The URL can be used to link to this page

Home My WebLink About2840 LOKER AVE E; ; CB120018; PermitCity of Carlsbad "r. . • -... 1635 Faraday Av Carlsbad, CA 92008 02-10-2012 Commercial/Industrial Permit Permit No: CB120018 Building Inspection Request Line (760) 602-2725 Job Address: Permity Type: 2840 LOKER AV EAST CBAD Tl Sub Type: INDUST Lot#: 0 Construction Type: NEW Reference# Status: ISSUED Applied: 01/06/2012 Entered By: LSM Parcel No: Valuation: Occupancy Group: 2090820800 $55,000.00 Plan Approved: 02/10/2012 Issued: 02/10/2012 Inspect Area Plan Check #: Project Title: GLANBIA NUTRITIONALS-CONSTRUCT FREESTANDING EXTERIOR ENTRY SCREEN Applicant: Owner: STUART FROMSON BIXBY LAND COMPANY 1301 3RD AV SAN DIEGO CA 9_2101 619-239-2353 Building Permit . Add'I Building Permit Fee Plan Check Add'! Building Permit Fee Plan Check Discount Storn Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'! Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $475.12 $0.00 $332.58 $0.00 $0.00 $11.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 Total Fees: $820.25 Total Payments To Date: 2211 MICHELSON DR #500 IRVINE CA 92612 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee ( 4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $820.25 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $820.25 $0.00 FINAL APPRQVAL Date: e;.'f--z.5/ 1--z. Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a}, and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exoired. ~ ' Plan Check No. (!.51 ~ 0 I 8 «1~ Building Permit Application 5~000 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value ~ CITY OF 760-602-2717 I 2718 / 2719 Plan Ck. Deposit 3s;2..sg Fax 760-602-8558 CARLSBAD www.carlsbadca.gov Date 1/~/1~ lswPPP Ill+ JOB ADDRESS SUITE/I/SPACE/I/UNIT/I IAPN 2840 Loker Ave. East 209 -082 -08 - CT/PROJECT# ILOT# lot 25 rHASE# I# OF UNITS I# BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP Glanbia Nutritionals DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Construct freestanding exteri~:-C~en at building entry EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS N/a N/a YEsO NoO YES0No0 YES0No0 APPLICANT NAME (Primary Contact) Stuart Fromson APPLICANT NAME (Secondary Contact) ADDRESS ADDRESS 13013rd Ave CITY STATE ZIP CITY STATE ZIP San Die!:lo CA 92101 PHONE IFAX PHONE IFAX 619.239.2353 EMAIL EMAIL saf@carrierjohnson.com PROPERTY OWNER NAME Bixby Land Company CONTRACTOR BUS. NAME Back's Construction ADDRESS ADDRESS 2211 Michelson Drive, suite 500 2882 Poplar Meadow Lane CITY STATE ZIP CITY STATE ZIP Irvine CA 92612 Jamul CA 91935 PHONE IFAX PHONE I FAX 949.336.7015 619.713.2566 EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS j STATE LICC-19621 STATELJC.# I CLASS /c11/~-S-3'3t/ / Carrier Johnson 795976 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicantfor such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 1031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). -, ' ~ ,,,,,,,, Workers' Compensation Declaration: I hereby affirm under penalty of peljury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 ,of the Labor Code, for the performance of the work for which this permit is issued. [{] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co, Star Insurance Company Policy No. WC048349902 Expiration Date 611/12 This section need not be completed if the permit is for one hundred dollars ($100) or less. D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ~ CONTRACTOR SIGNATURE /)~ "1171.;t.A. _ _®AGENT DATE ;;L-1 p -12-.. ': ' , ' ~ -¥-:;_,--~,., , " ,, ' , ',, ;· -- I hereby affirm that I am exempt from Contractor's Ucense Law for the fol/awing reason: D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3, I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4, I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone /type of work): Ji5 PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a business,..llill!J, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes LJNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? 0Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes LJNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name ,v, , , , ,,., N, L;';,@@tvrea:i (i!i'iJ @&1~ 'i1 (H;J(J{$ t,,HtO@©, . Lender's Address ,, ' - I certify that I have read the application and state that the above information is correctandthatthelnformation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by !imitation and become null and void ff the building or work authorized by such permit is not commenced within 180 days from the date of such permit orfft · · g orw rk auth rized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). //:5 APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg 1n·spection Request For: 06/05/2012 Permit# CB120018 Title: GLANBIA NUTRITIONALS-CONSTRUCT Description: FREESTANDING EXTERIOR ENTRY SCREEN Type:TI Job Address: Sub Type: INDUST 2840 LOKER AV EAST Suite: Lot: Location: OWNER BIXBY LAND COMPANY Owner: BIXBY LAND COMPANY Remarks: Total Time: CD Description 0 Act Comments Inspector Assignment: MC Phone: 6199955255 Inspector: Requested By: DAVE Entered By: JANEAN 19 Final Structural .E!_ :f'<U.~ -ag:. .fl...+r-l ./ A-¢:>4-ok:_. 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PCR01044 ISSUED PCR11131 ISSUED PCR11147 ISSUED PCR99204 ISSUED SELTZER CHEMICAL; REDESIGN OF STEEL FRAME-RESIZE COLUMN GLANBIA: VARIOUS ARCH & STRUC; Date 04/05/2012 03/29/2012 03/29/2012 03/09/2012 03/08/2012 GLANBIA-STORAGE RACKS-REVISE; SPLICING TO ALLOW PLACEMENT OF LOAD MEZZ GAURDRAIL TO WALL; lnst2ection Histo!}:'. Description Act lnsp Comments 92 Compliance Investigation PA MC ADA 12 Steel/Bond Beam co MC 1ST STOP 12 Steel/Bond Beam AP MC 2ND STOP, COLUMN DRY PAC 11 Ftg/Foundation/Piers AP MC COLUMN FTG & STEEL 11 Ftg/Foundation/Piers AP MC SEE CARD Inspection List Permit#: CB120018 Type: Tl INDUST GLANBIA NUTRITIONALS-CONSTRUCT FREESTANDING EXTERIOR ENTRY SCRE Date · Inspection Item .. ____ Inspector __ Act __ C_o_m_m_en_t_s ____ _ 06/05/2012 ·89 Final Combo 06/05/2012 89 Final Combo 04/05/2012 92 Compliance Investigation 03/29/2012 12 Steel/Bond Beam 03/29/2012 12 Steel/Bond Beam 03/09/2012 11 03/08/2012 11 Ftg/Foundation/Piers Ftg/Foundation/Piers Wednesday, June 06, 2012 RI MC Fl MC MC MC MC MC PA AP co AP AP FRAME PER PLAN, ADA OK ADA 2ND STOP, COLUMN DRY PAC 1ST STOP CQLUMN FTG & STEEL SEE CARD Page 1 of 1 T.HST/iV(l S'P.7?17(.7-EY& liWS'PFCT/0/\r -,4 _Qualit}' A.-,,·sunmce F'irm c,.._ ___ _____,. __ VI_S_U_A_L ______ . IN~S_PE_C_T_I_O_N_RE_P __ O_R_T ______ ___, Pro:h>ctl'lmae: /4 lu ;,J 81 ~-/ti V 1;1.. ! /1 CJ'h />1 I ,4 ) E . .J· ([:-;fee,.., J L) /<.. S'e ,-<.' Ei.:: /',j C1 13 / Z D,:::>/ J> ,. (' ---&/1./~--, Gmem1 Contracter: J3 /"l~)::... .S L' [) /V ,, I ,k' {./ L--/ / 1...-~ ' • TSl;Job Number ~ oJr.- Llllt, Reeetvlq & Tei;ttq.Conrir, Mat'J Snniplea: /',../ / // INSPECTION_............_ MAT'LSAMPLlNG QTY MAT'LDESCRIPTION :iNSPECTION CHECK UST l\fedulJkal·. Other . .. !&Ol:J'. · .. . !m Daie: 3' -· 2 ·Z-I ·z._. C fi~l( fi_,;.,-r rr:i '<-cl V/..f V/J L . i-u}i.f;.:i) I;.;~. lrJ..s /~£?// ;.n t:J ;:::-0/1\/0 l £_ /J,9-SS -h // £ r·: bi.J E_. L D ~; > Al . /JL/ e.;:::; II o k.P r"~ h .-l.-o c. ,£J·JJ err, _r. ~ ... f1/Jo/'.1'J1/ /J;1fJ1_<.!.1pp; JI-.t:;£ A-_.::l::>, CA-.9'2-I 01-J /·i) /..?tJ/ ,Jyc/-1.:J-J/£. SD 92 /c/ Cl!RTD'ICATION O!' COMRLIANC!1 Allof tltcrq,orted 'MlL'ilt ~1 othmihe notell, campB~ uida appiOfld p1-, t;pedflcatiom aud irppllathle secdom olffle bt!lllHng CGda. 'l?ik_,...,,.awmdae-foCl!dnmot1Jae1'0fflimftededantldoesnotcoadfalte · · or,. ... t...t~ lNSPECTORNA.U: ..__ INSPECTOR'S SIGNATURE: CERTIFICATE NUMBER: ( C ?-, I /p l,, 0-! cJ NOTE: Impecdons i1111od en·a 4-har mfaimwn: sdWII time ofter 4 ho1tr1; 2 hour show up mbdmum for 'lob ~eUat.16111, Ovenime effective on Sm:urdays, don&le time on Sanffay ,_. / · -· . Thlte(s)Step () fy"(}. ~-Y.·,1) / 3030 Mrlfit Street San Diep~ CA 92113 (619) 234-9904, Fax (il9) 234-4931, E-mail: W2;2U3@,nmgo.com Website "tsi-sandiego. com!' POOR QUALITY ORIGINAL S :.:{.· -. ' . 8Ci Name:· . Jlma.(s) Start ·· -~-; 'fimi,(s" s~ ' ~:::; ,:· ·: :-{·, ~"· : :, '.:CJIIU¢~UN ',_ ,:.,·~.: ., ,'::· ·-' --~ ·: , . -'' -·--·~---· ''"'.r;', ··;.h t;/ : A··p~~ufuliw_;e,13/ZL)C)/~·: · ·· . ti)'•.·· r ~tojettl\iruaber.. l I I 'j ·• .. i ' ; .. I , ·. ,'c : :. , : . · · 1 TESTING SERVICES & INSPECTION-, INC. "A Quality Assurance Firm" VISUAL INSPECTION REPORT Project Name: GLANBIA NUTRITIONALS ---------~ --· --. -i Project Addressf284Jl.LOKER-A:V.E.-EAS'F-€-A:RLSB-D, CA 92008 Architect: CARRIER JOHNSON & CUL TORE I Engineer: PACIFIC COAST CONSTRUCTION ENG. General Contractor: BACKS CONSTRUCTION Contractor Doing Reported Work: CRAFTERS FENCE INC. Lab. Receiving & Testing Constr. Mat'! Samoles: NIA INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION -v Shop C Field Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI -v Structural Steel Grout Samples Cone. Mix/PSI Masonry Masonry Prisms Thread Bolts Fireproofing Masonry Block Grout Mix/PSI Pile Driving Reinforcing Steel Mortar Type/PSI Roofing Fireproofing H.S.Bolts Specialty Asphalt Concrete -v Electrode E-71T Soils Technician Roofing -v Steel AS00 Bolt Pull-Out Steel Fireproof Prestress Concrete High Strength Bolts Units Block Epoxy Bolt Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf. Tendons Mechanical Other Epoxy Electrical Other Other Batch Plant Other Other Inspection Date: 3-28-12 3030 Main Street San Diego, CA 92113 tsi-sandiego.com (619) 234-9904 fax (619) 234-4931 tsi92113@yahoo.com Permit Numoei::..GBl-200.18 j Proiect Number: NIA Job Number: NIA Other: NIA Other: NIA INSPECTION CHECK LIST -v Plan/Specs -v Clearances -v Positions -v Sizes · Laps Consolidation Torque Applied Tension Applied Epoxy Drilled Holes Corrective Action Corrections Complete MQNITORED THE WELDING OF STRUCTURAL STEEL SQUARE TUBING VERTICAL TO RADIUS RECTANGULAR TUBE AT ENTRY-WAY. SINGLE PASS FILLET WELDS WERE MEASURED FOR PROPER SIZE, LENGTH AND FREE OF SURFACE DISCONTINUITIES. WELDING CONFORMS TO DETAIL C BEAM SPLICE AND DETAIL A OF S2.20. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with a~~ specifications and a~icable sections of the building codes. This report only covers the locations of the work inspected and does not constitute engineering opinion or project co ol. INSPECTOR NAME: JUANR.DIAZ ~>r;; CERTIFICATE NUMBER: CITY OF SAN DIEGO 190/ICC 166050 NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show up m~imum for job cancellation~ime ~ctive on Saturdays, double time on Sunday SUBMITTED TO: C.O.D. I CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT TESTING SERVICES & INSPECTION, INC. "A Quality Assurance Firm" VISUAL INSPECTION REPORT Proiect Name: GLANBIA NUTRITIONALS -~-----~ -----~ Proiect Addressf"2840LoKERAY.E .. EAST~G-ARLS.6AD, CA 92008 -I Engineer: PACIFIC COAST CONSTRUCTION ENG. Architect: CARRIER JOHNSON & CULTURE General Contractor: BACKS CONSTRUCTION Contractor Doing Reported Work: CRAFTERS FENCE INC. Lab. Receiving & Testing Constr. Mat'! Samples: NIA INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION -..J Shop C Field ~ Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI -..J Structural Steel Grout Samples Cone. Mix/PSI Masonry Masonry Prisms Thread Bolts Fireproofing Masonry Block Grout Mix/PSI Pile Driving Reinforcing Steel Mortar Type/PSI Roofmg Fireproofing H.S.Bolts Specialty Asphalt Concrete -..J Electrode E-71T Soils Technician Roofing -..J Steel AS00 Bolt Pull-Out Steel Fireproof Prestress Concrete High Strength Bolts Units Block Epoxy Bolt Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf. Tendons Mechanical Other Epoxy Electrical Other Other \ Batch Plant Other Other Inspection Date: 3-29-12 3030 Main Street San Diego, CA 92113 tsi-sandiego.com (619) 234-9904 fax (619) 234-4931 tsi92113@yahoo.com ~---:-Pennit NumberU::B120018_J' Project Number: NIA Job Number: NIA Other: NIA Other: NIA INSPECTION CHECK LIST " Plan/Specs -..J Clearances " Positions " Sizes Laps Consolidation Torque Applied Tension Applied Epoxy Drilled Holes Corrective Action Corrections Complete PER STRUCTURAL ENGINEER APPROVAL WELDING OF 2" X 3" TUBING AT HORIZONTAL RECTANGULAR BEAM WAS ACCOMPLISHED BY WELDING TOP AND BOTTOM ONLY AND NO VERTICAL WELDS. WELDING ACCEPTED. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with appro?i specifications and applicable sections of the building codes. This report only covers the locations of the work inspected and does not constitute engineering opinion or project contro "- INSPECTOR NAME: JUANR.DIAZ JNf~fi!'J<;;;, CERTIFICATE NUMBER: CITY OF SAN DIEGO 190/ICC 166050 NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show up mlimum for job cancellatio~time efrective on Saturdays, double time on Sunday SUBMITTED TO: C.0.D. / CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT TESTING SERVICES & INSPECTION, INC. "A Quality Assurance Firm" VISUAL INSPECTION REPORT Project Name: GLANBIA NUTRITION (NA) EXTERIOR SCREEN ---. I Project AddressUOKE&'A V'.E,-EAsT. (::ARLSBAD; CA 092008 f --I Engin~er: PACIFIC COAST CONSTRUCTION ENG. Architect: CARRIER JOHNSON & CULTURE . " General Contractor: BACKS CONSTRUCTION Contractor Doing Reported Work: CRAFTERS FENCE INC. Lab. Receiving & Testing Constr. Mat') Samples: NIA INSPECTION MAT'L SAMPLING QTY. MAT'L DESCRIPTION --J Field (. Shop~ Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI --J Structural Steel Grout Samples Cone. Mix/PSI Masonry Masonry Prisms " Thread Bolis ¾"DIA Fireproofing Masonry Block Grout Mix/PSI Pile Driving Reinforcing Steel Mortar Type/PSI Roofing Fireproofing H.S.Bolts Specialty Asphalt Concrete " Electrode E7018, E71T-11 Soils Technician Roofing --J Steel A500 GRB, A36 Bolt Pull-Out Steel Fireproof Prestress Concrete High Strength Bolts Units Block Epoxy Bolt Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf Tendons Mechanical Other Epoxy Electrical Other Other Batch Plant Other Other Inspection Date: 3-22-12 3030 Main Street San Diego, CA 92113 tsi-sandiego.com (619) 234-9904 fax (619) 234-4931 tsi92113@yahoo.com Permit NumoeiT CBI~0018 ! ------- Project Number: NIA Job Number: NIA Other: NIA Other: NIA INSPECTION CHECK LIST " Plan/Specs --J Clearances --J Positions " Sizes Laps Consolidation Torque Applied Tension Applied Epoxy Drilled Holes Corrective Action Corrections Complete PERFORMED VISUAL WELDING INSPECTION OF SINGLE PASS FILLET WELDS IN THE FOLLOWING LOCATIONS: • BASE PLATES TO HSS COLUMNS. TOTAL 8 CONNECTIONS . • ¾" THREADED STUDS TO BEAM. TOTAL 24 CONNECTIONS . • CONNECTION PLATE TO HSS COLUMN. TOTAL 12 CONNECTIONS . WELDING PERFORMED AS PER DRAWING S2.20. CERTIFIED WELDERS OBSERVED FOR PROPER TECHNIQUES AND PROCEDURES. FINISHED WELDS CHECKED FOR SIZE, LENGTH, LOCATION AND FREE OF VISIBLE DEFECTS. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report only covers the locations of the work inspected and does not constitute engineering opinion or project con~ INSPECTOR NAME: JUANR.DIAZ Ef~'~ CERTIFICATE NUMBER: CITY OF SAN DIEGO 190/ICC 166050 NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show u!minimum for job canc~ns. Ov:r;:me effective on Saturdays, double time on Sundav SUBMITTED TO: C.O.D. I CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT EsGil Corporation In <Partnersli.ip witli. government for <Bui{ain9 Safety DATE: 2/8/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12i0018 PROJECT ADDRESS: 2840 Loker Avenue East SET: II D egu NT JURIS CJ PLAN REVIEWER D FILE PROJECT NAME: Glanbia Nutritional (NA), Inc. Exterior Entry Screen !:8:1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply witb the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [g] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 2/2 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .... EsGil Corporation In (}?artnersfiip witfi qovernment for <Bui{aing Safety DATE: 1/13/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 120018 SET: I CJ APPLICANT <~ ~IEWER CJ FILE PROJECT ADDRESS: 2840 Loker Avenue East PROJECT NAME: Glanbia Nutritionals (NA), Inc. Exterior Entry Screen D The plans transmitted herewith have been corrected where necessary and substantially comply D D D with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Stuart Fromson 1301 3rd Ave. San Diego, CA 92101 EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Stuart Fromson Telephone#: 619-239-2353 Date contacted: l-1 :)-ll (by: DJ2..) Email: saf@carrierjohnson.com Fax#: b Mail VTelephone V Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 1/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 120018 1/13/2012 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2840 Loker Avenue East DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/10 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 120018 DATE REVIEW COMPLETED: 1/13/2012 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No City of Carlsbad 120018 1/13/2012 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code which adopts the 2009 IBC. 2. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) Wind load. The following information should be provided, (Section 1603.1.4) a) Basic Wind speed (3-second gust), mph b) Wind importance factor, I, and building category c) Wind exposure d) Applicable internal pressure coefficient e) Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional 3. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. Or check with city building department. 4. Provide calculation to justify the footing shown on sheet A 1. 01 is adequate to resist the proper load.(include the base plat and anchor bolts. (what is the thickness of base plate?)) 5. Provide input data for member location and size for the computer run to show the members shown in the computer run match the plan. 6. Sheet 5 of the calculation appears to show the column is HSS5x5x3/8. (?). Sheet A1 .01 shows the column is HSS5x5x1/4. Please check. 7. Sheet 5 of the calculation shows the bottom horizontal member is HSS8x3x1/4. Sheet A 1.01 shows HSS8x2x1/4. Please check. City of Carlsbad 120018 1/13/2012 8. Provide calculation to show panel connection 2/A 1.01 is adequate to transfer the load to the support member. 9. Provide calculation to show the connections shown on sheet S2.20 are adequate to transfer the proper load. 10. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 11. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 12. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. '. City of Carlsbad 120018 1/13/2012 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 120018 DATE: 1/13/2012 BUILDING ADDRESS: 2840 Loker Avenue East BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier exterior screen Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance I .., I Plan Check Fee by Ordinance I • I Type of Review: 0 Complete Review D Repetitive Fee =8 Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. per city D Structural Only ____ ,Hr.