 0.07517 -0.002965 1 -2 +D+0.750L+0.750S+H 0.08759 0.1467 0.1435 -0.08759 -0.1372 0.1404 1-4 +D+0.750L+0.750S+H 0.009549 0.0 0.0 0.009549 0.0 0.0 2 -3 +D+0.750L+0.750S+H 0.08407 0.04075 0.03756 -0.08407 -0.03120 0.03438 2 -5 +D+0.750L+0.750S+H 0.09644 -0.003522 -0.005283 -0.08732 0.003522 -0.005283 3-6 +D+0.750L+0.750S+H 0.03120 -0.08407 - 0.08407 -0.02165 0.08407 -0.08407 4 -5 +D+0.750L+0.750S+H -0.1972 0.1985 0.1594 0.1134 -0.03091 0.0970 5-6 +D+0.750L+0.750S+H -0.1493 0.1106 0.06120 0.06551 0.05696 -0.001241 1 -2 +D+0.750L+0.750S+0.750W+H 0.08759 0.1467 0.1435 -0.08759 - 0.1372 0.1404 1-4 +D+0.750L+0.7505+0.750W+H 0.009549 0.0 0.0 0.009549 n n n n BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 • briggsengineering@msn.com 2 -D Frame Analysis Description : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Awning 4' -wide Frame, Tukwilla Job # 110851 Pnnted 11 SEP 2011, 8•41AM File: C: IARCHIVEIn0STANDARDSICALCULATIONMENERCALC Oata'Fdeslies.ec6r ' ENERCALC, INC. 19832011 ,.Build:6.11.9.9 ;.Ver61,1h9.9 Licensee : BRIGGS ENGINEERING, PLLC Extreme End Forces by Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear Moment k k k ft Joint " J " End Forces Axial Shear Moment k k k -ft 2 -3 2 -5 3-6 4 -5 5-6 +D+0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.750W+H 0.08407 0.09644 0.03120 -0.1972 -0.1493 0.04075 -0.003522 -0.08407 0.1985 0.1106 0.03756 - 0.005283 - 0.08407 0.1594 0.06120 -0.08407 -0.08732 -0.02165 0.1134 0.06551 -0.03120 0.003522 0.08407 - 0.03091 0.05696 0.03438 -0.005283 -0.08407 0.0970 -0.001241 Extreme Member Forces Only Load Combinations glv'ng maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint 1 -2 0.1108k 0.0 ft 0.1815 k -ft 0.0 ft 0.1846 k 0.0 ft Max +D +S +If +D +S +H +D +S +H 0.08759k 0.0 ft -0.1783 k -ft 2.0 ft 0.1372 k 2.0 ft Min +D +0 750L+0.750S+H +D+S +H +0 +0.750L +0.750S +H 1-4 0.009549 k 0.0 ft 0.0 k -ft 0.0 ft 0.0 k 0.0 ft Max +D +S +H +04S +H +D +S +H -0.009549 k 4.0 ft 0.0 k -ft 0.0 ft 0.0 k 0.0 ft Min +D+0 750L+0 750S+H +D +S +H +D +S +H 2 -3 0.1063k 0.0 ft 0.04678 k -ft 0.0 ft 0.04997 k 0.0 ft Max +D +S +H +D +S +H +D +S +H 0.08407k 0.0 ft -0.04360 k -ft 2.0 ft 0.03120 k 2.0 ft Min +D +O 750L +0 750S 4 H +D +S +H +D+0.750L +0.750S +H 2 -5 0.1251k 0.0 ft 0.006698 k -ft 3.0 ft -0.003522 k 0.0 ft Max +D +S +H +D+S +H +D +0.750L +0.750S +H 0.08732k 3.0 ft -0.006698 k -ft 0.0 ft -0.004465 k 0.0 ft Min +D +0.750L +0 750S +H +D+S +H +D +S +H 3-6 0.04042k 0.0 ft 0.1063 k -ft 2.0 ft -0.08407 k 0.0 ft Max +D +S +H +D +S +H +D+0.750L +0.750S +H 0.02165k 2.0 ft -0.1063 k -ft 0.0 ft -0.1063 k 0.0 ft Min +D +0750L +0.750S +H +D +S +H +D +S +H 4 -5 -0.1134k 2.236 ft 0.2031 k -ft 0.0 ft 0.2542 k 0.0 ft Max +0+0 750L+0 750S+H +D +S +H +D +S +H -0.2510 k 0.0 ft -0.1220 k -ft 2.236 ft 0.03091 k 2.236 ft Min +D +S +H +D +S +H +D +0.750L +0.750S +H 5-6 -0.06551k 2.236 ft 0.07811 k -ft 0.0 ft 0.1424 k 0.0 ft Max +D +0 750L +0 750S +H +D+S +H +D +S +H -0.1901k 0.0 ft -0.02607 k -ft 1.460 ft -0.07517 k 2.236 ft Min +D +S +I! +D +S +H +D +S +H BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 briggsengineeringt msn.com 2 -D Frame Analysis Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Description : Awning 6' -wide Frame, Tukwilla Job # 110851 Punted 11 SEP 2011, 8:41AM Fife: C:IARCHIVE1m0, STANDARDS\ CALCULATi0NS1ENERCALC . Data :Ftles1ie .e66 • ENERCALC,1NC.19832011; Bliild:6.119_9, Ver :6t1i119 9 Licensee :_BRIGGS ENGINEERING, PLLC Joints... Joint Label Joint Coordinates X Y ft ft 1 2 3 4 5 6 0.0 0.0 3.0 0.0 6.0 0.0 0.0 4.0 3.0 3.0 6.0 2.0 X Restraint Fixed Fixed Y Restraint Fixed Fixed Z Restraint Fixed Fixed Fixed Fixed Fixed Fixed Joint deg 9 0 0 0 0 0 0 Members... Member Label Property Label Endpoint Joints I Joint J Joint Member Length ft I End Releases X Y Z J End Releases X Y Z 1-2 1-4 2 -3 2 -5 3-6 4 -5 5-6 Chord Chord Chord Strut Chord Chord Chord 2 2 3 4 5 2 4 3 5 6 5 6 3.000 4.000 3.000 3.000 2.000 3.162 3.162 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Materials... Member Label Youngs ksi Density kcf Thermal in /degr Yield ksi 6063 -T52 Default Steel 10,100.00 1.00 29,000.00 1.000 0.000 0.490 0.000500 0.000000 0.000650 16.00 1.00 50.00 Member Sections... Prop Label Group Tag Material Area Depth Width lxx IYY AHHS 1x1x0.125 Strut 6063 -T52 0.4375 inA2 1.0 in 1.0 in 0.0570104 0.0570 inA4 BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 bri sen ineerin • msn.com • • • Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110851 Printed: 11 SEP 2011, 8:41 AM 2 -D Frame Analysis Description : Awning 6-wide Frame, Tukwilla File: C: V{ RCH1VEGoa; STANDARDStCALCJiATI0NSIENERCALC Data Fileslies.ec6 • ;ENERCALC, INC. 1983: 2011 ;Build:6.11,9:9 „Verfi?,1;1199_ ..; Licensee :, BRIGGS 'ENGINEERING; PLLC- Member Sections... Prop Label Group Tag Material Area Depth Width ha lyy AHHS 2x1x0.125 Default Chord Group 6063 -T52 Default 0.6875 inA2 1.0 inA2 2.0 in 0.0 in 1.0 in 0.0 in 0.3320 inA4 1.0 inA4 0.1050 inA4 1.0 inA4 Member Distributed Loads.... Joint Label Member Label 4-5 Load Direction Clnhnl Y Load Extents Start En ft do 0 , Dead a nnaa Roof Live Load Magnitude Live Snow n 1n Seismic Wind Earth It Ace 5-6 Global Y 3.0 0.0 3.0 End Map : Start Mad : End Map : 0.0040 0.0040 0.0040 0.10 0.10 0.10 NI{ k/ft k/ft k/ft Load Combinations... Load Combination Description Group Multiplier +D +S+H +D+0.750L+0.750S+H +D+0.750L+0.750S+0.750W+H 1.0 1.0 1.0 Self Weight Factors X Y 1.0 -1.0 -1.0 Load Combination Factors Dead Roof Live Live Snow Seismic Wind Earth 1.0 1.0 0.750 0.750 1.0 0.750 0.750 1.0 0.750 1.0 1.0 1.0 Joint Displacements & Reactions by Load Combination : Joint Label LoadCombination Joint Displacements X Y in in Z Radians X k Joint Reactions Y k Z k -ft 0)01 A co N— 0)U) A W tV- 0)01AWIV- +D +S+H 0.0 0.0 0.0 0.2860 0.2356 0.3319 +D +S+H -0.001483 -0.2538 0.0 0.009549 0.0 0.3733 +D +S+H -0.002903 -0.3025 0.0 0.06665 -0.2740 -0.2145 +D +S+H 0.0 0.0 0.0 -0.2860 0.4850 0.3982 +D +S+H -0.08291 -0.2551 0.0 0.03488 - 0.2740 0.3531 +D +S+H - 0.09703 -0.3026 0.0 +D +S+H -0.4217 -0.3010 +D+0.750L+0.750S+H 0.0 0.0 0.0 0.2259 0.1893 0.2624 +D+0.750L+0.750S+H -0.001171 -0.2001 0.0 -0.02704 1 -2 0.2949 +D+0.750L+0.750S+H -0.002293 -0.2389 0.0 -0.1654 0.2552 - 0.1697 +D+0.750L+0.750S+H 0.0 0.0 0.0 -0.2259 0.3813 0.3123 +D+0.750L+0.750S+H - 0.06534 -0.2010 0.0 0.05387 -0.2164 0.2789 +D+0.750L+0.750S+H -0.07663 -0.2390 0.0 -0.009502 -0.01425 -0.2356 +D+0.750L+0.750S+0.750W+H 0.0 0.0 0.0 0.2259 0.1893 0.2624 +D+0.750L+0.750S+0.750W+H -0.001171 -0.2001 0.0 +D+0.750L+0.750S+H -0.3319 0.2949 +D+0.750L+0.750S+0.750W+H -0.002293 -0.2389 0.0 5-6 +D+0.750L+0.750S+H -0.1697 +D+0.750L+0.750S+0.750W+H 0.0 0.0 0.0 -0.2259 0.3813 0.3123 +D+0.750L+0.750S+0.750W+H -0.06534 -0.2010 0.0 -0.1654 0.2552 0.2789 +D+0.750L+0.750S+0.750W+H -0.07663 -0.2390 0.0 0.009549 0 0 -n 235a Extreme End Forces by Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear k k Moment kit Joint " J " End Forces Axial Shear k k Moment k -ft 1 -2 +D +S+H 0.2860 0.2260 0.3319 -0.2860 - 0.2117 0.3247 1-4 +D +S+H 0.009549 0.0 0.0 0.009549 0.0 0.0 2 -3 +D +S+H 0.2740 0.04921 0.06665 -0.2740 -0.03488 0.05949 2 -5 +D +S+H 0.1625 - 0.01206 -0.01809 -0.1534 0.01206 -0.01809 3-6 +D +S+H 0.03488 - 0.2740 -0.2740 -0.02534 0.2740 -0.2740 4 -5 +D +S+H -0.4217 0.3606 0.3982 0.3183 - 0.05030 0.2275 5-6 +D +S+H -0.3553 0.1996 0.1437 0.2519 0.1107 -0.02704 1 -2 +D+0.750L+0.750S+H 0.2259 0.1797 0.2624 -0.2259 -0.1654 0.2552 1-4 +D+0.750L+0.750S+H 0.009549 0.0 0.0 0.009549 0.0 0.0 2 -3 +D+0.750L+0.750S+H 0.2164 0.04069 0.05387 -0.2164 -0.02637 0.04671 2 -5 +D+0.750L+0.750S+H 0.1247 -0.009502 -0.01425 -0.1156 0.009502 -0.01425 3-6 +D+0.750L+0.750S+H 0.02637 - 0.2164 -0.2164 -0.01682 0.2164 -0.2164 4 -5 +D+0.750L+0.750S+H -0.3319 0.2813 0.3123 0.2521 -0.04213 0.1808 5-6 +D+0.750L+0.750S+H -0.2797 0.1548 0.1123 0.20 0.08438 -0.01921 1 -2 +D+0.750L+0.750S+0.750W+H 0.2259 0.1797 0.2624 - 0.2259 -0.1654 0.2552 1-4 +D+0.750L+0.750S+0.750W+H 0.009549 0.0 0.0 0.009549 0 0 0 0 BRIGGS ENGINEERING, INC. 