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HomeMy WebLinkAbout2800 ROOSEVELT ST; ; CB142005; Permit- City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-14-2014 Commercial/Industrial Permit Permit No: CBI 42005 Building Inspection Request Line (760) 602-2725 Job Address: 2800 ROOSEVELT ST CBAD Permit Type: TI Sub Type: INDUST Status: ISSUED Parcel No: 2031820400 Lot #: 0 Applied: 08/13/2014 Valuation: $25,056.00 Construction Type: NEW Entered By: JMA Occupancy Group: Reference # Plan Approved: 10/14/2014 Issued: 10/14/2014 Inspect Area Plan Check #: Project Title: ADVANCED BIOLOGICS: 675 SF MODULAR BUILDING BUILT INSIDE EXISTIN BLDG. ELEC & MECH INCLUDED IN BUILDING Applicant: Owner: MICHELE ARNOLD-KUSH ROOSEVELT TAMARACK INVESTMENTS L P 925 FORT STOCKTON DR 6 VENTURE #215 SAN DIEGO CA 92103-1817 IRVINE CA 92618 619-297-6153 Building Permit $280.94 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $196.66 Meter Fee $0.00 Add'I Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $5.26 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $212.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee $1.00 HMP Fee Fire Expedidted Plan Review $340.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $1,035.86 Total Fees: $1,035.86 Total Payments To Date: $1,035.86 Balance Due: $0.00 FINAL APPROVAL Inspector: _____________ Date: ("s'" P 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 pretest 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 tight to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees andcapacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EIPLANNING ENGINEERING []BUILDING []FIRE DHEALTH OHAZMATIAPCD I Building Permit Application Plan Check No. 41141> 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value '' CITY OF Ph: 760-602-2719 Fax: 760-602-8558 CARLSBAD email: buildingcarlsbadca.gov Plan Ck. Deposit Dat I - 9_01V1SWPPP www.carisbadca.gov JOB ADDRESS 2800 ROOSEVELT ST. CARLSBAD, CA 92008 SUITE#/SPACE#/UNIT# APN I 203 - 182 - 04 - 00 ST/PROJECT # LOT # PHASE # C OF UNITS A BEDROOMS A BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 011 GROUP ADVANCED BIOLOGICS V B B DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) T.I. WILL INCLUDE STRUCTURAL WORK FOR ROOF COMPRESSOR EQUIPMENT SUPPORT. SCOPE OF WORK IS A PRE-FABRICATED MODULAR BUILDING COMPONENT. STRUCTURAL CALCULATIONS HAVE BEEN PROVIDED FOR MODULAR COMPONENT. ALL LIGHTING AND MECHANICAL IS INCLUDED IN PRE-FABRICATED MODULAR BUILDING COMPONENT EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING EXISTING SUITE CLEAN ROOM YESEI#. NO[ YESEINOD 111RESPRINKLERS YES[E]NOD APPLICANT NAME (Primary Contact) MICHELE ARNOLD-KUSH APPLICANT NAME (Secondary Contact) JESSE ADAWAG ADDRESS ADDRESS 925 FORT STOCKTON 2800 ROOSEVELT ST. CITY STATE ZIP CITY STATE ZIP SAN DIEGO CA 92103 CARLSBAD CA 92008 PHONE FAX PHONE FAX 619 297 6153 619 299 6072 800 272 0267 X704 480 287 9391 EMAIL EMAIL MICHELESAFDIERABINES.COM JADAWAGADVANCEDBIOLOGICS.COM PROPERTY OWNER NAME YELLAND PROPERTIES CONTRACTOR BUS. NAME WHITE CONSTRUCTION ADDRESS ADDRESS 6 VENTURE ST. SUITE 215 2524 GATEWAY ROAD CITY STATE ZIP CITY STATE ZIP IRVINE CA 92618 CARSLBAD CA 92009 PHONE FAX PHONE FAX 949 727 0283 7609311130 EMAIL EMAIL SEAN@WHITECONSTRUCTIONINC.COM ARCH/DESIGNER NAME & ADDRESS STATE LIC. A STATE LIC.# CLASS CITY BUS. LIC.# SAME RABINES INTERIORS 452513 (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 applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter , 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 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 00003@091 (9 J Ian 0®W Workers' Compensation Declaration: thereby affirm under penalty of perjury one of the ibulo wing declarations: i:i 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. E?J 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 canter and policy number are: Insurance Co. State Compensation Ins Fund Policy No. 9083788.14 Expiration Date 111115 This section need not be completed if the permit is for one hundred dollars ($100) or less. []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. AT CONTRACTOR SIGNATURE DAGENT DATE 10/11/14 ®@0I1®I(D @W170®( Ihereby affirm that I am exempt from Contractor's License Law for the fo!Iowing reason: [J 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). [J 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). [] lam 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 