@' ($) 55,000 55,000 $475.121 $308.831 $266.071 Sheet 1 of 1 macvalue.doc + rw «~ ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 12-18 Date: 01/06/12 APN: 209-082-08 Project Description: Construct freestanding exterior entry screen Valuation: $ 55,000 ENGINEERING Contact : Kathleen Lawrence Phone: 760-69~-2741 0 RESIDENTIAL 0 RESIDENTIAL ADDITION MINOR (<$20,000.00) 0 CARLSBAD COMPANY STORES 00THER: Email: kathleen.lawrence@carlsbadca.gov Fax: 760-602-1052 Gl]TENANTIMPROVEMENT 0 PLAZA CAMINO REAL 0 COMPLETE OFFICE BUILDING r .. -.. -.. -.. -·· ··-.. -.. -.. -··. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. , . . OFFICIAL, USE ONLY . ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE REMARKS: . Notification of Engineering APPROVAL has b~en sent to via on DATE: 01/06/12 ........ ,. a -• ··-a·--a•a -a I -a I -a a_,. I -•• -I. -.,. -I a -I I -I I -a a -a a -I I -a I -a E-36 Page 1 of 1 REV 4/30/11 ~ «-~'1> ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: ll!f Building Permit D Right-of-Way Permit 0 My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* t Assessment Criteria My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria 0 My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, D My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Address: Assessor Parcel No. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. 8-24 12't()~ Owner/Owner's Authorized Agent Name: Page 1 of 1 Title: Date: \ ;;lt-z Rev.03/09 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 12-0018 DATE1/12/12 ADDRESS 2840 Loker Avenue East RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE. OTHER -- PLANNER ~ _x)Jcjc;f dl'\...., POOL/SPA COMPLETE OFFICE BUILDING SOLAR PANELS DATE· /-/;). -/;,.... ENGINEER,__ _______ _ DATE'-------- H:\AD!IIN\COUNTER/PLANNING/ENGINEERING APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 01-11-2012 Name: Address: Permit#: CB120018 STUART FROMSON 13013RDAV SANDIEGO CA 92101 Job Name: GLANBIA NUTRITIONALS-CONSTRUCT Job Address: 2840 LOKER AV EAST CBAD Conditions: Cond: CON0005137 [MET] ** CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: !iUlLDING DEP'r~ COPY Reviewed by: __ ,_4_~__,-.c..__ THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 01/11/2012 By: GR Action: AP Glanbia Nutritionals (NA), Inc. Exterior Screen 2840 Loker A venue East San Diego, CA 92008 Structural Calculations Building Department Submittal 12/23/11 Building Department Resubmittal 1/30/12 For: Carrier Johnson + Culture 1301 3rd Avenue, Suite 100 San Diego, CA 92101 pacific coast structural engineering, He 4384 mississippi street san diego, ca 92104 Job# 211029.00 I pacific coast structural engineering, lie Curr~nt Date: 'I 2/23/2011 1 :04 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Com an Address: 4384 mississi i street, suite a N71 N~R. Na<I ti.SI i ·ll'l.!4 N,st. . • fl 83· :· ''#;'@' . :~li' i:>1146' ~:I N~S 114'1 M.~NS ,;;w<• rn 1 y I, pacific coast structural engineering, lie Currtmt Date: 12/23/201112:21 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Com an Address: 4384 mississi i street, suite a ''I i.~:~1,117,01.0,bsJ·· .. , '; . ' .,, ,i ·,, ' '': 2 y .. X ..... Nodal Coordinates in inches pacific coast structural engineering, lie Current Date: ~2/23/2011 12:23 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Com an Address: 4384 mississi i street, suite a l \ ' 1. I i . ,' '-· \ ".; . i l 3 Nodal Restraints pacific coast structural engineering, lie Curr1mt Date: 12/23/2011 1 :04 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Com an Address: 4384 mississi i street, suite a 4 y • _1, • X pc;tcific coast structural engineering, lie Current Date: 1/30/2012 2:40 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Com an Address: 4384 mississi i street, suite a 5 V • Members • pacific coast structural engineering, lie Current Date: 1/30/2012 2:40 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a GLOSSARY Cb22, Cb33 Cm22, Cm33 dO DJX DJY DJZ DKX DKY DKZ dL lg factor K22 K33 L22 L33 LB pos LB neg RX RY RZ TO TX TY TZ Nodes Node 11 3 19 2 4 5 6 7 8 9 10 12 13 14 15 16 17 18 20 21 Geometrv data : Moment gradient coefficients : Coefficients applied to bending term in interaction formula : Tapered member section depth at J end of member : Rigid end offset distance measured from J node in axis X : Rigid end offset distance measured from J node in axis Y : Rigid end offset distance measured from J node in axis Z : Rigid end offset distance measured from K node in axis X : Rigid end offset distance measured from K node in axis Y : Rigid end offset distance measured from K node in axis Z : Tapered member section depth at K end of member : Inertia reduction factor (Effective Inertia/Gross Inertia) for reinforced concrete members : Effective length factor about axis 2 : Effective length factor about axis 3 : Member length for calculation of axial capacity : Member length for calculation of axial capacity : Lateral unbraced length of the compression flange in the positive side of local axis 2 : Lateral unbraced length of the compression flange in the negative side of local axis 2 : Rotation about X : Rotation about Y : Rotation about Z : 1 = Tension only member O = Normal member : Translation in X : Translation in Y : Translation in Z X y z [in] [in] [in] -188.0065 117.00 200.8309 -188.0065 0.00 200.8309 -188.0065 276.00 200.8309 -335.8482 0.00 91.4956 -329.8688 0.00 103.0388 -175.249 0.00 203.3302 -25.5887 0.00 171.5286 -15.3833 0.00 163.4757 29.3802 0.00 40.4263 27.2911 0.00 27.5953 -335.8482 117.00 91.4956 -329.8688 117.00 103.0388 -175.249 117.00 203.3302 -25.5887 117.00 171.5286 -15.3833 117.00 163.4757 29.3802 117.00 40.4263 27.2911 117.00 27.5953 -335.8482 276.00 91.4956 -329.8688 276.00 103.0388 -175.249 276.00 203.3302 -25.5887 276.00 171.5286 Rigid Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pagel 6 ~ 7 Nodes Node X y z Rigid Floor [in] [in] [in] 22 -15.3833 276.00 163.4757 0 23 29.3802 276.00 40.4263 0 24 27.2911 276.00 27.5953 0 25 -353.7095 117.00 67.0305 0 26 -341.4268 117.00 94.3764 0 27 -334.7689 117.00 106.0349 0 28 -325.61 117.00 119.8419 0 29 -306.5412 117.00 142.9728 0 30 -284.5603 117.00 163.3567 0 31 -260.0594 117.00 180.63 0 32 -233.4755 117.00 194.4848 0 33 -205.2825 117.00 204.6739 0 34 -189.641 117.00 208.5691 0 35 -175.9833 117.00 211.0156 0 36 -146.1004 117.00 213.3969 0 37 -116.1666 117.00 211.7753 0 38 -86.7158 117.00 206.1796 0 39 -58.2731 117.00 196.7098 0 40 -31.4169 117.00 183.4183 0 41 -21.7451 117.00 176.4278 0 42 -11.491 117.00 167.6162 0 43 -8.2311 117.00 164.4583 0 44 10.7717 117.00 141.3076 0 45 24.8488 117.00 114.8709 0 46 33.4498 117.00 86.1814 0 47 36.2388 117.00 56.3606 0 48 35.2289 117.00 39.7467 0 49 33.1067 117.00 26.5738 0 50 25.1247 117.00 0.2698 0 51 -353.7095 196.50 67.0305 0 52 -341.4268 196.50 94.3764 0 53 -334.7689 196.50 106.0349 0 54 -325.61 196.50 119.8419 0 55 -306.5412 196.50 142.9728 0 56 -284.5603 196.50 163.3567 0 57 -260.0594 196.50 180.63 0 58 -233.4755 196.50 194.4848 0 59 -205.2825 196.50 204.6739 0 60 -189.641 196.50 208.5691 0 61 -175.9833 196.50 211.0156 0 62 -146.1004 196.50 213.3969 0 63 -116.1666 196.50 211.7753 0 64 -86.7158 196.50 206.1796 0 65 -58.2731 196.50 196.7098 0 66 -31.4169 196.50 183.4183 0 67 -21.7451 196.50 176.4278 0 68 -11.491 196.50 167.6162 0 69 -8.2311 196.50 164.4583 0 70 10.7717 196.50 141.3076 0 71 24.8488 196.50 114.8709 0 72 33.4498 196.50 86.1814 0 73 36.2388 196.50 56.3606 0 74 35.2289 196.50 39.7467 0 75 33.1067 196.50 26.5738 0 76 25.1247 196.50 0.2698 0 77 -353.7095 276.00 67.0305 0 78 -341.4268 276.00 94.3764 0 79 -334.7689 276.00 106.0349 0 80 -325.61 276.00 119.8419 0 81 -306.5412 276.00 142.9728 0 Page2 ~ 8 Nodes Node X y z Rigid Floor [in] [in] [in] 82 -284.5603 276.00 163.3567 0 83 -260.0594 276.00 180.63 0 84 -233.4755 276.00 194.4848 0 85 -205.2825 276.00 204.6739 0 86 -189.641 276.00 208.5691 0 87 -175.9833 276.00 211.0156 0 88 -146.1004 276.00 213.3969 0 89 -116.1666 276.00 211.7753 0 90 -86.7158 276.00 206.1796 0 91 -58.2731 276.00 196.7098 0 92 -31.4169 276.00 183.4183 0 93 -21.7451 276.00 176.4278 0 94 -11.491 276.00 167.6162 0 95 -8.2311 276.00 164.4583 0 96 10.7717 276.00 141.3076 0 97 24.8488 276.00 114.8709 0 98 33.4498 276.00 86.1814 0 99 36.2388 276.00 56.3606 0 100 35.2289 276.00 39.7467 0 101 33.1067 276.00 26.5738 0 102 25.1247 276.00 0.2698 0 Restraints Node TX TY TZ RX RY RZ 3 1 0 0 0 1 1 0 0 0 2 0 0 0 4 0 0 0 5 1 1 0 0 0 6 1 1 0 0 0 7 1 1 0 0 0 8 1 1 0 0 0 Members Member NJ NK Description Section Material dO dl lg factor [in] [in] 5 3 11 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 6 11 19 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 28 36 37 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 53 62 63 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 78 88 89 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 115 64 90 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 114 38 64 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 1 1 9 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 2 9 17 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 3 2 10 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 4 10 18 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 7 4 12 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 8 12 20 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 Page3 9 Members Member NJ NK Description Section Material dO dL lg factor [in] [in] 9 5 13 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 10 13 21 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 11 6 14 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 12 14 22 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 