1800 W. OVERLAND, RD, BOISE ID PO BOX 140537, BOISE, ID 83714 VOICE; 208.871.0200 FAX: 800.572.8870 • briggsengineering @msn.com 2 -D Frame Analysis Description : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Awning 6-wide Frame, Tukwilla Job # 110851 Printed 11 SEP 2011, 8:41AM File: C:IARCHIVEIx STANDARDSICALCULATlONSIENERCALQ Data Fileslies:ec6 ENERCALC, INC. 19832011, Build :6:11:9 :9 ;Vir:6:1.t :9 :9 • Licensee BRIGGS ENGINEERING, PLLC Extreme End Forces by Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear Moment k k k -ft Joint " J " End Forces Axial Shear Moment k k k -ft 2 -3 2 -5 3-6 4 -5 5-6 +D+ 0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.750W+H +D+0.750L+0.7505+0.750W+H +D+0.750L+0.750S+0.750W+H 0.2164 0.1247 0.02637 -0.3319 -0.2797 0.04069 -0.009502 -0.2164 0.2813 0.1548 0.05387 - 0.01425 - 0.2164 0.3123 0.1123 -0.2164 -0.1156 -0.01682 0.2521 0.20 -0.02637 0.009502 0.2164 - 0.04213 0.08438 0.04671 -0.01425 -0.2164 0.1808 -0.01921 Extreme Member Forces Only Load Combinations glv'ng maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint 1 -2 0.2860 k 0.0 ft 0.3319 k -ft 0.0 ft 0.2260 k 0.0 ft Max +D +S +H +0 +S +H +D+S +H 0.2259 k 0.0 ft -0.3247 k -ft 3.0 ft 0.1654 k 3.0 ft Min +D +0.750L +0 750S +H +D +S +H +D +0.750L +0.750S +H 1-4 0.009549 k 0.0 ft 0.0 k -ft 0.0 ft 0.0 k 0.0 ft Max +DiS +H +D +S +H +D +S +H -0.009549 k 4.0 ft 0.0 k -ft 4.0 ft 0.0 k 0.0 ft Min +D +0 750L +0.750S +H +D +S +H +D +S +H 2 -3 0.2740 k 0.0 ft 0.06665 k -ft 0.0 ft 0.04921 k 0.0 ft Max +D +S +H +D +S +H +D +S +H 0.2164 k 0.0 ft -0.05949 k -ft 3.0 ft 0.02637 k 3.0 ft Min +04 0 750L40 750S+ H +D +S +H +D+O 750L +0.750S +H 2 -5 0.1625k 0.0 ft 0.01809 k -ft 3.0 ft -0.009502 k 0.0 ft Max +D +S +H +D+S +H +D +0 750L +0.750S +H 0.1156k 3.0 ft -0.01809 k -ft 0.0 ft -0.01206 k 0.0 ft Min +D+0 750L+0 750S +H +D +S +H +D +S +H 3-6 0.03488k 0.0 ft 0.2740 k -ft 2.0 ft -0.2164 k 0.0 ft Max +D +S +H +D +S +H +D+0.750L +0 750S +H 0.01682 k 2.0 ft -0.2740 k -ft 0.0 ft -0.2740 k 0.0 ft Min +D +0 750L +0 750S +H +D +S +H +D +S +H 4 -5 -0.2521k 3.162 ft 0.3982 k -ft 0.0 ft 0.3606 k 0.0 ft Max +0 +0 750E +0.750S +H +D +S +H +D +S +H -0.4217k 0.0 ft -0.2275 k -ft 3.162 ft 0.04213 k 3.162 ft Min +D +S+ H +D +S +H +D +0.750L +0 750S +H 5-6 -0.20k 3.162 ft 0.1437 k -ft 0.0 ft 0.1996 k 0.0 ft Max +0+0.150L +07505 +H +D +S +H +D +S +H -0.3553k 0.0 ft -0.04942 k -ft 1.936 ft -0.1107 k 3.162 ft Min +D +S +fi +D +S +H +D +S +H Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 • bnggsengineering@msn.com Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : General Section Property Calculator Job # 110642 Printed: 2 SEP 2011, 1:07PM File: C: IARCHIVEWO- STANDARDSICALCULATIONS1ENERCALGJDatafileslies ec6. • ENERCALC, INC. 1983.2011,_Build :6:19.6.23, Ver6'1i16.23 Lic. # KW- 06006137 " ° , ; •''' '° Licensee : BRIGGS ENGINEERING, PLLC Description : AHHS 2x1x0.125 Final Section Properties Total Area 0.6875 inA2 Calculated final C.G. distance from Datum : X cg Dist. : 0.50 in Y cg Dist. : 1.0 in Edge Distances from CG. : +X 0.50 in -X • -0.50 in +Y • 1.0 in -Y -1.0 in lxx = 0.3317 inA4 IYY = 0.1051 inA4 Sxx : - Y 0.3317 inA3 Sxx: +Y 0.3317inA3 Syy : - X 0.2103 inA3 Syy : +X : 0.2103 inA3 r xx 0.6946 in r YY 0.3911 in General Shapes CO 11 Co Tube : #1 Xcg = 0.500 in Total Height = 2.000in Total Width = Right Thickness = 0.125in Bottom Thickness = Area = 0.688 inA2 lxx = 0.332 inA4 Sxx = lyy = 0.105 inA4 Syy = Ycg = 1.000 in Rotation = 1.000in Left Thickness = 0.125in Top Thickness = 0.332 inA3 R)o = 0.210 inA3 Ryy = 0 dec CCW 0.125 in 0.125 in 0.695 in 0.391 in Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208)871 -0200 FAX (800) 572 -8870 ' briggsengineering @msn.com General Section Property Calculator :KW 06006137,.;...` Description : AHHS 1x1x0.125 Final Section Properties Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 & 110851 Printed 2 SEP 2011, 131PM File: C: IARCHIVEWO- STANDARDSICALCULATIONSIENERCALCIData Files les.ec6 ENERCALC, INC. 1983-2011; Build:6.11 :6.23, Ven6.11:6.23 Licensee : BRIGGS ;ENGINEERING, PLLC Total Area 0.4375 inA2 Calculated final C.G. distance from Datum : X cg Dist. : 0.50 in Y cg Dist. : 1.0 in Edge Distances from CG. : +X 0.50 in -X -0.50 in +Y 0.50 in -Y : -0.50 in Ixx = : 0.05697 inA4 lyy = 0.05697 inA4 Sxx: - Y 0.1139inA3 Sxx : +Y 0.1139 inA3 Syy: - X 0.1139inA3 Syy : +X 0.1139 inA3 rxx r yy General Shapes Tube : #1 0.3608 in 0.3608 in Ca CI CO Xcg = 0.500 in Total Height = 1.000in Total Width = Right Thickness = 0.125 in Bottom Thickness = Area = 0.438 inA2 lxx = 0.057 iO4 Sxx = lyy = 0.057 inA4 Syy = Ycg = 1.000 in Rotation = 1.000in Left Thickness = 0.125in Top Thickness = 0.114 inA3 Rxx = 0.114 inA3 Ryy = 0 dec CCW 0.125 in 0.125in 0.361 in 0.361 in ° Boise's Only Full Service _ Sign Company! THIS IS AN UNPUBLISHED DRAWING /DESIGN SUBMITTED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SIGNS, INC. AND IS NOT TO BE REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF IDAHO ELECTRIC SIGNS, INC. THE COLORS DEPICTED IN THIS DRAWING ARE TO ASSIST YOU IN VISUALIZING OUR PROPOSAL AND MAY NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. REVISIONS: 0 28' -0" 14' -0" 14' -0" SEPARATE PERMIT REQUIRED FOR: 1St Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION COPYRIGHT © 2011 SKETCH # FILE: BREDE/W 1 173 TUKWILA,PLT DATE: 8 -23 -1 1 CUSTOMER: SAVERS JOB LOCATION: TUKWILA, WA SALES: JEFF DESIGNER: '.QE., 3' -6" SECTION (A) 3' -6" 3' -6" 3' -6" 3'-41/2" SECTION (B) 3' -41/2" 3' -41/2" 3'- 101/2' I 2" X 1" TUBE —I 1" SQ. TUBE —* 2 "X1 "TUBE AWNING FRAMEWORK FOR THE WEST ELEVATION SCALE %11 =1' -0" 3' -4" 10' -0" SECTION (C) 3' -4 3' -4" AWNING FRAMEWORK FOR THE SOUTH ELEVATION SCALE %" =1 ' -0" 3/16" V (TYPICAL UNLESS OTHERWISE SPECIFIED) ALUMINUM FRAME - FABRICATED FROM ALUMINUM TUBE. ASTM# B221 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan subm'ttlt and may include additional plan review fees. I —off- - 1" SQ. TUBE 1" SQ. TUBE --' RENEWS: 09/27/2013 1" SQ. TUBE C Z CLIP - 2 "X 1 "TUBE ATTACHMENT DETAIL 3/4" =1' -0" o ° ° WELDED PLATE WITH THRU BOLT TO BACKING IRON BLOCK WALL TWO LAMP CONTINUOS FIXTURE DISCONNECT SWITCH 71,_ 3/8" x 3" NON - CORROSIVE ° I BOLT TO LEAD MASONRY ANCHOR Q z 0 w z 0 U w V) 31-11" 0 CV 0 0 CV REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2011 City of U cwiia BUILDIN /ISION LE Copy 11-\ -a kjilinv approval is subOct to sins err! =Won mid r ofl onntructiori documents does lot az& .79 latiOn of any adopted coda or on 3%41 " Reld and conditions is a clan, gAs Sao+ Z3 Zc City Of lbkwila BUILDING DIVISION TOP VIEW 3/16 " =1' -0" 31-11" 1 0' -0" SECTION (C) REVISION N0.? ���_ j�3 RECEIVED SEP 14 2011 PERMIT CENTER 2 "X 1 " TUBE 1 1" SQ. TUBE i ■ 2 "X1 " TUBE -, AWNING FRAMEWORK FOR THE SOUTH ELEVATION SCALE %" =1 ' -0" 3/16" V (TYPICAL UNLESS OTHERWISE SPECIFIED) ALUMINUM FRAME - FABRICATED FROM ALUMINUM TUBE. ASTM# B221 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan subm'ttlt and may include additional plan review fees. I —off- - 1" SQ. TUBE 1" SQ. TUBE --' RENEWS: 09/27/2013 1" SQ. TUBE C Z CLIP - 2 "X 1 "TUBE ATTACHMENT DETAIL 3/4" =1' -0" o ° ° WELDED PLATE WITH THRU BOLT TO BACKING IRON BLOCK WALL TWO LAMP CONTINUOS FIXTURE DISCONNECT SWITCH 71,_ 3/8" x 3" NON - CORROSIVE ° I BOLT TO LEAD MASONRY ANCHOR Q z 0 w z 0 U w V) 31-11" 0 CV 0 0 CV REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2011 City of U cwiia BUILDIN /ISION LE Copy 11-\ -a kjilinv approval is subOct to sins err! =Won mid r ofl onntructiori documents does lot az& .79 latiOn of any adopted coda or on 3%41 " Reld and conditions is a clan, gAs Sao+ Z3 Zc City Of lbkwila BUILDING DIVISION TOP VIEW 3/16 " =1' -0" 31-11" 1 0' -0" SECTION (C) REVISION N0.? ���_ j�3 RECEIVED SEP 14 2011 PERMIT CENTER ► Boise's Only Full Service Sign Company! THIS IS AN UNPUBLISHED DRAWING /DESIGN SUBMITTED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SIGNS, INC. AND IS NOT TO BE REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF IDAHO ELECTRIC SIGNS, INC. THE COLORS DEPICTED IN THIS DRAWING ARE TO ASSIST YOU IN VISUALIZING OUR PROPOSAL AND MAY NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. COPYRIGHT © 2011 SKETCH # FILE: BREDENV 1 173 TUKWILA.PLT DATE: 8 -23 -11 CUSTOMER: SAVERS JOB LOCATION: TUKWILA, WA SALES: JEFF DESIGNER:150w. 28' -0" 14' -0" SECTION (A) 14' -0" SECTION (B) 3' -11" O WEST ELEVATION VIEW SCALE %"= l'-0" 131-11" 3'-11" 10' -0" SECTION (C) ® SOUTH ELEVATION VIEW SCALE %" =1' -0" NOTES: AWNING FRAMEWORK- FABRICATED FROM ALUMINUM TUBE. AWNING COVER - WHITE AWNING MATERIAL OVERLAID WITH OLIVE GREEN TRANSLUCENT VINYL (ARLON 112) AWNING ILLUMINATION - TWO LAMP FIXTURES MOUNTED TO BACK OF FRAMEWORK. LAMP AWNING ENDS. EGG CRATE - STANDARD WHITE EGG CRATE MOUNTED IN THE BOTTOM OF AWNING. INSTALLATION - AWNINGS ARE MOUNTED TO WALL USING THRU BOLT TO BACKING IRON AND Z- CLIPS. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2011 tY of Tukwila CI BUILDING DIVISION 3'-11" O Rt 3' -11" END VIEW % " =1' -0" TOP VIEW 3/16 " =1' -0" 10' -0" SECTION (C) 13' -1 l" RECER'Fr SEP 14 PERMIT'CENTE Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering @msn.com Project Information Lic # :. :XVV -06006137 Project Title : Idaho Electric Signs Description : Sign Structural Design I.D. : 110642 & 110851 Address : Community Donation Center, Tukwila, WA Project Leader : Dean Briggs Phone : 208.871.0200 Project Notes Community Donation Center - Awning Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 Pnnted 2 SEP 201', ' 30PM File: C: IARCHIVEIxxO- STANDARDSICALCULATIONSIENERCALC Data Fileslies.ecE ENERCALC, INC. 1983.2011. Build:6.11.6.23, Ver..6.11.6.2; Licensee'``BRIGGStENGINEERING PLIC, Fax :800.572.8870 eMail : briggsengineering @msn. FILE COPY Permit No. Expires 09/27/2011 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 09 2011 City of Tukwila BUILDING DIVISION cARNALA REVISION NO. _ L SEP 0 6 2011 PERMIT CENTER IN I I r Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com Client Information Lic. # : KW- 06006137 Client Company Address Phone Contact Alternate Contact Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : : Idaho Electric Signs : 6527 Supply Way, Boise, ID : 208.338.9401 : Jeff Carico : Rick Berry Client Notes : 83716 Fax :208.338.9409 Job # 110642 & 110851 Frirtetl. 2.S P 2011 1 37 M File: GV4RCHIVEliotO- STANDARDS \CALCULATIONS\ENERCALC Data Ras tes,ece ENERCALC, INC ,;1983 - 2011, Build:811.9':23, Ver.8.11.0.2i Licensee : BRIGGS ENGINEERING, PLLC eMail : jeffc @iesign.com Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com ASCE 7 -05 Seismic Factor Deter Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Lic. # : KW- 06006137 Description : Tukwilla, WA Job # 110642 Printe0. I .11.1N 2011, 54'PM File: c :\ARCHIVE xxO- STANDARDS\CALCULATlONS\ENERCA C Data Fllestles.ece ENERCALC, INC. 1983 -2011, Build:8.11.5,10, Vee8.11.5.1t Licensee: BRIGGS ENGINEERING, PLLC Occupancy Category Occupancy Category of Building or Other Structure : "II" : All Buildings and other structures except those listed as Category I, Ill, and IV Occupancy Importance Factor Ground Motion, Using USGS Database values Max. Ground Motions, 5% Damping : SS S 1 = 0.2811 g, 1.0 sec response Calculations per ASCE 7 -05 ACSE 7 -05, Page 3, Table 1 -1 ACSE 7 -05, Page 116, Table 11.5 -1 ASCE 7-05 9.4.1.1 0.7105 g, 0.2 sec response Longitude = Latitude = Site Class, Site Coeff. and Design Category Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa & Fv Fa = 1,23 (using straight -line interpolation from table values) Fv = 1,84 Maximum Considered Eartquake Acceleration S MS = Fa * Ss = 0.875 SM1 =Fv *S1 = 0.517 122.300 deg West 42.482 deg North Design Spectral Acceleration S DS S MS* 2/3 = 0.583 SD1 =S M1 * 213 0.344 Seismic Design Category = D (501 is most severe) Resisting System ASCE 7 -05 Table 20.3 -1 ASCE 7 -05 Table 71.4 -1 & 11.4 -2 ASCE 7 -05 Table 11.4 -3 ASCE 7-05 Table 11.4 -4 ASCE 7 -05 Table 11.6 -1 ASCE 7 -05 Table 72.2 -1 Basic Seismic Force Resisting System ... Response Modification Coefficient " R System Overstrength Factor ' Wo Deflection Amplification Factor " Cd Bearing Wall Systems Special reinforced concrete shear walls NOTE? See ASCE 7 -05 for all applicable footnotes. 5.00 2.50 5.00 Building height Limits : Category 'A & B' Limit: Category "C" Limit: Category "D" Limit: Category "E" Limit: Category "F' Limit Redundancy Factor Seismic Design Category of D, E, or F therefore Redundancy Factor " p " = 1.3 Lateral Force Procedure No Limit No Limit Limit = 160 Limit = 160 Limit = 100 ASCE 7.05 Section 12.3.4 ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7- 0512.8 Determine Building Period Use ASCE 12.8 -7 Structure Type for Building Period Calculation : All Other Structural Systems " Ct " value = 0.020 " hn " : Height from base to highest level = 25.0 ft x " value = 0.75 " Ta " Approximate fundemental period using Eq. 12.8 -7 : Ta = Ct * (hn A x) = 0.224 sec "TL" : Long - period transition period per ASCE 7 -05 Maps 22 -15 -> 22 -20 8.000 sec Building Period ' Ta ' Calculated from Approximate Method selected = 0.224 sec " Cs " Response Coefficient S DS: Short Period Design Spectral Response " R " : Response Modification Factor I " : Occupancy Importance Factor ASCE 7 -05 Section 128.1.1 = 0.583 From Eq. 12.8 -2, Preliminary Cs = 5.00 From Eq. 12.8 -3 & 12.8 -4 , Cs need not exceed = 1 From Eq. 12.8 -5 & 12.8 -6, Cs not be less than Cs : Seismic Response Coefficient = S Ds/ (Rip 0.117 0.308 0.026 0.1167 Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com ASCE 7 -05 Sect 6.4, MWFRS :Simplified Forces Lie. # : KW- 06006137 Description : 85 mph, Exposure C Analytical Values V: Basic Wind Speed per Sect 6.5.4 & Figure 1 Roof Rise:Run Ratio Occupancy per Table 1 -1 Importance Factor per Sect. 6.5.5, & Table 6-1 Exposure Category per 6.5.6.3, .4 & .5 Mean Roof height Lambda : per Figure 6.2, Pg 40 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 6.5.7.2 Design Wind Pressures Horizontal Pressures .. . Load Case # 1 ... Zone: A = Zone: B = Load Case # 2 . . Zone: A = Zone: B = Vertical Pressures .. Load Case # 1 . . Zone: E = Zone: F = Load Case # 2 . . Zone: E = Zone: F = Overhangs .. . Load Case # 1 ... Zone: Eoh = Load Case # 2 .. . Zone: Eoh = Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 Prmtxi: i.31IN201I, 5:4 !PM File: c V4RCHlV x0. 3TANQARDS \CAf.Cl1LATIONS\ENERCALC Data Files\ies.ec8: ENERCALC, INC. 1983-2011, Build :0.11.5.10, Ver:6.11.5.1C Licensee : BRIGGS ENGINEERING, PLLC Calculations per ASCE 7 -05 85.0 mph >7:12 II All Buildings and other structures except those listed as Category I, III, and IV 1.00 Exposure C 15.50 ft 1.22 360.0 ftA2 >27 to 45 degrees 10.0 psf 1.00 "Lambda" is interpolated between height tablular values. Net design pressure from table 1609.9.2.1(2) &(3) interpolated by area Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane 15.71 psf 10.72 psf 15.71 psf 10.72 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf Zone: C = Zone: D = Zone: C = Zone: D = Zone: G = Zone: H = Zone: G = Zone: H = Zone: Goh = 12.42 psf 10.00 psf 12.42 psf 10.00 psf 10.00 psf -10.00 psf 10.00 psf -10.00 psf -10.00 psf -10.00 psf Zone: Goh = -10.00 psf Cot ponent & Cladding Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Design Wind Pressure = Lambda ' Kzt ' Importance ' Ps30 per ASCE 7 -05 6.4.2.1 Eq 6-1 Roof Zone 1 : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : 13.154 psf - 13.154 psf 13.154 psf - 15.834 psf 13.154 psf - 15.834 psf 12.411 psf - 13.751 psf 12.411 psf - 14.305 psf - 27.040 psf - 27.040 psf Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com 2 -D Frame Analysis Lie. # : KW- 06006137 Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Description : Awning Frame, Tukwilla File: C:G Job # 110642 & 110851 PrirteJ. 