Dyes [—]No 2.1 (have! have not) signed an application fora building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address/phone! contractors' license number): 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/address! phone /contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (Include name/address/phone/type of work): 'PROPERTY OWNER SIGNATURE []AGENT DATE ®GO 17MOO O@O®(J (®® )®O®()O O(!)O&E)O( @G)O?O 0()1S7 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration lisrm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed within 1000 feet of the outer boundary of a school site? Yes No 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. 006(i)c?o00 (00(0 CG()? 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 Lender's Address O7 @O(O(17O®( Icertifythati have read theapplication and state thatthe above inthmwtion isconectand thatthe Information on the plans is accurate. lagree to complywith all Cityotnlinances and State laws relatingtobuildingconstruction. 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 forexcavations over 50' deep and demolition orconstruction of structures over 3stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions ofthis Code shall expire by Imitation and become nut and void tithe building orwork authorized by such perTnht is not commenced within 180 days torn the date of such permit or if the buildi gor.wolkautho by such permit is suspended or abandoned at any time after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). ,.g'APPLICANT'S SIGNATURE DATE ' ..,._ c' - - STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTI FICATE OF O CC UP A N CY ... Fax (760) 602-8560, Email buiIdingcarIsbadca.goV or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) eo/c0007 CONTACT NAME MICHELE ARNOLD-KUSH OCCUPANT NAME ADVANCED BIOLOGICS ADDRESS 925 FORT STOCKTON DR. : BUILDING ADDRESS 2800 ROOSEVELT ST. CITY STATE : ZIP CITY STATE ZIP SAN DIEGO CA 92103 Carlsbad CA 92008 PHONE 6192976153 FAX \ 6192996072 EMAIL OCCUPANT'S BUS. LIC. No. MICHELE@SAFDIECABINES.COM DELIVERY OPTIONS PICK UP: CONTACT (Listed above) 04CUPANT (Listed above) CONTRACTOR (On P. 1) /4'2 005 I ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OUPANT (Listed above) CONTRACTOR (On P. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL! FAX TOOTHER: CHANGE OF USE / NO CONSTRUCTION 14 .MAPPLICANT'S SIGNATURE DATE - \ek woo, ~A' C, Inspection List Permit#: CB142005 Type: TI INDUST ADVANCED BIOLOGICS: 675 SF MODULAR BUILDING BUILT INSIDE EXIS Date -Inspection Item Ins pectorAct Comments 01/28/2015 85 T-Bar RI 01/28/2015 89 Final Combo PD AP 10/29/2014 14 Frame/Stee!IBoItingIWeIdin PD AP Thursday, January 29, 2015 Page 1 of 1 CITY OF CARLSBAD INSPECTION RECORD 3uilding Division 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB El CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION! El FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: wwwCarlsbadca.gov/Building AND CLICK ON "Request ¶,nspe,tion" If CB142005 2800 ROOSEVELT ST ADVANCED BIOLOGICS: 600 SF MODULAR BUILDING BUILT INSIDE EXISTIN BLDG. ELEC & MECH INCLUDED IN BUILDING TI INDUST Lot#: MICHELE ARNOLD-KUSH i7 IF "YES" IS CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FINAL BUILDING INSPECTIO N . IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. AFTE R ALL REQUIRED APPROVALS ARE SIGNED OFF— FAX TO 760-602-8560, EMAIL TO BLDG INSPECTION S@CARLSBADCA.GOV OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE., CARLSBAD, CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 160.602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. CS rrrrn. Prior to Requesting Building Final If Checked YES Date Inspector IV mArI-i.I - 760-944,8463 Nlow 48 hours CM&I (Engineering Inspections) 760-438-3891 Fire Prevention 760-602-4660 Call before 2 pm Aflow 48 hours Type of Inspection Type of Inspection CODE # #11 FOUNDATION Date Inspector - Date Inspector #31 0 ELECTRIC UNDERGROUND 0 UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC (-2 ...