13 7 15 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 14 15 23 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 15 8 16 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 16 16 24 Column HSS_SQR 5X5X3_8 A500 GrB rectangular 0.00 0.00 0.00 17 25 26 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 18 26 27 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 19 27 28 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 20 28 29 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 21 29 30 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 22 30 31 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 23 31 32 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 24 32 33 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 25 33 34 Bottom Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 26 34 35 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 27 35 36 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 29 37 38 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 30 38 39 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 31 39 40 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 32 40 41 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 33 41 42 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 34 42 43 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 35 43 44 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 36 44 45 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 37 45 46 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 38 46 47 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 39 47 48 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 40 48 49 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 41 49 50 Bottom Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 42 51 52 Middle Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 43 52 53 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 44 53 54 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 45 54 55 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 46 55 56 Middle Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 47 56 57 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 48 57 58 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 49 58 59 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 50 59 60 Middle Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 51 60 61 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 52 61 62 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 54 63 64 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 55 64 65 Middle Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 56 65 66 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 57 66 67 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 58 67 68 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 59 68 69 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 60 69 70 Middle Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 61 70 71 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 62 71 72 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 63 72 73 Middle Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 64 73 74 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 65 74 75 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 66 75 76 Middle Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 67 77 78 Top Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 68 78 79 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 69 79 80 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 70 80 81 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 Page4 10 Members Member NJ NK Description Section Material dO dl lg factor [in] [in] 71 81 82 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 72 82 83 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 73 83 84 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 74 84 85 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 75 85 86 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 76 86 87 '--Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 77 87 88 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 79 89 90 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 80 90 91 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 81 91 92 Top Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 82 92 93 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 83 93 94 Top Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 84 94 95 Top Horizontal HSS_RECT 8X2X1_4 A500 GrB rectangular 0.00 0.00 0.00 85 95 96 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 86 96 97 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 87 97 98 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 88 98 99 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 89 99 100 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 90 100 101 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 91 101 102 Top Horizontal HSS_RECT 8X2X1_ 4 A500 GrB rectangular 0.00 0.00 0.00 92 25 51 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 93 51 77 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 94 26 52 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 95 52 78 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 96 28 54 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 97 54 80 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 98 29 55 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 99 55 81 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 100 30 56 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 101 56 82 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 102 31 57 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 103 57 83 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 104 32 58 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 105 58 84 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 106 33 59 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 107 59 85 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 108 35 61 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 109 61 87 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 110 36 62 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 111 62 88 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 112 37 63 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 113 63 89 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 116 39 65 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 117 65 91 Vertical HSS_REQT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 118 40 66 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 119 66 92 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 120 43 69 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 121 69 95 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 122 44 70 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 123 70 96 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 124 45 71 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 125 71 97 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 126 46 72 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 127 72 98 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 128 47 73 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 129 73 99 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 130 49 75 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 131 75 101 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 132 50 76 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 133 76 102 Vertical HSS_RECT 3X2X1_8 A500 GrB rectangular 0.00 0.00 0.00 Pages 11 Members Member NJ NK Description Section Material dO dL lg factor [in] [in] 134 26 9 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 135 27 10 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 136 78 17 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 137 79 18 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 138 34 11 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 139 35 12 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 140 86 19 HorizConn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 141 87 20 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 142 41 13 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 143 42 14 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 144 93 21 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 145 94 22 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 146 48 15 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 147 49 16 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 148 100 23 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 149 101 24 Horiz Conn HSS_RECT 8X6X3_8 A500 GrB rectangular 0.00 0.00 0.00 Orientation of local axes Member Rotation Axes23 NX NY NZ [Deg] 5 258.073 0 0.00 0.00 0.00 6 258.073 0 0.00 0.00 0.00 115 284.586 0 0.00 0.00 0.00 114 284.586 0 0.00 0.00 0.00 1 208.037 0 0.00 0.00 0.00 2 208.037 0 0.00 0.00 0.00 3 211.443 0 0.00 0.00 0.00 4 211.443 0 0.00 0.00 0.00 7 261.511 0 0.00 0.00 0.00 8 261.511 0 0.00 0.00 0.00 9 308.116 0 0.00 0.00 0.00 10 308.116 0 0.00 0.00 0.00 11 313.231 0 0.00 0.00 0.00 12 313.231 0 0.00 0.00 0.00 13 6.6278 0 0.00 0.00 0.00 14 6.6278 0 0.00 0.00 0.00 15 11.745 0 0.00 0.00 0.00 16 11.745 0 0.00 0.00 0.00 92 200.359 0 0.00 0.00 0.00 93 200.359 0 0.00 0.00 0.00 94 208.016 0 0.00 0.00 0.00 95 208.016 0 0.00 0.00 0.00 96 215.673 0 0.00 0.00 0.00 97 215.673 0 0.00 0.00 0.00 98 223.33 0 0.00 0.00 0.00 99 223.33 0 0.00 0.00 0.00 100 230.987 0 0.00 0.00 0.00 101 230.987 0 0.00 0.00 0.00 102 238.644 0 0.00 0.00 0.00 