2 SEE 2011 1 40PM IVE xQ- STANDARDS CALCULATION$IENEE A# C Dais Files\les.ed ENERCALC, INC, 1983,2011, Bul[d:8.11.6.23, Ver.8.11.8.2; Licensee : BRIGGS ENGINEERING, PLLC 1 -2 /Chord 2 3 -6/C hord 2 -3 /Chord ,i1 3 -6 /Chord 3 Joints... Joint Label Joint Coordinates X Y ft ft X Restraint Y Restraint Z Restraint 1 2 3 4 5 6 0.0 3.0 6.0 0.0 3.0 6.0 0.0 0.0 0.0 4.0 3.0 2.0 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Joint Temp deg 0 0 0 0 0 0 Members... Member Label Property Label Endpoint Joints I Joint J Joint Member Length I End Releases X Y Z J End Releases X Y Z 1 -2 1 -4 2 -3 2 -5 3 -6 4 -5 5 -6 Chord Chord Chord Strut Chord Chord Chord 2 2 3 4 5 2 4 3 5 6 5 6 3.000 4.000 3.000 3.000 2.000 3.162 3.162 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Materials... Member Label Youngs ksi Density kcf Thermal in /degr Yield ksi 6063 -T52 Default Steel 10,100.00 1.00 29,000.00 1.000 0.000 0.490 0.000500 0.000000 0.000650 16.00 1.00 50.00 Member Sections... Prop Label Group Tag Material Area Depth Width J AHHS 1x1x0.125 Strut 6063 -T52 0.4375 inA2 1.0 in 1.0 in 0.0570 inA4 0.0570 inA4 Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com 2 -D Frame Analysis Lic. # : KW- 06006137 Description : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Awning Frame. Tukwilla Job # 110642 & 110851 Prirtei: 2 S LP 2011 t -40P% File: C: UkF{ Ctt1VE1xxe- STANDARDS\CALCULATIONS\ENERCALC 'Data Haan.ect ENERCALC, INC. 1983.2011, Build:8.11.6.23, Ver.8.11.8.22 Licensee : BRIGGS ENGINEERING, PLLC Member Sections... Prop Label AHHS 2x1x0.125 Default Group Tag Chord Group Material Area Depth Width lxx Iyy 6063 -T52 Default 0.6875 inA2 1.0 inA2 2.0 in 1.0 in 0.0 in 0.0 in 0.3320 inA4 1.0 inA4 0.1050 inA4 1.0 inA4 Joint Displacements & Reactions by Load Combination : Joint Label LoadCombination Joint Displacements X Y Z in in Radians Joint Reactions X Y Z k k k -ft 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 +D +S +H +D +S +H +D +S +H +D +S +H +D +S +H +D +S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H 0.0 - 0.001483 - 0.002903 0.0 - 0.08291 - 0.09703 0.0 - 0.001171 - 0.002293 0.0 - 0.06534 - 0.07663 0.0 - 0.001171 - 0.002293 0.0 - 0.06534 - 0.07663 0.0 - 0.2538 - 0.3025 0.0 - 0.2551 - 0.3026 0.0 - 0.2001 - 0.2389 0.0 - 0.2010 - 0.2390 0.0 - 0.2001 - 0.2389 0.0 - 0.2010 - 0.2390 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2860 0.2356 0.3319 0.3733 - 0.2145 - 0.2860 0.4850 0.3982 0.3531 - 0.3010 0.2259 0.1893 0.2624 0.2949 - 0.1697 - 0.2259 0.3813 0.3123 0.2789 - 0.2356 0.2259 0.1893 0.2624 0.2949 - 0.1697 - 0.2259 0.3813 0.3123 0.2789 - 0.2356 Extreme End Forces by Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear k k Moment k -ft Joint " J " End Forces Axial Shear k k Moment k -ft 1-2 1-4 2 -3 2 -5 3 -6 4 -5 5 -6 1 -2 1 -4 2 -3 2 -5 3 -6 4 -5 5 -6 1 -2 1 -4 2 -3 2 -5 3 -6 4-5 5 -6 +D +S +H +D +S +H +D +S +H +D +S +H +D +S +H +D +S +H +D +S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H +D +0.750L +0.750S +0.750W +H 0.2860 0.009549 0.2740 0.1625 0.03488 - 0.4217 - 0.3553 0.2259 0.009549 0.2164 0.1247 0.02637 - 0.3319 - 0.2797 0.2259 0.009549 0.2164 0.1247 0.02637 - 0.3319 - 0.2797 0.2260 0.0 0.04921 - 0.01206 - 0.2740 0.3606 0.1996 0.1797 0.0 0.04069 - 0.009502 - 0.2164 0.2813 0.1548 0.1797 0.0 0.04069 - 0.009502 - 0.2164 0.2813 0.1548 0.3319 0.0 0.06665 - 0.01809 - 0.2740 0.3982 0.1437 0.2624 0.0 0.05387 - 0.01425 - 0.2164 0.3123 0.1123 0.2624 0.0 0.05387 - 0.01425 - 0.2164 0.3123 0.1123 - 0.2860 0.009549 - 0.2740 - 0.1534 - 0.02534 0.3183 0.2519 - 0.2259 0.009549 - 0.2164 - 0.1156 - 0.01682 0.2521 0.20 - 0.2259 0.009549 - 0.2164 - 0.1156 - 0.01682 0.2521 0.20 - 0.2117 0.0 - 0.03488 0.01206 0.2740 - 0.05030 0.1107 - 0.1654 0.0 - 0.02637 0.009502 0.2164 - 0.04213 0.08438 - 0.1654 0.0 - 0.02637 0.009502 0.2164 - 0.04213 0.08438 0.3247 0.0 0.05949 - 0.01809 - 0.2740 0.2275 - 0.02704 0.2552 0.0 0.04671 - 0.01425 - 0.2164 0.1808 - 0.01921 0.2552 0.0 0.04671 - 0.01425 - 0.2164 0.1808 - 0.01921 Extreme Member Forces Only Load Combinations giving maximum values are listed Member Label Axial Distance from "I" Joint Moment Distance from "I" Joint Shear Distance from "I" Joint 1 -2 1 -4 Max Min Max 0.2860k 0.2259k 0.009549k 0.0 ft .00 0 0.0 ft 00 0.0 ft 0 0.3319 k -ft - 0.3247 k -ft 0.0 k -ft 0.0 ft o 3.0 ft 0 0.0 ft 0.2260 k 0.1654 k 0.0 k 0.0 ft o 3.0 ft o 0.0 ft J.it Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengteering@msn.com 2 -D Frame Analysis tic. # • KW- 06006137 Description : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Awning Frame, Tukwilla Job # 110642 & 110851 (riY.teu'. c$Lk'' 2011, 1'.4UPM File: C, VtRCHIVE1483- STANDARDS\CALCULATIONSIENERCAI C Data Files\les.ece ENERCALC, INC, 1983-2011, Buid:0.11.6.23, Ver.6.11.92:: Licensee : BRIGGS ENGINEERING, PLLC Extreme Member Forces Only Load Combinations giving maximum values are listed Member Label Axial Distance from 'I' Joint Moment Distance from "I' Joint Shear Distance from 'I' Joint - 0.009549k 4.0 ft 0.0 k -ft 4.0 ft 0.0 k 0.0 ft Min 0.0 00 00 2 -3 0.2740 k 0.0 ft 0.06665 k -ft 0.0 ft 0.04921 k 0.0 ft Max 0.0 0.0 0.0 0.2164k 0.0 ft - 0.05949 k -ft 3.0 ft 0.02637 k 3.0 ft Min 00 0.0 ao 2 -5 0.1625 k 0.0 ft 0.01809 k -ft 3.0 ft - 0.009502 k 0.0 ft Max 0.0 00 0 0 0.1156k 3.0 ft - 0.01809 k -ft 0.0 ft - 0.01206 k 0.0 ft Min 00 0.0 0 0 3 -6 0.03488k 0.0 ft 0.2740 k -ft 2.0 ft - 0.2164 k 0.0 ft Max 0.0 00 0.0 0.01682k 2.0 ft - 0.2740 k -ft 0.0 ft - 0.2740 k 0.0 ft Min 0.0 0.0 0.0 4 -5 -0.2521k 3.162 ft 0.3982 k -ft 0.0 ft 0.3606 k 0.0 ft Max 0.0 0.0 0.0 - 0.4217 k 0.0 ft - 0.2275 k -ft 3.162 ft 0.04213 k 3.162 ft Min 0.0 00 0.0 5 -6 -0.20 k 3.162 ft 0.1437 k -ft 0.0 ft 0.1996 k 0.0 ft Max 0 0 0.0 00 - 0.3553 k 0.0 ft - 0.04942 k -ft 1.936 ft - 0.1107 k 3.162 ft Min 0.0 0.0 00 Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com General Section Property Calculator Lic. # : KW- 06006137 Description : AHHS 2x1x0.125 Final Section Properties Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 r'ortee Of P2.01'. 10"!'M Fite: C: ARCHIVE\ xx6STANDARD51CALCUTATIONSIENERCALC Data Flies as.ec€ ENERCALC, INC. 19834011, Budd: &11.6.25, Ver..6.11.6.2w Licensee : BRIGGS ENGINEERING, PLLC Total Area 0.6875 inA2 Calculated final C.G. distance from Datum : X cg Dist. 0.50 in Y cg Dist. 1.0 in Edge Distances from CG. : +X 0.50 in -X • -0.50 in +Y 1.0 in -Y -1.0 in 0.3317 inA4 0.1051 inA4 lxx = lyy = Sxx: - Y Sxx : +Y Syy: - X Syy: +X rxx ryy • General Shapes Tube : #1 Total Height = Right Thickness = Area = 0.688 inA2 lxx = lyy = 0.3317 inA3 0.3317 inA3 0.2103 inA3 0.2103 inA3 0.6946 in 0.3911 in 2.000in 0.125in Xcg = 0.500 in Total Width = Bottom Thickness = 0.332 inA4 Sxx = 0.105 inA4 Syy = Ycg = 1.000 in Rotation = 1.000in Left Thickness = 0.125in Top Thickness = 0.332 inA3 Rxx = 0.210 inA3 Ryy = 0 dec CCW 0.125in 0.125in 0.695 in 0.391 in Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871-0200 FAX (800) 572 -8870 brigqsengineering@msn.com General Section Property Calculato Lie. # : KW- 06006137 Description : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 & 110851 Printed. 2Sf P2011 1,iiPM Fite: C:VARCHI 0. 6TANaARdS1CALCUTATECNSIENERCAL .0 Data FHeyes.ec € ENERCALC, INC 1963.2011, Build $.11.6.23, Ver,611.6.2;, Licensee : BRIGGS ENGINEERING, PLLC AHHS 1x1x0.125 Final Section Properties Total Area 0.4375 inA2 Calculated final C.G. distance from Datum : X cg Dist. 0.50 in Y cg Dist. 1.0 in Edge Distances from CG. : +X -X +Y -Y lxx = lyy Sxx: - Y Sxx : +Y Syy: - X Syy : +X r xx ryy General Shapes Tube : #1 Total Height = Right Thickness = Area = 0.438 inA2 0.50 in -0.50 in 0.50 in -0.50 in 0.05697 inA4 0.05697 inA4 0.1139 inA3 0.1139 iO3 0.1139 inA3 0.1139 inA3 0.3608 in 0.3608 in CO Xcg = 0.500 in 1.000in Total Width = 0.125in Bottom Thickness = lxx = 0.057 inA4 Sxx = lyy = 0.057 inA4 Syy = Ycg = 1.000 in Rotation = 1.000in Left Thickness = 0.125in Top Thickness = 0.114 inA3 Rxx = 0.114 inA3 Ryy = 0 dec CCW 0.125in 0.125in 0.361 in 0.361 in Boise's Only Full Service Sign Company/ THIS IS AN UNPUBLISHED DRAWING /DESIGN SUBMITTED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SIGNS, INC. AND IS NOT TO BE REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF IDAHO ELECTRIC SIGNS, INC. THE COLORS DEPICTED IN THIS DRAWING ARE TO ASSIST YOU IN VISUALIZING OUR PROPOSAL AND MAY NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. REVISIONS: #1' DATE: 6/10/11 ERIC - REDUCED DEPTH OF AWNING FROM 91-0" T05' -0 & STACKED. CDC COPY. (N COPYRIGHT © 2011 SKETCH # FILE: BREDE/W 1 173 TUKWILA.PLT DATE: 1-21-11 CUSTOMER: SAVERS JOB LOCATION: TUKWILA, WA, SALES: JEFF DESIGNER: r INTERNALLY ILLUMINATED AWNING �g���� SOUTH ELEVATION Permit No. 6' -0" r"!18194 approval is subject t to errors aand� i skr s. 3' -91/2" �. ,' -i'J of con, tructio • documents does not au hct3 E Iston of any-adopted code or ordinance. Recd; o: ;, proved Field and By ! 