-rc- #66 MASONRY PRE GROUT #33 0 ELECTRIC SERVICE 0 TEMPORARY 0 GROUT 0 WALL DRAINS #35 PHOTO VOLTAIC #10 TILT PANELS #39 FINAL #11 POUR STRIPS #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME 0 FLOOR 0 CEILING f• -/3 C #44 0 DUCT& PLENUM 0 REF. PIPING #15 ROOFSHEATHING #43 HEAT-AIRCOND. SYSTEMS #13 EXT. SHEAR PANELS #49 FINAL #16 INSULATION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) #51 POOL EXCA/STEEL/BOND/FENCE #83 ROOF SHEATING, EX1 SHEAR (13,15) - #55 PREPLASTER/FINAL , #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL . #85 T- Bar (14,24,34,44) tm Date Inspector #89 FINAL OCCUPANCY(19129139149) f. E 7 - - #22 0 SEWER & BL/CO 0 PL/CO I;1 Date InspectoT #2i UNDERGROUND OWASTE DWTR . ., #24 TOPOUT OWASTE OWIR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 0 GAS TEST 0 GAS PIPING A/S UNDERGROUND FLUSH Af— #25 WATER HEATER A/S OVERHEAD VISUAL 2.1z' - - #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL Ell PA NO M. ml Iffl—m F/A ROUGH-IN iJ/A. - #600 PRE-CONSTRUCTION MEETING F/A FINAL #603 FOLLOW UP INSPECTION F1XEDEXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTJNG SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING . FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURETEST #610 VERBAL WARNING MEDICAL GAS FINAL SEE BACK FOR SPECIAL NOTES - EsGil Corporation In (Partners flip wit/i government for Building Safety DATE: 10/9/14 C3 APPLICANT U JURI& JURISDICTION: City of Carlsbad E3--PLAN REVIEWER U FILE. PLAN CHECK NO.: 14-2005 SET: III PROJECT ADDRESS: 2800 Roosevelt Street PROJECT NAME: Advanced Biologics - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Eli 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. 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. 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: 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: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person LI REMARKS: By: Doug Moody Enclosures: EsGil Corporation [:1 GA DEJDMB EJPC 10/2/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners flip wit'fl government for 8u1ti1ng Safety DATE: 9/19114 U APPLICANT URIS. JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 14-2005 SET: II PROJECT ADDRESS: 2800 Roosevelt Street PROJECT NAME: Advanced Biologics - TI The plans transmitted herewith have been corrected where necessary and substantially comply 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: 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: Michele Arnold Kush Telephone #: 619-297-6153 ,ate contacted: cyJi1 (by: / Email: MicheIesafdierabines.com Fax it: IVIaiI 7e1eph0ne\ Fax In Person LI REMARIS .) By: Doug Moody (SA) Enclosures: EsGil Corporation [:1 GA DEJDMB E] PC 9/12/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 14-2005 9/19114 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. Please provide the ICC listing information for the clean room showing it to be a listed assembly or provide complete plans showing the clean room to comply as a site constructed room. No correction response was provided for this correction. The original correction is still applicable. Also a set of structural calculations were provided to justify the adequacy of the clean room. After the ICC report has been provided and reviewed additional corrections may follow. SEE NEXT PAGE FOR ADDITIONAL INFORMATION City of Carlsbad 14-2005 9119/14 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. 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: Yes L3 No 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 Doug Moody (SA) at Esgil Corporation. Thank you. EsGil Corporation In a'artnersfiip with government for (Buitling Safety DATE: 8/21/14 U.APPLICANT 'JURIS. JURISDICTION: City of Carlsbad "0 PLAN REVIEWER U FILE PLAN CHECK NO.: 14-2005 SET: I PROJECT ADDRESS: 2800 Roosevelt Street PROJECT NAME: Advanced Biologics - TI LI The plans transmitted herewith have been corrected where necessary and substantially comply 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. LII 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LII The applicant's copy of the check list has been sent to: 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: Michele Arnold Kush Telephone #: 619-297-6153 /Date contacted:bf7,.1 (by: '_.Email: Michelesafdierabines.com Fax #: iMaiI Telephone Fax In Person LI REMARKS: By: Doug Moody Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 8/14/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 14-2005 8/21/14 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 14-2005 OCCUPANCY: B? TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/13/14 DATE INITIAL PLAN REVIEW COMPLETED: 8/21/14 JURISDICTION: City of Carlsbad USE: Clean Room ACTUAL AREA: 675sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 7 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/14/14 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. 