103 238.644 0 0.00 0.00 0.00 104 246.301 0 0.00 0.00 0.00 105 246.301 0 0.00 0.00 0.00 106 253.958 0 0.00 0.00 0.00 107 253.958 0 0.00 0.00 0.00 108 261.615 0 0.00 0.00 0.00 Page6 12 Orientation of local axes Member Rotation Axes23 NX NY NZ [Deg] 109 261.615 0 0.00 0.00 0.00 110 269.272 0 0.00 0.00 0.00 111 269.272 0 0.00 0.00 0.00 112 276.929 0 0.00 0.00 0.00 113 276.929 0 0.00 0.00 0.00 116 292.244 0 0.00 0.00 0.00 117 292.244 0 0.00 0.00 0.00 118 303.601 0 0.00 0.00 0.00 119 303.601 0 0.00 0.00 0.00 120 314.947 0 0.00 0.00 0.00 121 314.947 0 0.00 0.00 0.00 122 326.293 0 0.00 0.00 0.00 123 326.293 0 0.00 0.00 0.00 124 337.638 0 0.00 0.00 0.00 125 337.638 0 0.00 0.00 0.00 126 348.984 0 0.00 0.00 0.00 127 348.984 0 0.00 0.00 0.00 128 0.3298 0 0.00 0.00 0.00 129 0.3298 0 0.00 0.00 0.00 130 11.6755 0 0.00 0.00 0.00 131 11.6755 0 0.00 0.00 0.00 132 22.0857 0 0.00 0.00 0.00 133 22.0857 0 0.00 0.00 0.00 Page? p~cific coast structural engineering, lie Current Date: 12/23/2011 12:32 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a Load condition: DL=Dead Load 13 X ... Dead Loads 3.5 sf anels pacific coast structural engineering, lie Current Date: 12/23/2011 12:32 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a Load condition: WL=Wind Load Reduced for lar e tributa areas 14 y ;\ Wind Load for lobal structure anal sis p(:lcific coast structural engineering, lie Current Date: 12/23/201112:34 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a Load condition: WL2=Wind Load For local member checks 15 y t Wind Load (unreduced for local member checks with small tributa areas • pacific coast structural engineering, lie Current Date: 12/23/201112:52 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a GLOSSARY Comb : Indicates if load condition is a load combination Load conditions Condition Description Dead Load DL WL WL2 LC1 LC4_1 LC4_2 LC6_1 LC6_2 SLC_5 SLC_7 Wind Load (Reduced for large tributary areas) Wind Load (For local member checks) 1.4DL 1.2DL+1.6WL 1.2DL +1.6WL2 0.9DL +1.6WL 0.9DL +1.6WL2 DL+WL 0.6DL+WL Distributed force on members @ v1rrrTI111I Y2 ® d1 I d2 I I I Condition Member Dir1 Val1 Val2 [Lb/ft] [Lb/ft] DL 17 y -11.59 -11.59 18 y -11.59 -11.59 19 y -11.59 -11.59 20 y -11.59 -11.59 21 y -11.59 -11.59 22 y -11.59 -11.59 23 y -11.59 -11.59 24 y -11.59 -11.59 25 y -11.59 -11.59 26 y -11.59 -11.59 27 y -11.59 -11.59 28 y -11.59 -11.59 29 y -11.59 -11.59 30 y -11.59 -11.59 31 y -11.59 -11.59 32 y -11.59 -11.59 33 y -11.59 -11.59 34 y -11.59 -11.59 Load data Comb. No No No Yes Yes Yes Yes Yes Yes Yes Dist1 % Dist2 [in] [in] 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 0.00 Yes 100.00 Pagel 16 Category DL WIND WIND % Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes • 17 Distributed force on members Condition Member Dir1 Val1 Val2 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [in] [in] 35 y -11.59 -11.59 0.00 Yes 100.00 Yes 36 y -11.59 -11.59 0.00 Yes 100.00 Yes 37 y -11.59 -11.59 0.00 Yes 100.00 Yes 38 y -11.59 -11.59 0.00 Yes 100.00 Yes 39 y -11.59 -11.59 0.00 Yes 100.00 Yes 40 y -11.59 -11.59 0.00 Yes 100.00 Yes 41 y -11.59 -11.59 0.00 Yes 100.00 Yes 42 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 43 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 44 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 45 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 46 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 47 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 48 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 49 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 50 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 51 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 52 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 53 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 54 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 55 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 56 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 57 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 58 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 59 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 60 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 61 y. -23.1875 -23.1875 0.00 Yes 100.00 Yes 62 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 63 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 64 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 65 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 66 y -23.1875 -23.1875 0.00 Yes 100.00 Yes 67 y -11.59 -11.59 0.00 Yes 100.00 Yes 68 y -11.59 -11.59 0.00 Yes 100.00 Yes 69 y -11.59 -11.59 0.00 Yes 100.00 Yes 70 y -11.59 -11.59 0.00 Yes 100.00 Yes 71 y -11.59 -11.59 0.00 Yes 100.00 Yes 72 y -11.59 -11.59 0.00 Yes 100.00 Yes 73 y -11.59 -11.59 0.00 Yes 100.00 Yes 74 y -11.59 -11.59 0.00 Yes 100.00 Yes 75 y -11.59 -11.59 0.00 Yes 100.00 Yes 76 y -11.59 -11.59 0.00 Yes 100.00 Yes 77 y -11.59 -11.59 0.00 Yes 100.00 Yes 78 y -11.59 -11.59 0.00 Yes 100.00 Yes 79 y -11.59 -11.59 0.00 Yes 100.00 Yes 80 y -11.59 -11.59 0.00 Yes 100.00 Yes 81 y -11.59 -11.59 0.00 Yes 100.00 Yes 82 y -11.59 -11.59 0.00 Yes 100.00 Yes 83 y -11.59 -11.59 0.00 Yes 100.00 Yes 84 y -11.59 -11.59 0.00 Yes 100.00 Yes 85 y -11.59 -11.59 0.00 Yes 100.00 Yes 86 y -11.59 -11.59 0.00 Yes 100.00 Yes 87 y -11.59 -11.59 0.00 Yes 100.00 Yes 88 y -11.59 -11.59 0.00 Yes 100.00 Yes 89 y -11.59 -11.59 0.00 Yes 100.00 Yes 90 y -11.59 -11.59 0.00 Yes 100.00 Yes 91 y -11.59 -11.59 0.00 Yes 100.00 Yes WL 92 2 15.70 15.70 0.00 Yes 100.00 Yes 93 2 15.70 15.70 0.00 Yes 100.00 Yes 94 2 15.70 15.70 0.00 Yes 100.00 Yes Page2 18 Distributed force on members Condition Member Dir1 Val1 Val2 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [in] [in] 95 2 15.70 15.70 0.00 Yes 100.00 Yes 96 2 15.70 15.70 0.00 Yes 100.00 Yes 97 2 15.70 15.70 0.00 Yes 100.00 Yes 98 2 15.70 15.70 0.00 Yes 100.00 Yes 99 2 15.70 15.70 0.00 Yes 100.00 Yes 100 2 15.70 15.70 0.00 Yes 100.00 Yes 101 2 15.70 15.70 0.00 Yes 100.00 Yes 102 2 15.70 15.70 0.00 Yes 100.00 Yes 103 2 15.70 15.70 0.00 Yes 100.00 Yes 104 2 15.70 15.70 0.00 Yes 100.00 Yes 105 2 15.70 15.70 0.00 Yes 100.00 Yes 106 2 15.70 15.70 0.00 Yes 100.00 Yes 107 2 15.70 15.70 0.00 Yes 100.00 Yes 108 2 15.70 15.70 0.00 Yes 100.00 Yes 109 2 15.70 15.70 0.00 Yes 100.00 Yes 110 2 15.70 15.70 0.00 Yes 100.00 Yes 111 2 15.70 15.70 0.00 Yes 100.00 Yes 112 2 15.70 15.70 0.00 Yes 100.00 Yes 113 2 15.70 15.70 0.00 Yes 100.00 Yes 114 2 15.70 15.70 0.00 Yes 100.00 Yes 115 2 15.70 15.70 0.00 Yes 100.00 Yes 116 2 15.70 15.70 0.00 Yes 100.00 Yes 117 2 15.70 15.70 0.00 Yes 100.00 Yes 118 2 15.70 15.70 0.00 Yes 100.00 Yes 119 2 15.70 15.70 0.00 Yes 100.00 Yes 120 2 15.70 15.70 0.00 Yes 100.00 Yes 121 2 15.70 15.70 0.00 Yes 100.00 Yes 122 2 15.70 15.70 0.00 Yes 100.00 Yes 123 2 15.70 15.70 0.00 Yes 100.00 Yes 124 2 15.70 15.70 0.00 Yes 100.00 Yes 125 2 15.70 15.70 0.00 Yes 100.00 Yes 126 2 15.70 15.70 0.00 Yes 100.00 Yes 127 2 15.70 15.70 0.00 Yes 100.00 Yes 128 2 15.70 15.70 0.00 Yes 100.00 Yes 129 2 15.70 15.70 0.00 Yes 100.00 Yes 130 2 15.70 15.70 0.00 Yes 100.00 Yes 131 2 15.70 15.70 0.00 Yes 100.00 Yes 132 2 15.70 15.70 0.00 Yes 100.00 Yes 133 2 15.70 15.70 0.00 Yes 100.00 Yes WL2 92 2 29.75 29.75 0.00 Yes 100.00 Yes 93 2 29.75 29.75 0.00 Yes 100.00 Yes 94 2 29.75 29.75 0.00 Yes 100.00 Yes 95 2 29.75 29.75 0.00 Yes 100.00 Yes 96 2 29.75 29.75 0.00 Yes 100.00 Yes 97 2 29.75 29.75 0.00 Yes 100.00 Yes 98 2 29.75 29.75 0.00 Yes 100.00 Yes 99 2 29.75 29.75 0.00 Yes 100.00 Yes 100 2 29.75 29.75 0.00 Yes 100.00 Yes 101 2 29.75 29.75 0.00 Yes 100.00 Yes 102 2 29.75 29.75 0.00 Yes 100.00 Yes 103 2 29.75 29.75 0.00 Yes 100.00 Yes 104 2 29.75 29.75 0.00 Yes 100.00 Yes 105 2 29.75 29.75 0.00 Yes 100.00 Yes 106 2 29.75 29.75 0.00 Yes 100.00 Yes 107 2 29.75 29.75 0.00 Yes 100.00 Yes 108 2 29.75 29.75 0.00 Yes 100.00 Yes 109 2 29.75 29.75 0.00 Yes 100.00 Yes 110 2 29.75 29.75 0.00 Yes 100.00 Yes 111 2 29.75 29.75 0.00 Yes 100.00 Yes 112 2 29.75 29.75 0.00 Yes 100.00 Yes Page3 ~ 19 Distributed force on members Condition Member Dir1 Val1 Val2 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [in] [in] 113 2 29.75 29.75 0.00 Yes 100.00 Yes 114 2 29.75 29.75 0.00 Yes 100.00 Yes 115 2 29.75 29.75 0.00 Yes 100.00 Yes 116 2 29.75 29.75 0.00 Yes 100.00 Yes 117 2 29.75 29.75 0.00 Yes 100.00 Yes 118 2 29.75 29.75 0.00 Yes 100.00 Yes 119 2 29.75 29.75 0.00 Yes 100.00 Yes 120 2 29.75 29.75 0.00 Yes 100.00 Yes 121 2 29.75 29.75 0.00 Yes 100.00 Yes 122 2 29.75 29.75 0.00 Yes 100.00 Yes 123 2 29.75 29.75 0.00 Yes 100.00 Yes 124 2 29.75 29.75 0.00 Yes 100.00 Yes 125 2 29.75 29.75 0.00 Yes 100.00 Yes 126 2 29.75 29.75 0.00 Yes 100.00 Yes 127 2 29.75 29.75 0.00 Yes 100.00 Yes 128 2 29.75 29.75 0.00 Yes 100.00 Yes 129 2 29.75 29.75 0.00 Yes 100.00 Yes 130 2 29.75 29.75 0.00 Yes 100.00 Yes 131 2 29.75 29.75 0.00 Yes 100.00 Yes 132 2 29.75 29.75 0.00 Yes 100.00 Yes 133 2 29.75 29.75 0.00 Yes 100.00 Yes Self weight multipliers for load conditions Self weight multii;ilier Condition Description Comb. MultX MultY MultZ DL Dead Load No 0.00 -1.00 0.00 WL Wind Load (Reduced for large tributary areas) No 0.00 0.00 0.00 WL2 Wind Load (For local member checks) No 0.00 0.00 0.00 LC1 1.4DL Yes 0.00 0.00 0.00 LC4_1 1.2DL +1.6WL Yes 0.00 0.00 0.00 LC4_2 1.2DL+1.6WL2 Yes 0.00 0.00 0.00 LC6_1 0.9DL +1.6WL Yes 0.00 0.00 0.00 LC6_2 0.9DL +1.6WL2 Yes 0.00 0.00 0.00 SLC_5 DL+WL Yes 0.00 0.00 0.00 SLC_7 0.6DL+WL Yes 0.00 0.00 0.00 Earthquake (Dynamic analysis only) Condition a/g Ang. Damp. [Deg] [%] DL 0.00 0.00 0.00 WL 0.00 0.00 0.00 WL2 0.00 0.00 0.00 LC1 0.00 0.00 0.00 LC4_1 0.00 0.00 0.00 LC4_2 0.00 0.00 0.00 LC6_1 0.00 0.00 0.00 LC6_2 0.00 0.00 0.00 SLC_5 0.00 0.00 0.00 SLC_7 0.00 0.00 0.00 Page4 Earthquake (Dynamic analysis only) Condition a/g Ang. [Deg] Damp. [%] 20 Pages p~cific coast structural engineering, lie Current Date: 1/30/2012 2:42 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Com an Address: 4384 mississi i street, suite a !l,•m:p.