3 - 7.o 11 City Of '1 Ukwiia BUILDING ` ING DIVISION WEST SIDE VIEW SCALE T/2 " =1' -0" COPY ON WEST SIDE OF AWNING ONLY NOTES: AWNING FRAMEWORK - FABRICATED FROM ALUMINUM TUBE. AWNING COVER - WHITE AWNING MATERIAL OVERLAID WITH OLIVE GREEN TRANSLUCENT VINYL (ARLON 1 12) COPY IS CUT AND WEEDED FROM THE GREEN BACKGROUND AND LEFT WHITE. AWNING ILLUMINATION - TWO LAMP FIXTURES MOUNTED TO BACK OF FRAMEWORK. LAMP AWNING ENDS. EGG CRATE - STANDARD WHITE EGG CRATE MOUNTED IN THE BOTTOM OF AWNING. INSTALLATION - AWNINGS ARE MOUNTED TO WALL USING THRU BOLT TO BACKING IRON AND Z -CLIP , EviSi (SEE DETAIL) REVISIONS No changes shall be made to the scope of work without prinr approval of Tukwila Building Division. rwi =ion3 will require a new plan submittal °G 19378 4/11 SS�ONAL� RENEWS: 09 /27/2011 SCALE 1/4" =1 ' -0" 40' -0" SEPARATE PERMIT REQUIRED FOR: 'Mechanicaa1 I- Mectrical ( Iumbk g — 9dias Ping :11tj of Tukwila _ - N G nIVISI CN 6' -0" EAST SIDE VIEW SCALE 1/4" = 1' =0'I' _To PARTIAL SOUTH ELEVATION SCALE '%e' =1' -0" •! m•-`i 1 1-'1lei" ndiiitiwwwl wlww rw...w... :AA. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 9 2011 City of Tukwila BUILDING DIVISION 1 "'X 2" CITY Of TUKVNLA SEP 0 6 2011 PERMIT CENTER ----ATTACHMENT DETAIL SCALE 1/2 " =1' -0" BLOCK WALL WELDED PLATE WITH THRU BOLT TO BACKING IRONI TWO LAMP CONTINUOS FIXTURE: 3/8"'x 3" NON- CORROSIVE BOLT TO LEAD MASONRY ANCHOR' -Et+ P a,;,.. ,, ",.°k" sue^ ".:�- , 1. ,c 'ii• + *C ,.•',Sik A{�� , `µ''�YnT @" ,'FY`3' byt } �. @}'kk4.i ^±�.a� "( .�f. .r •,c^t+; ".. f `.. -, % �"-` .a e . +$fi'_ a?Y. �a'f 4i+ w. 3'y . >S3 _To PARTIAL SOUTH ELEVATION SCALE '%e' =1' -0" •! m•-`i 1 1-'1lei" ndiiitiwwwl wlww rw...w... :AA. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 9 2011 City of Tukwila BUILDING DIVISION 1 "'X 2" CITY Of TUKVNLA SEP 0 6 2011 PERMIT CENTER ----ATTACHMENT DETAIL SCALE 1/2 " =1' -0" BLOCK WALL WELDED PLATE WITH THRU BOLT TO BACKING IRONI TWO LAMP CONTINUOS FIXTURE: 3/8"'x 3" NON- CORROSIVE BOLT TO LEAD MASONRY ANCHOR' Boise's Only Full Service Sign Company! THIS IS AN UNPUBLISHED DRAWING /DESIGN SUBMITTED I FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SIGNS, INC. AND IS NOT TO BE REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF IDAHO ELECTRIC SIGNS, INC. THE COLORS DEPICTED IN THIS DRAWING ARE TO ASSIST YOU IN VISUALIZING OUR PROPOSAL AND MAY NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. 20' -0" 3 16" Expires 09/27/2011 COPYRIGHT © 2011 SKETCH # FILE: BREDE/VV 1173 TUKWILA,PLT DATE: 1 -21 -11 CUSTOMER: SAVERS JOB LOCATION: TUKWILA, WA SALES: JEFF DESIGNER: (SECTION 1 OF 2) 3' -1 13/4' (TYP) 1 "X2 "X..125 CONTINUOUS ALUMINUM TUBE 2 "X4 "X..1125 CONTINUOUS ALUMINUM TUBE r 3/16" \ 3/16" 3/16" \ 3/16" 3/16' > 3/16" 3/16" 3/116" 3/16" • \ 3/16" > D I AWNING FRAME DETAIL SCALE 1/2"=1'-0"1 ALUMINUM FRAME- FABRICATED FROM ALUMINUM TUBE. ASTM# B221 1 "X2 "X.125 CONTINUOUS ALUMINUM TUBE FRONT OF AWNING 6'L0" 2 "X4 "X.1125 CONTINUOUS ALUMINUM TUBE BACK OF AWNING 2 "X4 "X.,125 CONTINUOUS' ALUMINUM TUBE 1 "X2 "X'.125 ALUMINUM TUBE 0 REVIEWED f- OR, CODE COMPLIANCE APPROVED SEP 019 20W City of Tukwila BUILDING DIVISION\ BLOCK WALL -'_L 4: WELDED PLATE 2 "X4 "X.125 CONTINUOUS ALUMINUM TUBE 1 "X2" X.1'25 ALUMINUM TUBE 1 "X 1 "X.125 ALUMINUM TUBE 3/16" (TYPICAL UNLESS OTHERWISE SPECIFIED) 4-1 "X1 "X.125 ALUMINUM TUBE 11" X 2" X .125-■ ALUMINUM TUBE 1 "X2 "X.125 ALUMINUM TUBE >3/16" 2" X 2" X. .,125 ALUMINUM TUBE PERSPECTIVE DRAWING N.T.S. 3/16" 1 "X2 "X.125 ALUMINUM TUBE 3/116" ATTACHMENT DETAIL CALE 3/4 =1' -0" 3/16" WITH THRU BOLT TO BACKING IRON CITYOFT,Jr 'LA SEP 0'6 20111 PERMIT CEO TWO LAMP CONTINUOS FIXTURE 3/8" x 3" NON - CORROSIVE BOLT TO LEAD MASONRY ANCHOR Briggs Engineering PG BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsenqineerinq a(�msn.com Project :Information' Lit. # : KW- 06006137 Project Title Description I.D. Address Project Leader Phone Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 Pnut,::d: 1 JUN 20'1 5.41f4e, File: c:1 ARCHIVEeoc0- STANDARDS ICALCULATIONSIIENERCALC Data FilesUss.ec6 ENERCALC, INC. 1983.2011, Build:6.11.5.10, Ver:6.11.5.10 : Idaho Electric Signs : Sign Structural Design : 110642 : Community Donation Center, Tukwila, WA : Dean Briggs : 208.871.0200 Project Notes Community Donation Center - Awning REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 • Pt City of T� la BUILDING P ISION Mechanical Electrical Plumbing Gas Piping 0.".j of Tukwila DIVISION Licensee : BRIGGS ENGINEERING, PLLC Fax : 800.572.8870 eMail : briggsengineering @msn. FIL4 COPY Permit No., tt ��LA Plan review approval is subject to errors and omissions. tproval of construction documents does not cwl.'t Ici a e in t? violation of any adopted code or ordinance. iiece :pt of approved Field Copy and conditio s-i acknowledgt d By Date:. G I zit 1 i I Expires 09/27/2011 REVISIONS No changes shall be made to the scope of work without prior approve' of Tukwila Building Division. DOTE: Revisions will require a new p:• ^tn submitt ^1 and may include additional plan review fees. 1 City Of 1Ukwila BUILDING DIVISION RECEIVE,? _ CITY OF TU LA JUN 09 2011 PERMIT CENTER Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871-0200 FAX (800) 572 -8870 brigqsengineering@msn.com Client Information Lic. # : KW- 06006137 Client Company : Address : Phone : Contact : Alternate Contact : Client Notes : Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structi al Design Project Notes : Job # 110642 Printed: 1 JUN 2011. 5:41 M File; c: ARCHIVE STANDARDSICALCULATIONSIENERCALC Data Files\les:ec6 ENERCALC, INC. 1983-2011, Builtl:6.11,5.10, Ver..6.11.5:10 Idaho Electric Signs 6527 Supply Way, Boise, ID 83716 208.338.9401 Jeff Carico Rick Berry Fax :208.338.9409 Licensee : BRIGGS ENGINEERING, PLLC eMail : jeffc @iesign.com Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengi neering @msn.com ASCE 7 -05 Seismic Factor Determination KW- 06006137 Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 Pfin:cd. t JUN 2017 5.41P1 File: c• ARCHIVEIxx0STANDARDS ICALCULATIONSIENERCALC Data Filesties.ec6 ENERCALC, INC. 1083-2011, Bulld:6.1t.510, Ver:6.11,510 Description : Tukwilla, WA Occupancy Category Occupancy Category of Building or Other Structure : Occupancy Importance Factor Licensee ::BRIGGS ENGINEERING, PLLC "II" : All Buildings and other structures except those listed as Category I, Ill, and IV Ground Motion, Using USGS Database values Max. Ground Motions, 5% Damping : S g = 0.7105 g, 0.2 sec response S1 0.2811 g, 1.0 sec response Calculations per ASCE 7 -05 ACSE 7 -05, Page 3, Table 1 -1 ACSE 7 -05, Page 116, Table 11.5 -1 ASCE 7 -05 9.4.1.1 Site Class, Site Coeff. and Design Category Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv Fa (using straight -line interpolation from fable values) " Fv Maximum Considered Eartquake Acceleration Design Spectral Acceleration Seismic Design Category Resisting System Basic Seismic Force Resisting System... SMS =Fa*Ss SM1 =Fv *S1 S DS= S M*2 /3 SD1 =S M1'2/3 Longitude = Latitude = 122.300 deg West 42.482 deg North = D • 1.23 • 1.84 • 0.875 = 0.517 • 0.583 = 0.344 D (SD 1 is most severe ) ASCE 7 -05 Table 20.3 -1 ASCE 7 -05 Table 11.4 -1 & 11.4 -2 ASCE 7 -05 Table 11.4 -3 ASCE 7 -05 Table 11.4-4 ASCE 7 -05 Table 11.6 -1 ASCE 7 -05 Table 12.2 -1 Response Modification Coefficient " R " System