~(l-01 ·~siMst!l>J 21 Nodal Displacements (in) and Reactions lb 22 pacific coast structural engineering, lie Current Date: 1/30/2012 2:43 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a Analvsis result Nodal displacements envelope Note.-le is the controlling load condition Nodal displacements envelope for : SLC_5=DL+WL SLC_7=0.6DL +WL Translation Rotation Node X le y le z le Rx le Ry le Rz le [in] [in] [in] [Rad] [Rad] [Rad] 77 Max 2.995 SLC_7 -0.063 SLC_5 -3.497 SLC_5 -0.00770 SLC_5 -0.01841 SLC_5 -0.00782 SLC_5 Min 2.942 SLC_5 -0.066 SLC_7 -3.577 SLC_7 -0.00793 SLC_7 -0.01867 SLC_7 -0.00800 SLC_7 25 Max 1.612 SLC_7 -0.064 SLC_5 -1.917 SLC_5 -0.00888 SLC_5 -0.01637 SLC_5 -0.00950 SLC_5 Min 1.585 SLC_5 -0.067 SLC_7 -1.953 SLC_7 -0.00910 SLC_7 -0.01661 SLC_7 -0.00967 SLC_7 3 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00425 SLC_5 -0.00810 SLC_5 -0.00147 SLC_5 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00434 SLC_7 -0.00825 SLC_7 -0.00149 SLC_7 4 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00343 SLC_5 -0.00669 SLC_5 -0.00118 SLC_5 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00351 SLC_7 -0.00684 SLC_7 -0.00122 SLC_7 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.01638 SLC_5 -0.01581 SLC_5 -0.01086 SLC_5 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.01668 SLC_7 -0.01605 SLC_7 -0.01105 SLC_7 2 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.01493 SLC_5 -0.01429 SLC_5 -0.00768 SLC_5 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.01517 SLC_7 -0.01452 SLC_7 -0.00781 SLC_7 5 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00192 SLC_5 0.00464 SLC_7 -0.00016 SLC_5 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00194 SLC_7 0.00460 SLC_5 -0.00018 SLC_7 6 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00240 SLC_5 0.00589 SLC_7 0.00036 SLC_5 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00244 SLC_7 0.00583 SLC_5 0.00033 SLC_7 7 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00508 SLC_5 0.01351 SLC_7 0.00871 SLC_7 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00513 SLC_7 0.01333 SLC_5 0.00865 SLC_5 8 Max 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00448 SLC_5 0.01479 SLC_7 0.01150 SLC_7 Min 0.000 SLC_5 0.000 SLC_5 0.000 SLC_5 -0.00453 SLC_7 0.01460 SLC_5 0.01139 SLC_5 38 Max 0.080 SLC_7 -0.026 SLC_7 -0.086 SLC_5 0.00023 SLC_5 -0.00062 SLC_5 0.00007 SLC_7 Min 0.077 SLC_5 -0.029 SLC_5 -0.090 SLC_7 0.00016 SLC_7 -0.00066 SLC_7 0.00007 SLC_5 90 Max 0.229 SLC_7 -0.025 SLC_7 0.089 SLC_5 0.00183 SLC_5 -0.00110 SLC_5 -0.00036 SLC_7 Min 0.220 SLC_5 -0.029 SLC_5 0.084 SLC_7 0.00177 SLC_7 -0.00121 SLC_7 -0.00036 SLC_5 102 Max -2.665 SLC_5 -0.048 SLC_5 -0.647 SLC_5 -0.00102 SLC_5 0.01708 SLC_7 0.00558 SLC_7 Min -2.699 SLC_7 -0.049 SLC_7 -0.661 SLC_7 -0.00105 SLC_7 0.01686 SLC_5 0.00548 SLC_5 50 Max -1.565 SLC_5 -0.049 SLC_5 -0.364 SLC_5 -0.00082 SLC_5 0.01522 SLC_7 0.00734 SLC_7 Min -1.582 SLC_7 -0.050 SLC_7 -0.369 SLC_7 -0.00085 SLC_7 0.01503 SLC_5 0.00726 SLC_5 9 Max 1.209 SLC_7 -0.012 SLC_5 -1.630 SLC_5 -0.00897 SLC_5 -0.01581 SLC_5 -0.00873 SLC_5 Min 1.188 SLC_5 -0.012 SLC_7 -1.662 SLC_7 -0.00920 SLC_7 -0.01605 SLC_7 -0.00888 SLC_7 Pagel , 23 Nodal displacements envelope Translation Rotation Node X le y le z le Rx le Ry le Rz le [in] [in] [in] [Rad] [Rad] [Rad] 10 Max 1.029 SLC_7 0.011 SLC_7 -1.548 SLC_5 -0.00981 SLC_5 -0.01429 SLC_5 -0.01057 SLC_5 Min 1.011 SLC_5 0.011 SLC_5 -1.579 SLC_7 -0.01010 SLC_7 -0.01452 SLC_7 -0.01078 SLC_7 11 Max 0.163 SLC_7 0.001 SLC_7 -0.410 SLC_5 -0.00201 SLC_5 -0.00810 SLC_5 -0.00113 SLC_5 Min 0.159 SLC_5 0.001 SLC_5 -0.423 SLC_7 -0.00214 SLC_7 -0.00825 SLC_7 -0.00120 SLC_7 12 Max 0.134 SLC_7 -0.002 SLC_7 -0.319 SLC_5 -0.00130 SLC_5 -0.00669 SLC_5 -0.00097 SLC_5 Min 0.130 SLC_5 -0.002 SLC_5 .-0.329 SLC_7 -0.00141 SLC_7 -0.00684 SLC_7 -0.00100 SLC_7 13 Max 0.010 SLC_7 -0.001 SLC_7 -0.148 SLC_5 0.00006 SLC_5 0.00464 SLC_7 0.00013 SLC_5 Min 0.007 SLC_5 -0.001 SLC_5 -0.151 SLC_7 0.00002 SLC_7 0.00460 SLC_5 0.00012 SLC_7 14 Max -0.038 SLC_7 0.000 SLC_7 -0.196 SLC_5 -0.00021 SLC_5 0.00589 SLC_7 0.00032 SLC_7 Min -0.040 SLC_5 0.000 SLC_5 -0.200 SLC_7 -0.00022 SLC_7 0.00583 SLC_5 0.00031 SLC_5 15 Max -0.981 SLC_5 0.006 SLC_7 -0.435 SLC_5 -0.00096 SLC_5 0.01351 SLC_7 0.00799 SLC_7 Min -0.991 SLC_7 0.006 SLC_5 -0.440 SLC_7 -0.00100 SLC_7 0.01333 SLC_5 0.00787 SLC_5 16 Max -1.159 SLC_5 -0.007 SLC_7 -0.398 SLC_5 -0.00124 SLC_5 0.01479 SLC_7 0.00699 SLC_7 Min -1.171 SLC_7 -0.008 SLC_5 -0.404 SLC_7 -0.00127 SLC_7 0.01460 SLC_5 0.00690 SLC_5 17 Max 2.539 SLC_7 -0.016 SLC_5 -3.170 SLC_5 -0.00781 SLC_5 -0.01817 SLC_5 -0.00787 SLC_5 Min 2.492 SLC_5 -0.016 SLC_7 -3.245 SLC_7 -0.00805 SLC_7 -0.01844 SLC_7 -0.00804 SLC_7 18 Max 2.325 SLC_7 0.017 SLC_7 -3.057 SLC_5 -0.00822 SLC_5 -0.01858 SLC_5 -0.00866 SLC_5 Min 2.281 SLC_5 0.016 SLC_5 -3.131 SLC_7 -0.00851 SLC_7 -0.01886 SLC_7 -0.00886 SLC_7 19 Max 0.326 SLC_7 0.003 SLC_7 -0.539 SLC_5 -0.00077 SLC_5 -0.01005 SLC_5 -0.00098 SLC_5 Min 0.316 SLC_5 0.002 SLC_5 -0.566 SLC_7 -0.00090 SLC_7 -0.01029 SLC_7 -0.00106 SLC_7 20 Max 0.293 SLC_7 -0.001 SLC_7 -0.418 SLC_5 -0.00028 SLC_5 -0.00890 SLC_5 -0.00072 SLC_5 Min 0.283 SLC_5 -0.002 SLC_5 -0.442 SLC_7 -0.00040 SLC_7 -0.00913 SLC_7 -0.00075 SLC_7 21 Max 0.092 SLC_7 -0.001 SLC_7 -0.073 SLC_5 0.00094 SLC_5 0.00664 SLC_7 -0.00041 SLC_5 Min 0.084 SLC_5 -0.002 SLC_5 -0.077 SLC_7 0.00092 SLC_7 0.00656 SLC_5 -0.00043 SLC_7 22 Max 0.024 SLC_7 0.001 SLC_7 -0.142 SLC_5 0.00077 SLC_7 0.00824 SLC_7 -0.00021 SLC_7 Min 0.017 SLC_5 0.001 SLC_5 -0.148 SLC_7 0.00077 SLC_5 0.00813 SLC_5 -0.00021 SLC_5 23 Max -1.991 SLC_5 0.010 SLC_7 -0.718 SLC_5 -0.00089 SLC_5 0.01711 SLC_7 0.00621 SLC_7 Min -2.015 SLC_7 0.009 SLC_5 -0.733 SLC_7 -0.00094 SLC_7 0.01688 SLC_5 0.00608 SLC_5 24 Max -2.207 SLC_5 -0.009 SLC_7 -0.685 SLC_5 -0.00100 SLC_5 0.01683 SLC_7 0.00576 SLC_7 Min -2.234 SLC_7 -0.009 SLC_5 -0.699 SLC_7 -0.00104 SLC_7 0.01661 SLC_5 0.00566 SLC_5 26 Max 1.163 SLC_7 0.062 SLC_7 -1.718 SLC_5 -0.00852 SLC_5 -0.01578 SLC_5 -0.00890 SLC_5 Min 1.142 SLC_5 0.061 SLC_5 -1.751 SLC_7 -0.00874 SLC_7 -0.01602 SLC_7 -0.00906 SLC_7 27 Max 0.985 SLC_7 0.095 SLC_7 -1.618 SLC_5 -0.00942 SLC_5 -0.01424 SLC_5 -0.01082 SLC_5 Min 0.968 SLC_5 0.093 SLC_5 -1.650 SLC_7 -0.00971 SLC_7 -0.01447 SLC_7 -0.01104 SLC_7 28 Max 0.811 SLC_7 0.126 SLC_7 -1.505 SLC_5 -0.00863 SLC_5 -0.01088 SLC_5 -0.00988 SLC_5 Min 0.797 SLC_5 0.121 SLC_5 -1.535 SLC_7 -0.00893 SLC_7 -0.01108 SLC_7 -0.01005 SLC_7 29 Max 0.601 SLC_7 0.145 SLC_7 -1.335 SLC_5 -0.00727 SLC_5 -0.00760 SLC_5 -0.00774 SLC_5 Min 0.591 SLC_5 0.136 SLC_5 -1.362 SLC_7 -0.00757 SLC_7 -0.00775 SLC_7 -0.00790 SLC_7 30 Max 0.456 SLC_7 0.132 SLC_7 -1.181 SLC_5 -0.00578 SLC_5 -0.00686 SLC_5 -0.00565 SLC_5 Min 0.448 SLC_5 0.121 SLC_5 -1.205 SLC_7 -0.00602 SLC_7 -0.00698 SLC_7 -0.00583 SLC_7 Page2 . 24 Nodal displacements envelope Translation Rotation Node X le y le z le Rx le Ry le Rz le [in] [in] [in) [Rad) [Rad) [Rad] 31 Max 0.333 SLC_7 0.101 SLC_7 -1.008 SLC_5 -0.00429 SLC_5 -0.00748 SLC_5 -0.00387 SLC_5 Min 0.326 SLC_5 0.091 SLC_5 -1.029 SLC_7 -0.00447 SLC_7 -0.00758 SLC_7 -0.00406 SLC_7 32 Max 0.222 SLC_7 0.064 SLC_7 -0.798 SLC_5 -0.00308 SLC_5 -0.00840 SLC_5 -0.00248 SLC_5 Min 0.217 SLC_5 0.057 SLC_5 -0.816 SLC_7 -0.00321 SLC_7 -0.00850 SLC_7 -0.00267 SLC_7 33 Max 0.133 SLC_7 0.032 SLC_7 -0.555 SLC_5 -0.00231 SLC_5 -0.00861 SLC_5 -0.00145 SLC_5 Min 0.129 SLC_5 0.029 SLC_5 -0.570 SLC_7 -0.00241 SLC_7 -0.00875 SLC_7 -0.00160 SLC_7 34 Max 0.099 SLC_7 0.020 SLC_7 -0.424 SLC_5 -0.00200 SLC_5 -0.00807 SLC_5 -0.00112 SLC_5 Min 0.096 SLC_5 0.018 SLC_5 -0.436 SLC_7 -0.00213 SLC_7 -0.00823 SLC_7 -0.00120 SLC_7 35 Max 0.081 SLC_7 0.010 SLC_7 -0.324 SLC_5 -0.00128 SLC_5 -0.00666 SLC_5 -0.00095 SLC_5 Min 0.079 SLC_5 0.008 SLC_5 -0.334 SLC_7 -0.00140 SLC_7 -0.00681 SLC_7 -0.00097 SLC_7 36 Max 0.070 SLC_7 -0.012 SLC_7 -0.184 SLC_5 -0.00068 SLC_5 -0.00317 SLC_5 -0.00059 SLC_7 Min 0.068 SLC_5 -0.014 SLC_5 -0.192 SLC_7 -0.00077 SLC_7 -0.00325 SLC_7 -0.00064 SLC_5 37 Max 0.074 SLC_7 -0.024 SLC_7 -0.117 SLC_5 -0.00012 SLC_5 -0.00156 SLC_5 -0.00019 SLC_7 Min 0.071 SLC_5 -0.028 SLC_5 -0.123 SLC_7 -0.00019 SLC_7 -0.00161 SLC_7 -0.00023 SLC_5 39 Max 0.081 SLC_7 -0.018 SLC_7 -0.084 SLC_5 0.00031 SLC_5 0.00062 SLC_5 0.00032 SLC_5 Min 0.078 SLC_5 -0.021 SLC_5 -0.087 SLC_7 0.00025 SLC_7 0.00061 SLC_7 0.00028 SLC_7 40 Max 0.059 SLC_7 -0.005 SLC_7 -0.129 SLC_5 0.00019 SLC_5 0.00309 SLC_7 0.00043 SLC_5 Min 0.056 SLC_5 -0.006 SLC_5 -0.132 SLC_7 0.00015 SLC_7 0.00307 SLC_5 0.00039 SLC_7 41 Max 0.032 SLC_7 -0.001 SLC_7 -0.166 SLC_5 0.00013 SLC_5 0.00462 SLC_7 0.00023 SLC_5 Min 0.029 SLC_5 -0.001 SLC_5 -0.169 SLC_7 0.00010 SLC_7 0.00458 SLC_5 0.00022 SLC_7 42 Max -0.014 SLC_7 0.002 SLC_7 -0.219 SLC_5 -0.00014 SLC_5 0.00587 SLC_7 0.00039 SLC_7 Min -0.016 SLC_5 0.002 SLC_5 -0.222 SLC_7 -0.00014 SLC_7 0.00581 SLC_5 0.00038 SLC_5 43 Max -0.032 SLC_7 0.003 SLC_7 -0.238 SLC_5 -0.00010 SLC_7 0.00598 SLC_7 0.00051 SLC_7 Min -0.035 SLC_5 0.003 SLC_5 -0.242 SLC_7 -0.00011 SLC_5 0.00592 SLC_5 0.00048 SLC_5 44 Max -0.175 SLC_7 0.021 SLC_7 -0.354 SLC_5 -0.00012 SLC_7 0.00628 SLC_7 0.00157 SLC_7 Min -0.176 SLC_5 0.019 SLC_5 -0.359 SLC_7 -0.00015 SLC_5 0.00622 SLC_5 0.00150 SLC_5 45 Max -0.341 SLC_5 0.048 SLC_7 -0.442 SLC_5 -0.00039 SLC_5 0.00648 SLC_7 0.00312 SLC_7 Min -0.342 SLC_7 0.044 SLC_5 -0.448 SLC_7 -0.00040 SLC_7 0.00641 SLC_5 0.00303 SLC_5 46 Max -0.536 SLC_5 0.070 SLC_7 -0.500 SLC_5 -0.00054 SLC_5 0.00759 SLC_7 0.00503 SLC_7 Min -0.539 SLC_7 0.066 SLC_5 -0.507 SLC_7 -0.00059 SLC_7 0.00749 SLC_5 0.00492 SLC_5 47 Max -0.795 SLC_5 0.070 SLC_7 -0.524 SLC_5 -0.00051 SLC_5 0.01061 SLC_7 0.00701 SLC_7 Min -0.802 SLC_7 0.068 SLC_5 -0.531 SLC_7 -0.00058 SLC_7 0.01046 SLC_5 0.00690 SLC_5 48 Max -0.990 SLC_5 0.053 SLC_7 -0.513 SLC_5 -0.00063 SLC_5 0.01348 SLC_7 0.00796 SLC_7 Min -1.000 SLC_7 0.052 SLC_5 -0.519 SLC_7 -0.00067 SLC_7 0.01329 SLC_5 0.00784 SLC_5 49 Max -1.174 SLC_5 0.031 SLC_7 -0.483 SLC_5 -0.00094 SLC_5 0.01477 SLC_7 0.00690 SLC_7 Min -1.186 SLC_7 0.030 SLC_5 -0.490 SLC_7 -0.00097 SLC_7 0.01457 SLC_5 0.00681 SLC_5 51 Max 2.333 SLC_7 -0.063 SLC_5 -2.824 SLC_5 -0.00849 SLC_5 -0.01704 SLC_5 -0.00904 SLC_5 Min 2.293 SLC_5 -0.066 SLC_7 -2.882 SLC_7 -0.00872 SLC_7 -0.01729 SLC_7 -0.00921 SLC_7 52 Max 1.863 SLC_7 0.056 SLC_7 -2.616 SLC_5 -0.00813 SLC_5 -0.01675 SLC_5 -0.00879 SLC_5 Min 1.830 SLC_5 0.055 SLC_5 -2.671 SLC_7 -0.00837 SLC_7 -0.01700 SLC_7 -0.00895 SLC_7 Page3 ', ., 25 Nodal displacements envelope Translation Rotation Node X le y le z le Rx le Ry le Rz le [in] [in] [in] [Rad] [Rad] [Rad] 53 Max 1.667 SLC_7 0.093 SLC_7 -2.505 SLC_5 -0.00773 SLC_5 -0.01647 SLC_5 -0.00842 SLC_5 Min 1.636 SLC_5 0.089 SLC_5 -2.558 SLC_7 -0.00797 SLC_7 -0.01673 SLC_7 -0.00856 SLC_7 54 Max 1.438 SLC_7 0.124 SLC_7 -2.356 SLC_5 -0.00727 SLC_5 -0.01609 SLC_5 -0.00786 SLC_5 Min 1.411 SLC_5 0.118 SLC_5 -2.407 SLC_7 -0.00752 SLC_7 -0.01634 SLC_7 -0.00798 SLC_7 55 Max 1.068 SLC_7 0.145 SLC_7 -2.056 SLC_5 -0.00607 SLC_5 -0.01537 SLC_5 -0.00638 SLC_5 Min 1.047 SLC_5 0.135 SLC_5 -2.102 SLC_7 -0.00631 SLC_7 -0.01562 SLC_7 -0.00649 SLC_7 56 Max 0.758 SLC_7 0.132 SLC_7 -1.726 SLC_5 -0.00454 SLC_5 -0.01458 SLC_5 -0.00464 SLC_5 Min 0.742 SLC_5 0.121 SLC_5 -1.767 SLC_7 -0.00474 SLC_7 -0.01482 SLC_7 -0.00478 SLC_7 57 Max 0.509 SLC_7 0.101 SLC_7 -1.380 SLC_5 -0.00300 SLC_5 -0.01362 SLC_5 -0.00308 SLC_5 Min 0.498 SLC_5 0.091 SLC_5 -1.415 SLC_7 -0.00312 SLC_7 -0.01385 SLC_7 -0.00324 SLC_7 58 Max 0.326 SLC_7 0.064 SLC_7 -1.035 SLC_5 -0.00173 SLC_5 -0.01229 SLC_5 -0.00191 SLC_5 Min 0.317 SLC_5 0.057 SLC_5 -1.064 SLC_7 -0.00179 SLC_7 -0.01251 SLC_7 -0.00207 SLC_7 59 Max 0.207 SLC_7 0.031 SLC_7 -0.713 SLC_5 -0.00089 SLC_5 -0.01045 SLC_5 -0.00115 SLC_5 Min 0.201 SLC_5 0.027 SLC_5 -0.736 SLC_7 -0.00090 SLC_7 -0.01066 SLC_7 -0.00126 SLC_7 60 Max 0.168 SLC_7 0.016 SLC_7 -0.558 SLC_5 -0.00059 SLC_7 -0.00924 SLC_5 -0.00090 SLC_5 Min 0.162 SLC_5 0.014 SLC_5 -0.578 SLC_7 -0.00059 SLC_5 -0.00944 SLC_7 -0.00096 SLC_7 61 Max 0.146 SLC_7 0.006 SLC_7 -0.440 SLC_5 -0.00037 SLC_5 -0.00810 SLC_5 -0.00077 SLC_5 Min 0.141 SLC_5 0.004 SLC_5 -0.457 SLC_7 -0.00038 SLC_7 -0.00828 SLC_7 -0.00078 SLC_7 62 Max 0.129 SLC_7 -0.013 SLC_7 -0.235 SLC_5 0.00024 SLC_5 -0.00562 SLC_5 -0.00049 SLC_7 Min 0.125 SLC_5 -0.015 SLC_5 -0.247 SLC_7 0.00022 SLC_7 -0.00578 SLC_7 -0.00054 SLC_5 63 Max 0.137 SLC_7 -0.024 SLC_7 -0.103 SLC_5 0.00086 SLC_5 -0.00321 SLC_5 -0.00031 SLC_7 Min 0.132 SLC_5 -0.028 SLC_5 -0.111 SLC_7 0.00084 SLC_7 -0.00333 SLC_7 -0.00034 SLC_5 64 Max 0.149 SLC_7 -0.025 SLC_7 -0.043 SLC_5 0.00120 SLC_5 -0.00084 SLC_5 -0.00020 SLC_5 Min 0.143 SLC_5 -0.029 SLC_5 -0.048 SLC_7 0.00119 SLC_7 -0.00091 SLC_7 -0.00021 SLC_7 65 Max 0.145 SLC_7 -0.019 SLC_7 -0.054 SLC_5 0.00114 SLC_5 0.00168 SLC_5 -0.00010 SLC_5 Min 0.139 SLC_5 -0.021 SLC_5 -0.058 SLC_7 0.00114 SLC_7 0.00166 SLC_7 -0.00015 SLC_7 66 Max 0.104 SLC_7 -0.009 SLC_7 -0.137 SLC_5 0.00079 SLC_7 0.00453 SLC_7 -0.00007 SLC_5 Min 0.098 SLC_5 -0.010 SLC_5 -0.140 SLC_7 0.00077 SLC_5 0.00449 SLC_5 -0.00013 SLC_7 67 Max 0.068 SLC_7 -0.005 SLC_7 -0.186 SLC_5 0.00068 SLC_7 0.00575 SLC_7 -0.00005 SLC_5 Min 0.063 SLC_5 -0.006 SLC_5 -0.190 SLC_7 0.00064 SLC_5 0.00569 SLC_5 -0.00011 SLC_7 68 Max 0.011 SLC_7 0.000 SLC_7 -0.251 SLC_5 0.00062 SLC_7 0.00711 SLC_7 0.00003 SLC_5 Min 0.007 SLC_5 -0.001 SLC_5 -0.256 SLC_7 0.00057 SLC_5 0.00703 SLC_5 -0.00001 SLC_7 69 Max -0.012 SLC_7 0.002 SLC_7 -0.275 SLC_5 0.00061 SLC_7 0.00756 SLC_7 0.00008 SLC_5 Min -0.016 SLC_5 0.001 SLC_5 -0.280 SLC_7 0.00055 SLC_5 0.00747 SLC_5 0.00005 SLC_7 70 Max -0.218 SLC_7 0.021 SLC_7 -0.442 SLC_5 0.00036 SLC_7 0.01019 SLC_7 0.00085 SLC_7 Min -0.220 SLC_5 0.019 SLC_5 -0.449 SLC_7 0.00031 SLC_5 0.01006 SLC_5 0.00083 SLC_5 71 Max -0.516 SLC_5 0.048 SLC_7 -0.599 SLC_5 -0.00005 SLC_7 0.01235 SLC_7 0.00227 SLC_7 Min -0.518 SLC_7 0.045 SLC_5 -0.609 SLC_7 -0.00006 SLC_5 0.01218 SLC_5 0.00221 SLC_5 72 Max -0.890 SLC_5 0.069 SLC_7 -0.711 SLC_5 -0.00039 SLC_5 0.01402 SLC_7 0.00396 SLC_7 Min -0.898 SLC_7 0.066 SLC_5 -0.723 SLC_7 -0.00043 SLC_7 0.01383 SLC_5 0.00390 SLC_5 Page4 26 Nodal displacements envelope Translation Rotation Node X le y le z le Rx le Ry le Rz le [in] [in] [in] [Rad) [Rad) [Rad) 73 Max -1.322 SLC_5 0.067 SLC_? -0.752 SLC_5 -0.00061 SLC_5 0.01525 SLC_? 0.00546 SLC_? Min -1.336 SLC_? 0.065 SLC_5 -0.763 SLC_? -0.00067 SLC_7 0.01504 SLC_5 0.00539 SLC_5 74 Max -1.577 SLC_5 0.050 SLC_7 -0.736 SLC_5 -0.00070 SLC_5 0.01576 SLC_7 0.00600 SLC_7 Min -1.593 SLC_7 0.048 SLC_5 -0.748 SLC_7 -0.00075 SLC_? 0.01555 SLC_5 0.00593 SLC_5 75 Max -1.784 SLC_5 0.026 SLC_7 -0.703 SLC_5 -0.00079 SLC_5 0.01604 SLC_7 0.00636 SLC_7 Min -1.803 SLC_7 0.026 SLC_5 -0.714 SLC_? -0.00084 SLC_? 0.01583 SLC_5 0.00628 SLC_5 76 Max -2.204 SLC_5 -0.048 SLC_5 -0.575 SLC_5 -0.00089 SLC_5 0.01628 SLC_7 0.00661 SLC_7 Min -2.229 SLC_7 -0.049 SLC_? -0.585 SLC_7 -0.00093 SLC_? 0.01606 SLC_5 0.00652 SLC_5 78 Max 2.486 SLC_? 0.052 SLC_? -3.271 SLC_5 -0.00765 SLC_5 -0.01819 SLC_5 -0.00794 SLC_5 Min 2.440 SLC_5 0.050 SLC_5 -3.348 SLC_? -0.00789 SLC_7 -0.01846 SLC_7 -0.00811 SLC_? 79 Max 2.268 SLC_7 0.086 SLC_7 -3.149 SLC_5 -0.00809 SLC_5 -0.01862 SLC_5 -0.00874 SLC_5 Min 2.225 SLC_5 0.083 SLC_5 -3.224 SLC_7 -0.00837 SLC_7 -0.01890 SLC_? -0.00895 SLC_? 80 Max 1.993 SLC_7 0.121 SLC_7 -2.969 SLC_5 -0.00720 SLC_5 -0.02044 SLC_5 -0.00749 SLC_5 Min 1.954 SLC_5 0.115 SLC_5 -3.041 SLC_7 -0.00750 SLC_7 -0.02076 SLC_7 -0.00766 SLC_7 81 Max 1.490 SLC_7 0.144 SLC_7 -2.561 SLC_5 -0.00541 SLC_5 -0.02184 SLC_5 -0.00565 SLC_5 Min 1.459 SLC_5 0.135 SLC_5 -2.627 SLC_7 -0.00570 SLC_7 -0.02220 SLC_7 -0.00580 SLC_7 82 Max 1.040 SLC_? 0.132 SLC_? -2.084 SLC_5 -0.00366 SLC_5 -0.02115 SLC_5 -0.00395 SLC_5 Min 1.016 SLC_5 0.121 SLC_5 -2.142 SLC_? -0.00390 SLC_7 -0.02152 SLC_? -0.00412 SLC_? 83 Max 0.684 SLC_7 0.101 SLC_7 -1.589 SLC_5 -0.00215 SLC_5 -0.01896 SLC_5 -0.00258 SLC_5 Min 0.667 SLC_5 0.091 SLC_5 -1.638 SLC_? -0.00233 SLC_7 -0.01932 SLC_7 -0.00277 SLC_7 84 Max 0.437 SLC_7 0.064 SLC_7 -1.124 SLC_5 -0.00107 SLC_5 -0.01581 SLC_5 -0.00167 SLC_5 Min 0.425 SLC_5 0.057 SLC_5 -1.164 SLC_7 -0.00119 SLC_7 -0.01613 SLC_? -0.00186 SLC_? 85 Max 0.291 SLC_7 0.028 SLC_7 -0.729 SLC_5 -0.00060 SLC_5 -0.01215 SLC_5 -0.00119 SLC_5 Min 0.282 SLC_5 0.025 SLC_5 -0.761 SLC_7 -0.00070 SLC_7 -0.01241 SLC_? -0.00134 SLC_? 86 Max 0.247 SLC_? 0.012 SLC_7 -0.555 SLC_5 -0.00078 SLC_5 -0.01008 SLC_5 -0.00098 SLC_5 Min 0.238 SLC_5 0.010 SLC_5 -0.583 SLC_7 -0.00091 SLC_? -0.01032 SLC_7 -0.00106 SLC_7 87 Max 0.223 SLC_7 0.002 SLC_7 -0.425 SLC_5 -0.00028 SLC_5 -0.00893 SLC_5 -0.00069 SLC_5 Min 0.215 SLC_5 0.001 SLC_5 -0.449 SLC_? -0.00040 SLC_7 -0.00916 SLC_7 -0.00072 SLC_? 88 Max 0.202 SLC_7 -0.014 SLC_7 -0.176 SLC_5 0.00078 SLC_5 -0.00738 SLC_5 -0.00041 SLC_7 Min 0.195 SLC_5 -0.016 SLC_5 -0.193 SLC_7 0.00070 SLC_7 -0.00763 SLC_7 -0.00046 SLC_5 89 Max 0.212 SLC_7 -0.024 SLC_7 0.005 SLC_5 0.00152 SLC_5 -0.00455 SLC_5 -0.00037 SLC_? Min 0.204 SLC_5 -0.027 SLC_5 -0.005 SLC_7 0.00145 SLC_7 -0.00475 SLC_7 -0.00041 SLC_5 91 Max 0.222 SLC_7 -0.019 SLC_7 0.070 SLC_5 0.00169 SLC_5 0.00243 SLC_5 -0.00034 SLC_5 Min 0.213 SLC_5 -0.022 SLC_5 0.067 SLC_7 0.00164 SLC_? 0.00241 SLC_? -0.00038 SLC_7 92 Max 0.168 SLC_7 -0.010 SLC_7 -0.039 SLC_5 0.00119 SLC_5 0.00562 SLC_7 -0.00038 SLC_5 Min 0.159 SLC_5 -0.011 SLC_5 -0.043 SLC_7 0.00116 SLC_7 0.00556 SLC_5 -0.00042 SLC_7 93 Max 0.125 SLC_7 -0.007 SLC_7 -0.098 SLC_5 0.00097 SLC_5 0.00666 SLC_? -0.00038 SLC_5 Min 0.116 SLC_5 -0.008 SLC_5 -0.103 SLC_? 0.00095 SLC_7 0.00658 SLC_5 -0.00040 SLC_7 94 Max 0.059 SLC_7 -0.003 SLC_7 -0.174 SLC_5 0.00079 SLC_7 0.00826 SLC_7 -0.00018 SLC_7 Min 0.051 SLC_5 -0.003 SLC_5 -0.180 SLC_7 0.00079 SLC_5 0.00815 SLC_5 -0.00019 SLC_5 Pages '• ., Nodal displacements envelope Translation Node X le y le [in] [in] 95 Max 0.031 SLC_7 0.000 SLC_7 Min 0.024 SLC_5 -0.001 SLC_5 96 Max -0.233 SLC_7 0.021 SLC_7 Min -0.236 SLC_5 0.019 SLC_5 97 Max -0.639 SLC_5 0.049 SLC_7 Min -0.642 SLC_7 0.045 SLC_5 98 Max -1.153 SLC_5 0.069 SLC_7 Min -1.164 SLC_7 0.065 SLC_5 99 Max -1.709 SLC_5 0.065 SLC_7 Min -1.729 SLC_7 0.063 SLC_5 100 Max -2.002 SLC_5 0.046 SLC_7 Min -2.027 SLC_7 0.044 SLC_5 101 Max -2.224 SLC_5 0.023 SLC_7 Min -2.251 SLC_7 0.022 SLC_5 Envelope for nodal reactions Note.