Overstrength Factor " Wo " Deflection Amplification Factor " Cd " Bearing Wall Systems Special reinforced concrete shear walls NOTE! See ASCE 7 -05 for all applicable footnotes. Redundancy Factor 5.00 2.50 5.00 Building height Limits : Category "A & B" Limit: No Limit Category "C" Limit: No Limit Category "D" Limit: Limit = 160 Category "E" Limit: Limit = 160 Category "F" Limit: Limit = 100 ASCE 7 -05 Section 12.3.4 Seismic Design Category of D, E, or F therefore Redundancy Factor" p " = 1.3 Lateral Force Procedure Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7 -05 12.8 Determine Building Period ASCE 7 -05 Section 12.8 Use ASCE 12.8 -7 Structure Type for Building Period Calculation : All Other Structural Systems " Ct " value 0.020 " x " value 0.75 " Ta " Approximate fundemental period using Eq. 12.8 -7 : "TL" : Long - period transition period per ASCE 7 -05 Maps 22 -15 -> 22 -20 " hn " : Height from base to highest level = " Cs " Response Coefficient S DS: Short Period Design Spectral Response " R " : Response Modification Factor " 1 " : Occupancy Importance Factor 25.0 ft Ta = Ct * (hn ^ x) = 0.224 sec 8.000 sec Building Period " Ta " Calculated from Approximate Method selected = 0.583 From Eq. 12.8 -2, Preliminary Cs = 5.00 From Eq. 12.8 -3 & 12.8 -4 , Cs need not exceed = 1 From Eq. 12.8 -5 & 12.8 -6, Cs not be less than Cs : Seismic Response Coefficient = S D4 (R11) = 0.224 sec ASCE 7 -05 Section 12.8.1.1 = 0.117 0.308 • 0.026 • 0.1167 Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871-0200 FAX (800) 572 -8870 briggsengi neering @msn. com ASCE 7 -05 Seismic Factor Determination Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Project Notes : Job # 110642 Pnntstl: 1 JUN 2011. 5'.411:'M Flle: e: WRCHIVE1xxO- STANDARDSICALCULATIONSIENERCALC Data Files \es.ec6 ENERCALC, INC. 1983-2011, Build:6.11.510, Ver.6.11.510 Lic. # : KW- 06006137 Licensee : BRIGGS, ENGINEERING, PLLC Description : Tukwilla, WA Seismic Base Shear Cs = 0.1167 from 12.8.1.1 Vertical Distribution of Seismic Forces " k " : hx exponent based on Ta = Table of building Weights by Floor Level... Calculated for Strength Design Load Combinations ASCE 7 -05 Section 12.8.3 1.00 W ( see Sum Wi below) _ Seismic Base Shear V = Cs *W = 0.00 k 0.00 k Level # Wi : Weight Hi : Height (Wi * Hi) "k Cvx FxrCvx *V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Sum Wi *Hi = Diaphragm Forces : Seismic Design Category "D ", "E" &, "F" Level # Wi Fi 0.00 k -ft Total Base Shear = 0.00 k Base Moment = 0.0 k -ft ASCE 7 -05 9.5.2.6.4.4 Sum Fi Sum Wi Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of "Lat. Force" of current level plus all levels above MIN Req'd Force @ Level 0.20 *SDS * I * Wpx MAX Req'd Force @ Level 0.40 *SDS * I *Wpx Fpx : Design Force @ Level Wpx * SUM(x - >n) Fi / SUM(x - >n) wi, x = Current level, n = Top Level Wall Anchorage Concrete & Masonry Wall Normal Force : Minimum Force per ACSE 7 -05 12.11.1 Minimum Factor : 0.40 * SDS * Importance * Weight Concrete & Masonry Wall Anchorage : Seismic Design Category "C" & "D" per ACSE 7 -05 12.11.2.1 Actual Wall Weight Tributary to Anchor 0.2333 * Weight = lbs/ lin. ft Fo : Anchorage Design Force .. . Rigid Diaphragm Design Force = 0.40 * SDS * I *Trib. Weight = 0.00 lbs / foot Flexible Diaphragm Design Force = 0.80 * SDS * I * Trib. Weight = 0.00 lbs / foot Combination of Load Effects ASCE 7 -05 12.4.2.3 Load Description D Qe E Dead Load Seismic Load H & V Load Effect 0.000 0.000 E= p * Qe +0.20 *SDS * D = 0.000 0.000 0.000 E = p * Qe +0.20 *SDS * D = 0.000 0.000 0.000 r = p - ue +u.tu - Jub - u = 0.000 0.000 0.000 E = p * Qe +0.20 *SDS * D = 0.000 0.000 0.000 E= p * Qe +0.20 *SDS * D = 0.000 0.000 0.000 E= p * Qe +0.20 *SDS * D = 0.000 0.000 0.000 E= p * Qe +0.20 *SDS * D = 0.000 0.000 0.000 E = p * Qe +0.20 *SDS * D = 0.000 Briggs Engineering PO BOX 140537 Garden City, ID 83714 (208) 871 -0200 FAX (800) 572 -8870 briggsengineering@msn.com ASCE 7 -05 Sect 6 "4, MWFRS :Simplified Forces Lic. # : KW- 06006137 Description : 85 mph, Exposure C Analytical Values V : Basic Wind Speed per Sect 6.5.4 & Figure 1 Roof Rise:Run Ratio Occupancy per Table 1 -1 Importance Factor per Sect 6.5.5, & Table 6 -1 Exposure Category per 6.5.6.3, .4 & .5 Mean Roof height Lambda : per Figure 6.2, Pg 40 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User spedfied minimum design pressure Topographic Factor Kzt per 6.5.7.2 Design Wind Pressures Title : Idaho Electric Signs Dsgnr: Dean Briggs Project Desc.: Sign Structural Design Poject Notes : Job # 110642 Printed: 1 JUN 20'1 5:41 'M File: c: VIRCHIVEYxx0- STANDARDSICALCULATIONS\ENERCALC Data Files\ies.ec6 ENERCALC, INC, 1983-2011, Build:8.115.10, Ver.6.11.5.10: Licensee : BRIGGS ENGINEERING, PLLC Calculations per ASCE 7 -05 85.0 mph >7:12 I I All Buildings and other structures except those listed as Category I, III, and IV 1.00 Exposure C 15.50 ft 1.22 360.0 ft "2 >27 to 45 degrees 10.0 psf 1.00 "Lambda" is interpolated between height tablular values. Net design pressure from table 1609.9.2.1(2) &(3) interpolated by area Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Horizontal Pressures .. Load Case # 1 ... Zone: A = Zone: B = Load Case # 2 .. Zone: A = Zone: B = Vertical Pressures ... Load Case # 1 ... Zone: E _ Zone: F = Load Case # 2 ... Zone: E = Zone: F = Overhangs .. . Load Case # 1 ... Zone: Eoh = Load Case # 2 ... Zone: Eoh = 15.71 psf 10.72 psf 15.71 psf 10.72 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf -10.00 psf Component & Cladding Design Wind Pressures Zone: C = Zone: D = Zone: C = Zone: D = Zone: G = Zone: H = Zone: G = Zone: H = Zone: Goh = 12.42 psf 10.00 psf 12.42 psf 10.00 psf 10.00 psf -10.00 psf 10.00 psf -10.00 psf -10.00 psf Zone: Goh = -10.00 psf Minimum Additional Load Case per 6,4.2.1.1 =10 PSF on entire vertical plane Design Wind Pressure = Lambda * Kzt * Importance * Ps30 per ASCE 7 -05 6.4.2.1 Eq 6 -1 Roof Zone 1 : Positive : 13.154 psf Negative : - 13.154 psf Roof Zone 2 : Positive : 13.154 psf Negative : - 15.834 psf Roof Zone 3 : Positive : 13.154 psf Negative : - 15.834 psf Wall Zone 4 : Positive : 12.411 psf Negative : - 13.751 psf Wall Zone 5 : Positive : 12.411 psf Negative : - 14.305 psf Roof Overhang Zone 2: - 27.040 psf Roof Overhang Zone 3: - 27.040 psf 110642- Awning.xlsx BRIGGS ENGINEERING, INC. 1800 W. OVERLAND ROAD, P.O. BOX 140537 * BOISE * IDAHO 83714 GOLDEN WEST ADVERTISING FACE - MOUNTED AWNING DESIGN Based on GWA drawings Project: Project No.: Date: Community Donation Center, Tukwila, WA 110642 01- Jun -2011 INV# 1106004 I. DESIGN CRITERIA: See Attached Dead Load: Roof Area DL (includes Framework) Snow Load: Roof Area SL Wind Load: Wind Speed ( mph) Pressure, Qs = Seismic: Ws = Z *I *Cp *DL = Ss = Fa = I = (Non - essential) 'R= II. Community Donation Center - Awning Load on Sign Connectors Vertical: Horizontal: Connector Design Assume: Max. Sign Area, sf = Sign DL = Sign SN = Wind Uplift - DL # Connector Frames Vertical Down Loads per Connector Frame, fv Vertical Uplift Load per Connector Frame, fvu 10 25 27 psf psf Governs 2 psf 0.7105 1.49 1.00 3.50 360 sf 3600 lbs. 9000 Ibs. 6120 lbs. L 10.1 1260 lbs. -252 lbs. Max. Sign Area, sf = 160 sf Wind Suction - Wsl 4320 lbs. Upper Connection Horizontal Load /Frame = 1890 lbs. Lower Connection Horizontal Load /Frame = -486 lbs. -Lower Connection Requires 'Simpson' 3/8 "x 3" Titen Anchor 3/8" All- thread through 2x4 and 2x2x3/16 angle All Thread: Fy = 36 ksi Effective Area, (3) places = Max Tension, Ft = Max Shear, Fv = Interaction Status: ft/Ft +fv /Fv = CMU - Bearing: Eff.CMU Brg , tp = Bearing Pressure = CMU Vertical Support = Page 1 0.5 in Ft, ksi = 21.6 Fv, ksi = 14.4 0.177 in2 3817 lbs/Connector Frame 2545 lbs/Connector Frame 0.99 Less Than 1.33, OK! 1 EA Frame 3.625 in- nominal, Face Shells 1350 psi 2448 Ibs. /Connector Frame OK! Anchor Calculations Anchor Selector (Version 4.5.1.0) Job Name : 110642 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Code : ACI 318 -05 Calculation Type : Analysis a) Layout