-le is the controlling load condition My y <::._,.,,.,"' J-: 't Fy Mx z Fx J Fz,.,· •--,,. ~t,:' MZj Direction of positive forces and moments Envelope of nodal reactions for SLC_5=DL+WL SLC_7=0.6DL+WL Forces Node Fx le Fy le [Lb] [Lb] 3 Max -26.578 SLC_7 -1131.318 SLC_5 Min -31.958 SLC_5 -1808.154 SLC_7 4 Max -19.340 SLC_5 2998.760 SLC_5 Min -20.205 SLC_7 2517.010 SLC_7 Max -195.958 SLC_519008.539 SLC_7 Min -199.582 SLC_718725.276 SLC_5 2 Max 273.612 SL ... -15983.865 SLC_5 Min 264.993 SL ... -17139.607 SLC_7 5 Max -26.706 SLC_5 2173.601 SLC_5 Min -28.361 SLC_7 1627.325 SLC_7 z [in] -0.202 -0.208 -0.415 -0.424 -0.629 -0.642 -0.783 -0.799 -0.835 -0.851 -0.817 -0.833 -0.781 -0.797 Fz [Lb] 205.504 202.052 195.924 192.599 687.449 681.166 469.880 466.223 181.373 180.606 27 Rotation le Rx le Ry le Rz le [Rad] [Rad] [Rad] SLC_5 0.00086 SLC_7 0.00903 SLC_7 -0.00015 SLC_7 SLC_7 0.00085 SLC_5 0.00890 SLC_5 -0.00017 SLC_5 SLC_5 0.00067 SLC_7 0.01359 SLC_7 0.00051 SLC_7 SLC_7 0.00064 SLC_5 0.01338 SLC_5 0.00045 SLC_5 SLC_5 0.00019 SLC_5 0.01707 SLC_7 0.00173 SLC_7 SLC_7 0.00018 SLC_7 0.01680 SLC_5 0.00164 SLC_5 SLC_5 -0.00030 SLC_5 0.01889 SLC_7 0.00341 SLC_7 SLC_7 -0.00034 SLC_7 0.01860 SLC_5 0.00330 SLC_5 SLC_5 -0.00071 SLC_5 0.01848 SLC_7 0.00519 SLC_7 SLC_7 -0.00077 SLC_7 0.01821 SLC_5 0.00507 SLC_5 SLC_5 -0.00079 SLC_5 0.01715 SLC_7 0.00619 SLC_7 SLC_7 -0.00083 SLC_7 0.01691 SLC_5 0.00607 SLC_5 SLC_5 -0.00091 SLC_5 0.01685 SLC_7 0.00573 SLC_7 SLC_7 -0.00095 SLC_7 0.01663 SLC_5 0.00563 SLC_5 Moments le Mx le My le Mz le [Kip*ft] [Kip*ft] [Kip*ft] SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 Page6 ., .. 28 Envelope for nodal reactions Forces Moments Node Fx le Fy le Fz le Mx le My le Mz le [Lb] [Lb] [Lb] [Kip*ft] [Kip*ft] [Kip*ft] 6 Max 4.793 SLC_5 178.623 SLC_5 203.899 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 Min 0.829 SLC_7 -292.574 SLC_7 200.768 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 7 Max 71.614 SLC_5 -9002.931 SLC_5 379.555 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 Min 65.952 SLC_7 -9696.946 SLC_7 378.923 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 8 Max 414.513 SLC_711630.436 SLC_5 298.951 SLC_7 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 Min 412.743 SLC_511537.558 SLC_7 297.796 SLC_5 0.00000 SLC_5 0.00000 SLC_5 0.00000 SLC_5 Page? .. pacific coast structural engineering, lie Current Date: 1/30/2012 2:43 PM Units system: English File name: Z:\01 Projects\2011\211029 Glanbia Nutritionals\Calculations\Exterior Screen Wall.etz\ Company Address: 4384 mississippi street, suite a Report: Summary • Group by section Load conditions to be included in design : LC1=1.4DL LC4_ 1 =1.2DL +1.6WL LC6_ 1 =0.9DL +1.6WL Description Bottom Horizontal Horiz Conn Top Horizontal Section HSS_RECT BX2X1_ 4 HSS_SQR 5X5X3_8 HSS_RECT BX6X3_8 HSS_RECT BX2X1_ 4 HSS_RECT 3X2X1_8 Member 18 1 134 75 94 Steel Code Check Ctrl Eq. Ratio LC6_ 1 at 0.00% 0.49 LC6_1 at 100.00% 0.51 LC6_1 at 100.00% 0.23 LC6_1 at 100.00% 0.23 LC6_ 1 at 0.00% 0.42 Pagel 29 Status Reference OK Eq. H1-1b OK Eq. H1-1b OK OK Eq. H1-1b OK Eq. H1-1b pacific coast simctura1rmoi1111erini, lit 4384 rn:sii'iss1ppi st si;jtt'-i Project: 210029 Glanbia Nutritionals (NA}, Inc. sa., d:ego. ca s21.oc Ext~rior Screen 858.2i'0-37£'$ Prepared By: WAL Date: i/27/2012 ~~ l-[O~"W~ ~ ivt?.e-T° f>t\:I!tfO· Wwi.1N~ tfl,,OM AAr-1 GicM~J f}Ai. 6'IVrJ!fi ,f;>·(U:£ ,~ ti/1f.t1i.,'b MP..K J.,)iNO f<>a.,~ iS 7oZ.v~ ,CO,<sJN~cft !!lN 1$ ( 2,.) -f.t/ U)Nlr 1/61 fi k.t,""T t.,,J €;\.,i);:~ J_ ·t (p;( % i' if t .3 tJD'Pi>\ :: ,:2.:2. ,:;._ '(.. (1.-) ~/,/<p Bo·~ ~ ~ _11~ YA~ 1"0 rvp;i:'° '?-ree.,. -$~~ M~ P~~,$ fr/1,'t' *'~ro T'l ~½ £.1fl.:·>C'fJM' t.-Ji"P\. .#-6 5Jtc:rr M~ ~S Ai· {Su o,c. (tf paz,. €0(,-t rJ-l ~ u' f'A~) A9WM>f N\;r 7,0 %i'1 A 1 .ffe.$ ~ f;Htz,0 9'l Mt\., (. ~t/) H/tTe't.J/fl. ts (ft:>O 'fb/t :$tf~ t.B> 1,-l SitQtit. .rrJ!J fU3 t.-i ,...i 1f:NS1ow (f,1:,,...:r11,) 0 fl i1 1rJ;llft .. ,f7ol'J ~- oacmc coaststructuml inurneennu~ He 43$4 miss1SS,p}l: sf' SUt'.* a Project: Sail tininc, ca 92:lN 210029 Glanbia_Nutritlonals (NA), Inc. Exte_rior Screen · $55,270.3700 w,•;w.µ:;se-s!:l,cu:n Prepared By: WAL Date: i/30/2012 F~M .AA-M C1!£1'1 (}.!'f'S I Ml~,{•J1.vf1 {).JwflltJAP-0 full..(.& -ON ~onl'J\r I$ tfif,29~ Ci{~ j~r-Ji.r' 1\-(W',,{$ 1ti) .:: t/1/ f.~F ,< /5"00f~-F Av,owP$W fop. ,.qDL t-WL ~J) C,f{$,€} l,,J(l(F,f'(" aP fo<:;T'IN..r M.ft;T' {1,$$!,;;r' VrViFr: { 1~<i1 . 9 '/.. /9)-~ ~ ?;-\ 311 ~ ~ lr:31..5 vG, > {Gi,'{t-,p :. (:J~ -- -, .,__ Description : pacific coast structural engineerng 4384 mississippi street, suite a san diego, ca 92104 858.270.3796 , www.pcse-sd.com Glanbia Exterior Screen Base Plate Title: Engineer: Job# 32 Project Desc.: Project Notes : Posted: 30 JAt, 2012, 4·12PM ·. :ii:12:01,12;'v~r:a 12.ot12 I General Information Calculations per AISC 360-05 & Dsgn Guide# 1, IBC 2009, CBC 2010, ASCE 7-05 Material Properties AISC Design Method Allowable Stress Design Steel Plate Fy = 36.0 ksi ASIF : Allowable Stress Increase Factor ABIF: Allowable Bearing Increase Factor n c : ASD Safety Factor. Concrete Support fc = 3.0 ksi Assumed Bearing Area : Full Bearing Column & Plate Column Properties Steel Section : HSS5X5X3/8 Depth 5in 5in 0.349 in Width Flange Thickness Web Thickness Plate Dimensions in N: Length 13.0 in B : Width 16.0 in Thickness 0.3750 in Column assumed welded to base plate. Allowable Bearing Fp per J8 Area !xx lyy 6.18 in"2 21.7 in"4 21.7 in"4 Support Dimensions Width along "X" Length along "Z' 36.0 in 36.0 in -·----·--·--·---L---- Lr-"i-:J 1.0 1.0 2.50 5.10 ksi '--AP,,._,'P_l1_·ed_L_o_a_ds ___ p-,--_y _____ -__ -__ -_-___ ....,_y.,...,_z ____ ------------~==-__ ,....,.fVl_:_0 ____ -___ -_ r ; :· +P' '. _ _ ,: :~fN~· i 4.420 k k k-ft ' ·. j D : Dead Load ....... L: Live ....... k k k-ft l i Lr : Roof Live ........ . k k k-ft '\ S :Snow ............... . k k k-ft W:Wind ............... . k k k~ E : Earthquake ............. . k k k-ft H : Lateral Earth ....... .. k k k-ft " P " = Gravity load, "+" sign is downward. "+" Moments create higher soil pressure at +Z edge. "+" Shears push plate towards +Z edge. ~I A-n-ch_o_r 8-o-lts-------~I Anchor Bolt or Rod Description 1/2" Max ofTension or Pullout Capacity ......... .. Shear Capacity ........................................ . Edge distance : bolt to plate ................. .. Number of Bolts in each Row ................. .. Number of Bolt Rows ....................... . 1.0 k 1.0 k 1.50 in 2.0 1.0 ' ' ,,' ~ __ ,,J -~,~,--.... • • • • • • l I 'i '--~ ' ' 1 ' "~ ·--pacific coast structural engineerng 4384 mississippi street, suite a san diego, ca 92104 858.270.3796 , www.pcse-sd.com Title: Engineer: Project Desc.: Project Notes : Job# 33 Pri•ted: 30 JAt, 201?, 4:12PM ENE I.._C,'INC.-1983'2!)11, _Bui19:6.-12.01,12N~r;6.12:01, 12· Description : Glanbia Exterior Screen Base Plate .... GOVERNING DESIGN LOAD CASE SUMMXiiY __________ -----------·-Mu : Max. Moment .................... . Plate Design Summary fb : Max. Bending Stress .............. . Design Method Allowable Stress Design Fb : Allowable : Governing Load Combination +D Fy *ASIF/ Omega Governing Load Case Type Axial Load Only Bending Stress Ratio Design Plate Size Pa : Axial Load .. .. Ma: Moment ...... .. 1'-1" X 1'-4" X 0-3/8" 4.420 k 0.000 k-ft fu : Max. Plate Bearing Stress .... Fp : Allowable : ---------------0.336 k-in 9.563 ksi 21.557 ksi 0.444 Bending Stress OK 0.021 ksi 2.040 ksi fv: Actual .............................. .. 0.000 ksi 0.000ksi 0.000 min( 0.85*fc*sqrt(A2/A 1), 1.7* rc)/Ome Fv: Allowable = 0.60 * Fy / 1.5 (per G2) Shear Stress Ratio Load Comb. : +D Loading Pa : Axial Load .... Design Plate Height ........ . Design Plate Width ........ . Will be different from entl}' if partial bearing used. A1 : Plate Area ....... .. A2: Support Area ................. . sqrt(A2/A1) Distance for Moment Calculation nm" ................... .. II n 11 '"""''"''""'''"'" x ............................. . Lambda ..................... . n' ....................................... . n' *Lambda ................................ .. L = max(m, n, n") ....................... .. Shear Stress OK 4.420 k 13.000 in 16.000 in 208.000 in'2 1,053.000 in'2 2.000 4.125 in 5.625 in 0.000 in'2 0.000 0.010 in 0.000 in 5.625 in Bearing Stress Ratio 0.010 Bearing Stress OK -·---· ___ ,,_____ .. ,_ ---------·-·--------·--------------· -------- Bearing Stresses Fp : Allowable ............................. .. fa : Max. Bearing Pressure Stress Ratio ...................... . Plate Bending Stresses Mmax = Fu * L '2 / 2 ................. .. fb: Actual .............................. .. Fb : Allowable ............................ .. Stress Ratio .................... . Shear Stress fv: Actual .............................. .. Fv : Allowable ............................. . Stress Ratio ................... .. Axial Load Only, No Moment 2.040 ksi 0.021 ksi 0.010 0.336 k-in 9.563 ksi 21.557 ksi 0.444 0.000 ksi 0.000 ksi 0.000 CB120018 2840 LOKERAVEAST GLANBIA NUTRITIONALS-CONSTRUCT FREE'STANnlNC:: l=XTl=RIOR l=NTRV ~r.Ri=i:::1\1 I j 0 f 12.., TD PLA--AJ / E11~ /~,re/ /3'6(yJL w/~' CCu.Ls 1-1-/J--at iJ 11L , f 1, /, 2, p, rJ t!..,, rt!... ,J1vj1& p-lf)vrJ UI ~ /-/3 -/ 2-fi¢<! ~ , { ~l ('--6(.,AJ/4)~ il-10 (_ J-1 It t-&5: l @) {C:: tJ 'b \,.c.. 4 t-( ,;J12 -;o:-ij !J t,J / ~ f / mJ> {i!_ FU ;i.( cD( t2-lSSLJ2.W Cc:.e. lS:S . Cl CV Approved Date By ,;;-/~I I 2--,_ A .-BUILDING CJ rrr1 PLANNING 1 ltz..../1 Go I~ ENGINEERING -1-6i '\ L-oo,, FIRE Expedite? Y 1N} I It/ (2.-, I t:l-Y-) , ,, AFS Checked by: u HazMat APCD Health Forms/Fees Sent Rec"d Due7 By Encina / y N Fire / y N HazHealthAPCD I y N PE&M J y N School 7 y N Sewer I y N Stormwater I y N Special Inspection /. y N CFD: y~ ' LandUse: Density: lmpArea: FY: Annex: Factor: ~ PFF: y /N ) Commen'ts-" Date Date Date Date Building /-/'3-/Z, Planning Engineering Fire Need? ~Trn.J1 °F11)· ,=,' ~ ,i, ~.::.--_ '§(pone > 1'6,ll) uJK"lf. 's Co1r1b, ~Do~ ,_. -I J,b Done ,. ., '--ODone ODone SW 0 Issued