Anchor : 3/8" Titen HD Number of Anchors : 1 • Embedment Depth : 2.5 in Built -up Grout Pads : No Cyl Cx1 Cx2 IVuay C M y *IIa Y2 lu1uX by1 1 °x2 uax 1 ANCHOR 'Nua IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. t INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions : cx1:12in cx2:12in cy1 : 12 in cy2:12in bx1 : 1.5 in bx2 : 1.5 in by1 : 1.5 in bye : 1.5 in b) Base Material Concrete : Normal weight Cracked Concrete : Yes Page 1 of 7 Date/Time : 06/01/2011 5:34:18 PM : 2500.0 psi `x/:1.00 about:blank 06/01/2011 Condition : B tension and shear Thickness, ha,: 8 in Supplementary edge reinforcement : No c) Factored Loads Load factor source : ACl 318 Section 9.2 Nua : 486 lb Vuay : 0 lb Muy : 0 Ib *ft ex • 0 in e:0in Moderate /high seismic risk or intermediate /high design category : No Apply entire shear load at front row for breakout : No 0 d) Anchor Parameters From [F- SAS- CSAS2009] : Anchor Model = THD37 Category = 1 hmin = 3.75 in cmin = 1.75 in Ductile = No do = 0.375 in hef = 1.77 in cac = 2.6875 in smin = 3 in 2) Tension Force on Each Individual Anchor Anchor #1 Nuai = 486.00 lb Sum of Anchor Tension ENua = 486.00 lb ax = 0.00 in ay = 0.00 in e'Nx = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 Vuai = 0.00 lb (Vuaix = 0.00 lb , Vua1y = 0.00 lb ) Sum of Anchor Shear Vuax = 0.00 Ib, EVuay = 0.00 lb e'Vx = 0.00 in e'vy= 0.00in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAse futa [Eq. D -3] Number of anchors acting in tension, n = 1 Nsa = 10890 lb (for a single anchor) [F- SAS- CSAS2009] = 0.65 [D.4.4] Page ,2 of 7 4Fp : 1381.3 psi Vuax : 0 lb Mux : 0 Ib *ft about:blank 06/01/2011 Page •3 of 7 ONsa = 7078.50 lb (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.2] Ncb = ANc /ANcotPed,N Tc,N'cp,NNb [Eq. D-4] Number of influencing edges = 0 hef = 1.77 in ANco = 28.20 in2 [Eq. D -6] ANc = 28.20 in2 Smallest edge distance, ca,min = 12.00 in ' 'ed,N 1.0000 [Eq. D -10 or D-11] Note: Cracking shall be controlled per D.5.2.6 c,N = 1.0000 [Sec. D.5.2.6] `Pcp,N = 1.0000 [Eq. D -12 or D -13] Nb = kc? f ' c hef1.5 = 2001.61 lb [Eq. D -7] kc = 17 [Sec. D.5.2.6] Ncb = 2001.61 lb [Eq. D-4] = 0.65 [D.4.4] (1)Ncb = 1301.04 lb (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Npn = Pc,0N0 Npn = 1235Ib (fc /2,500 psi)(15 = 1235.00 lb = 0.65 4Npn = 802.75 lb 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, cal < 0.4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Vsa = 4460.00 lb (for a single anchor) [F- SAS- CSAS2009] = 0.60 [D.4.4] Vsa = 2676.00 lb (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1: Anchor checked against total shear load In x- direction... Vcbx = Avcx/Avcox`Ped,V 'Fc,V Vbx [Eq. D-21] cal = 8.00 in (adjusted for edges per D.6.2.4) about:blank 06/01/2011 Avcx = 192.00 in2 Avcox = 288.00 in2 [Eq. D -23] 'ed,V = 1.0000 [Eq. D -27 or D -28] 'Pc,V = 1.0000 [Sec. D.6.2.7] Vbx = 7(le/ do )0.21 dok4 f c(ca1)1.5 [Eq. D -24] le = 1.77 in Vbx = 6614.65 lb Vcbx = 4409.77 lb [Eq. D-21] = 0.70 4>Vcbx = 3086.84 lb (for a single anchor) In y- direction... Vcby = Avcy/Avcoy 'Ped,V 'Pc,V Vby [Eq. D-21] cal = 8.00 in (adjusted for edges per D.6.2.4) Avcy = 192.00 in2 Avcoy = 288.00 in2 [Eq. D -23] �ed,V C. 1.0000 [Eq. D -27 or D -28] Pc,V = 1.0000 [Sec. D.6.2.7] Vby = 70e/ do )0.24 dok.NI fc(ca1)1.5 [Eq. D -24] le = 1.77 in Vby = 6614.65 lb Vcby = 4409.77 lb [Eq. D-21] e = 0.70 4>Vcby = 3086.84 lb (for a single anchor) Case 2: This case does not apply to single anchor layout Case 3: Anchor checked for parallel to edge condition Check anchors at cx1 edge Vcbx = Avcx/Avcox 'Ped,V 'Pc,V Vbx [Eq. D-21] cal = 8.00 in (adjusted for edges per D.6.2.4) Avcx = 192.00 in2 Avcox = 288.00 in2 [Eq. D -23] `Ped,v = 1.0000 [Sec. D.6.2.1(c)] `Yc,V = 1.0000 [Sec. D.6.2.7] Vbx = 70e/ do ‘0.2„.41 doh fc(ca1)1.5 [Eq. D -24] le = 1.77 in about:blank Page,4 of 7 06/01/2011 Vbx = 6614.65 lb - -- -Vcbx = 4409.77 lb [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 8819.54 lb = 0.70 Vcby = 6173.68 lb (for a single anchor) Check anchors at co edge Vcby = Avcy/Avcoy 'Fed,V'c,V Vby [Eq. D-21] cal = 8.00 in (adjusted for edges per D.6.2.4) Avcy = 192.00 in2 Avcoy = 288.00 in2 [Eq. D -23] ''ed,V 1.0000 [Sec. D.6.2.1(c)] Tot = 1.0000 [Sec. D.6.2.7] Vby = 7(1e/ do )0.24 doX'4 fc(cal)1.5 [Eq. D -24] le = 1.77 in Vby = 6614.65 lb Vcby = 4409.77 lb [Eq. D-21] Vcbx = 2 *Vcby [Sec. D.6.2.1(c)] Vcbx = 8819.54 lb = 0.70 Vcbx = 6173.68 lb (for a single anchor) Check anchors at cx2 edge Vcbx = Avcx/Avcox 'Ped,VTc,V Vbx [Eq. D-21] cal = 8.00 in (adjusted for edges per D.6.2.4) Avcx = 192.00 in2 Avcox = 288.00 in2 [Eq. D -23] tifed,V 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1(c)] `Yc,V = 1.0000 [Sec. D.6.2.7] Vbx = 70e1 do )0.2 doh'') fc(ca1)1.5 [Eq. D -24] le = 1.77 in Vbx = 6614.65 lb Vcbx = 4409.77 lb [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 8819.54 lb = 0.70 about:blank Page 5 of 7 06/01/2011 (I)Vcby = 6173.68 lb (for a single anchor) Check anchor , at cy2 edge Vcby = Avcy/AvcoyLPed,VLPc,V Vby [Eq. D-21] cal = 8.00 in (adjusted for edges per D.6.2.4) Avcy = 192.00 in2 Avcoy = 288.00 in2 [Eq. D -23] LPed,V = 1.0000 [Sec. D.6.2.1(c)] Pc,v = 1.0000 [Sec. D.6.2.7] Vby = 70e/ do )0.2. dokN1 f c(ca1)1.5 [Eq. D -24] le = 1.77 in Vby = 6614.65 lb Vcby = 4409.77 lb [Eq. D -21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vcbx = 8819.54 lb = 0.70 4Vcbx = 6173.68 lb (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] Vcp = kcpNcb [Eq. D -29] kcp = 1 [Sec. D.6.3.1] Ncb = 2001.61 lb (from Section (5) of calculations) Vcp = 2001.61 lb = 0.70 [D.4.4] Obi) = 1401.12 lb (for a single anchor) 11) Check Demand /Capacity Ratios [Sec. D.7] Tension - Steel : 0.0687 - Breakout : 0.3735 - Pullout : 0.6054 - Sideface Blowout : N/A Shear - Steel : 0.0000 - Breakout (case 1) : 0.0000 - Breakout (case 2) : N/A - Breakout (case 3) : 0.0000 - Pryout : 0.0000 V.Max(0) <= 0.2 and T.Max(0.61) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 3/8" diameter Titen HD anchor(s) with 2.5 in. embedment Page ,6 of 7 • about:blank 06/01/2011 ii0P PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -163 DATE: 09 -14 -11 PROJECT NAME: SAVERSNALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: ' Public Works Nla Fire Prevention Structural stitP qvt 11 Planning Division n Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09-15-11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: n DUE DATE: 10-13-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ,�ERMIT COORD COPY.- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -163 DATE: 09/06/11 PROJECT NAME: SAVERS/VALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued EPART Building Division Public Works MN%% reven�lo Structural 11 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1:4 Incomplete DUE DATE: 09/08/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/06/11 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 � PERIT COORD COPY.* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -163 DATE: 06/09/11 PROJECT NAME: SAVERS/VALUE VILLAGE SITE ADDRESS: 16100 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: At%J- (g 3— /1 Building Division Public Works n rF a Prevve ti n W NE Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06/14/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/12/11 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: Lb- PERMIT NO d ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT ALS 1 Oq oU 11 '414-4( Summary of Revision: Q, (i U 1,A VA I wwd in�vl de P Received by: 41, Az,a-- REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITI Summary of Revision: Summary of Revision: q �,,- ,� rirev- Received by: /614 �5 t (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Web site: httg, /hvww.ci.rukwila.wa.us REVISION SUBMITTAL Revision submittal must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: . / /3 (( Plan Check/Permit Number: % % - /463 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: . ez[.eir5 Nom /6 7 o S 2 Summary 9f Revision: C Po-� �' - Phone Number 3(oo `f 93 - (001 c � it(I okq '-o i r . pet) 3 RECEIVED Di OP TuIWILR SEP .14 2011 Sheet Number(s): `Clond° or thigtd4glhr all areas of revision including Received at the City of Tukwila Permit Center by: .d.7. .),Pe e • I Entered in Permits Plus on ki:VippRcalionsTanos-Appliallens On IJaeu010 Apptit»tlom17.2010 - Recision Subzdn, .da Cum& 1.327004 Ye bat 7-2010 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 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: 9 6 - 06/7 Plan Check/Permit Number: .4// - /63 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ���1(°A''S ('lD/Ocj Project Address: � 0 0 JJ Contact Person: Summary if ei a-r$ ,cwt sc( GeAt0 Ith4 4 . ze s ee. 25. OF roctiffiA SEP 0 61011 'EpM1rcE A Phone Number: 2e S -8 7 ) -dc CO Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: i\6►v kEntered in Permits Plus on H:\Applicatiotn\Fotms- Applications On Line\2010 Applications\7 -2010 - Revision Subni ttal.doc Created: 8-13-2004 Revised: 7 -2010 Contractors or Tradespeople Pinter Friendly Page Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company CAPITOL SIGN & AWNING 3604936070 Po Box 8106 Lacey WA 98509 Thurston Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601551789 Active CAPITSA022B1 Electrical Contractor 1/21/1998 1/29/2012 Sign Unused Master Electrician INFORMATION License OSAGEKM951CM Name OSAGE, KENNETH M II Status Active Business Owner Information Name Role Effective Date Expiration Date BOAD, BILL President 01/01/1980 5/22/2007 XAYAVONG, ANOUSITH Secretary 01/27/2010 $250.00 MULLER, JACOB Vice President 01/27/2011 ELECTRICAL CITATION OSAGE, KENNETH M Vice President 01 /27/2010 HARTLEY, J DANIAL 01/01/1980 01/26/2011 STROPE, MICHAEL 01/01/1980 01 /26/2011 GARRETT, TONY Agent 01/01/1980 01/26/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 COLONIAL AM CAS & SURETY OF MD LPM4054082 02/08/2001 Until Cancelled $4,000.00 01/23/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type Infractions /Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount EBIEA00217 5/22/2007 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EBIEA00643 11/2/2010 19.28.271 RCW ELECTRICAL CITATION Satisfied $250.00 https: // fortress .wa.gov /lni/bbip /Print.aspx 06/29/2011 Boise's Only Full Service Sign Company! THIS IS AN UNPUBLISHED DRAWING/DESIGN SUBMITTED FOR YOUR PERSONAL USE N CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY 0N0 ELECTRIC SIGNS. INC. MC 0 N0T TO BE REPRODUCED COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF I0M0 ELECTRIC SONS NC. THE COLORS DEPICTED N THIS DRAWING ORE TO ASSIST YOU N VISUALIZING OM OPO80O AND ANY NOT MACH ACTUAL COLORS USED ON THE FINISHED DISMAY. 1 5.7 X 1' -5'_ 7.0 3' -4.0 3'-8'= 12.2 M MLR COPT Qt No. 36' -9" 5'-0'X1' -5• =7A 5'a%1' -5 7.0 5'-0' 0 4'-7• =22.9 5-0' % 7- 5 =7.0 3' -4' X 3' -2'= 10.5 3'-0 X 3W = 12.5 5'-0• X 3'-8'= 18.3 (A) NEW INTERNALLY ILLUMINATED PAN - CHANNEL LETTERS WEST ELEVATION 149 SQ. FT. 401 -01 SCALE Ydl =1' -0" (B) INTERNALLY ILLUMINATED AWNINGS SOUTH ELEVAIION COPYRIGHT © 2011 $KETCH # ELL BREDENV 0000 TUKW1LA.PLT Dal 1 -21 -11 CUSTOMER, SAVERS JOB LOCATION' TUKWILA, WA SALES', JEFF DESIGNER: ImmuFilty:�'���� on at10no€ente WEST SIDE VIEW SCALE 1/4 " =11 -011 COPY ON WEST SIDE OF AWNING 7.0 SQ. FL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 City of Tukwila BUILDING DIVISION RECEIY CITYOFTU LA JUN 0 9 2011 PERMIT CENTER SCALE 1/4" =1' -0" (C) REFACE EXISTING D/F PYLON SIGN NOT TO SCALE III - I l�3 Boise's Only Full Service Sign Company! THIS IS AN UNPUBLISHED DRAWING/DESIGN SUBEARTED FOR row PERSONAL USE N CONNECTION WITH PROJECT BEING PLANNED FOR YOU 11 IDAFC ELECTRIC SIGNS. INC. ANC 0 NOI TO BE REPRODuCED. COPIED OR EXHIBITED IN ANY FASHION WITHOUT MITTEN PERMISSION 0500110101011000000 THE COLORS DEPICTED IN THIS DRAWNG ARE TO ASSIST YOU v7SIN5000 OUR FVOPOY. AND 10.0 NOT NSATOi ACM.. COLOPE 0550 ON THE 500010 5005010 , PROPOSED AWNING4FOR fHE SOUTH:ELEVATION ,• 4CY-0' 0 INTERNALLY ILWMINATED AWNING COPYRIGHT 03 2011 SKETCH # FILE; BREDENV 0000 TUKWILA.PLT DATE', 1.21-11 CUSTOMER, SAVERS JOB LOCATION, TUKWILA, WA SALES; JEFF DESIGNER: 1$P.F.Ce. COPY ON WEST SIDE OF AWNING ONLY Cornmuroty2: Iniiatidecit., en ert,—., WEST SIDE VIEW AST SIDE VIEW EXISTING SOUTH ELEVATION'j- NOT TO SCALE R4GE'OF 7 Boise's Only Full Service Sign Company! THIS IS AN UNPUBLISHED DRAWNG,DEMGN SUBMITTED FOR YOUR PERSONAL USE N CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SGNS INC AND 6 NOT TO BE REPRODUCED COWED OR EXHIBITED IN ANY FASHION WITHOUT WRRTEN PERMISSION OF NANO ELECTRIC SGNS INC THE COLORS DEPICTED N TTRD DRAWING IRE TO ASSIST YOU N UDWU0NG OUR PROPOSAL AND MO NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. COPYRIGHT © 2011 SKETCH # E1!.E BREDENV OOOO TUKWILA.PLT DATE; 1-21-11 CUSTOMER' SAVERS JOB LOCATION TUKWILA WA SALES' JEFF DESIGNER' eige e. 40' -0" 20T -0" 20' -0" S ,�i" w. `yf,` g�9 e`� r f -t {l -,! . -M � .�. �� a_,�.. � w mss, �<•y, y, � &�. 0 INTERNALLY ILLUMINATED AWNING SOUTH ELEVATION SCALE 1/4" =1' -0" NOTES: AWNING FRAMEWORK - FABRICATED FROM 2" X 1" AND 1" SQUARE ALUMINUM TUBE. AWNING COVER - WHITE AWNING MATERIAL OVERLAID WITH OLIVE GREEN TRANSLUCENT VINYL (ARLON 112) COPY IS CUT AND WEEDED FROM THE GREEN BACKGROUND AND LEFT WHITE. AWNING ILLUMINATION - TWO LAMP FIXTURES MOUNTED TO FRAMEWORK. EGG CRATE - STANDARD WHITE EGG CRATE MOUNTED IN THE BOTTOM OF AWNING. INSTALLATION - AWNINGS ARE MOUNTED TO WALL USING Z- CLIPS. HARDWARE WILL VARY WITH LOCATION. O CV 9' -0" EAST SIDE VIEW SCALE W =1' -0" 9' -0" 7' -0" WEST SIDE VIEW COPY ON WEST SIDE OF AWNING ONLY SCALE %° =1' -0" Boise's Only Full Service Sign Company! THIS IS AN UNPUBLISHED DRAWING/DESIGN SUBMITTED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SIGNS. INC. AND IS NOT TO BE REPRODUCED. COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF IDAHO ELECTRIC NGNS, BJC. THE COLORS DEPICTED IN THIS DRAWING ARE TO ASSIST YOU IN VISUALIZING OUR PROPOSAL AND MAY NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. 401-0" 20' -0" 41 -0" 4'-0" TYP 20I -0" 0 INTERNALLY ILLUMINATED AWNING SOUTH ELEVATION 9' -0" SCALE T/4" =1' -0" 7' -011 COPYRIGHT © 2011 SKETCH # FILE: BREDENV 1 173 TUKWILAPLT DATE: 1-21-11 CUSTOMER: SAVERS JOB LOCATION: TUKWILA, WA SALES: JEFF DESIGNER' E%a4x. WEST SIDE VIEW COPY ON WEST SIDE OF AWNING ONLY SCALE 1/2' =1' -0" 91 -0" EAST SIDE VIEW SCALE 1/4 " =1' -0" 40'-0" N �l� w a.- -II 11 ,:'III x,�. �- II`F. II+Iy .Ile "`•`S3 ;., ^P'II..,� +9. p',� II ""II _..��,, '� II r-c� II II -��. l�3 •: -� ,. II #&I� _.,^ ��- •`�,`..II '',.r '�S.zi ll l"w �rv"51 �c':- Ilx' ". -.-� III II ` $ II_. III ly�` ,�""•'r�k yr t "4 7fw.:. 3'I� �t `III s rc - Il �i �i II.Y3, �.`.e 11 -`"t ���' Il ,a•5 `+Il : III . I,:,s:�_ ' I pk'3��r� r::aakk : i, ■`• ._,ii .�i?,•? i '. =i�r x:•,i,, ;„ ix__ ;� is ° 0 INTERNALLY ILLUMINATED AWNING SOUTH ELEVATION 9' -0" SCALE T/4" =1' -0" 7' -011 COPYRIGHT © 2011 SKETCH # FILE: BREDENV 1 173 TUKWILAPLT DATE: 1-21-11 CUSTOMER: SAVERS JOB LOCATION: TUKWILA, WA SALES: JEFF DESIGNER' E%a4x. WEST SIDE VIEW COPY ON WEST SIDE OF AWNING ONLY SCALE 1/2' =1' -0" 91 -0" EAST SIDE VIEW SCALE 1/4 " =1' -0" 40'-0" N 1+ a' ft "' ry "� E��' b2T Yyks `pY SiL arce! "4 7fw.:. - PARTIAL SOUTH-ELEVATION -. SCALE 1/8"-= T' =0" NOTES: AWNING FRAMEWORK - FABRICATED FROM ALUMINUM TUBE. AWNING COVER - WHITE AWNING MATERIAL OVERLAID WITH OLIVE GREEN TRANSLUCENT VINYL (ARLON 112) COPY IS CUT AND WEEDED FROM THE GREEN BACKGROUND AND LEFT WHITE. AWNING ILLUMINATION - TWO LAMP FIXTURES MOUNTED TO BACK OF FRAMEWORK. LAMP AWNING ENDS. EGG CRATE - STANDARD WHITE EGG CRATE MOUNTED IN THE BOTTOM OF AWNING. INSTALLATION - AWNINGS ARE MOUNTED TO WALL USING Z- CLIPS. (SEE DETAIL) 1" X 2" 2" X 4" 4- BLOCK WALL 1/2" DIA. BOLT ")\4LDED PLATE WITH THRU BOLT TO BACKING IRON 4" to Center of Bolt (Typ.) 1•X1• —► 1 "X2" ATTACHMENT DETAIL SCALE T/2 " =1' -0" TWO LAMP CONTINUOS FIXTURE 3/8° x 3° NON- CORROSNE BOLT TO LEAD MASONRY ANCHOR 3/8" `Simpson' Then Anchor w/ 2.5" embedment