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. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 14-2005 8/21/14 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. Please provide the ICC listing information for the clean room showing it to be a listed assembly or provide complete plans showing the clean room to comply as a site constructed room. 2. Please provide legible plans and calculations signed by the California State licensed engineer or architect for the structural support of the 1000# rooftop compressor unit. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 107.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS HIGH-STRENGTH BOLTS EXPANSION/EPDXY ANCHORS Please enlarge the details on sheet A-S to be legible. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.1(1) and 307.1(2) possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 414.1.3. City of Carlsbad 14-2005 8/21/14 6. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed in the clean room. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107.2. 7. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: All ceilings shall use a Heavy Duty T-bar grid system. The width of the perimeter supporting closure angle shall be not lessthan 2 inches. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a %" clearance from the wall and shall rest .upon and be free to slide on a closure angle or a listed assembly. Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 450 to the horizontal, spaced 12" o.c.). Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 8. Provide mechanical plans, showing existing and proposed HVAC equipment, ducts and access to equipment. 9. When new rooms or spaces are constructed and the existing mechanical system is not to be altered other than relocation of existing duct work; please note or show mechanical ventilation will be provided capable of supplying the minimum rate of outside air required per minute per occupant as shown in Table 402.1 of the CIVIC. 10. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Clearly show that all material exposed within the plenum complies with UMC Section 604.2. "Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181." Combustibles within the plenum space must comply with UMC Section 601.3. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. Environmental duct systems and product conveying duct systems shall not extend into or through ducts or plenums. UMC Section 504.1. and UMC Section 505.1. 11. Please clarify the plans to show what the new compressor services. City of Carlsbad 14-2005 8/21/14 12. Please provide the ICC listing of the clean room showing the electrical system part of the listing or provide the following: Wiring method within the clean room. Show the lighting controls. Provide the required LTl forms. Panel location and working clearances 12. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2.7: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered 2t34" but 44" above floor. 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. 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: 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 Doug Moody at Esgil Corporation. Thank you. Junsdction Code Icb IBY Ordinance I Bldg. Perm t Fee by Ord ran Plan Check Fee by Ordinance Type of Review: El ElRepetwve Fee Repeats V Complete Review [Ill Other Hourly sGiI Fee fl Structural Only City of Carlsbad 14-2005 8/21/14 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-2005 PREPARED BY: Doug Moody DATE: 8/21/14 BUILDING ADDRESS: 2800 Roosevelt Street BUILDING OCCUPANCY: B BUILDING 1 PORTION AREA (Sq. Ft.) T Valuation Multiplier f Reg. Mod. VALUE ($) TI 675 37.12 25,056 Air Conditioning Fire Sprinklers TOTAL VALUE 1 25,056 $280.941 I $182.61] I $157.331 Comments: Sheet I of I macvalue.doc + CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08/26/14 PROJECT NAME: ADVANCED BIOLOGICS PROJECT ID: CB14-2005 PLAN CHECK NO: 1 SET#: ADDRESS: 2800 ROOSEVELT ST APN: VALUATION: $25,056 TI-- STRUCTURAL WORK ONLY / This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 08/25/14 A Final Inspection by the Division is required Yes '/.No - This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to fiicktle-. S cA ,er Ct , . You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence ' Greg Ryan 760-602-4624 - 760-602-2741 - 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory. Rya n@carIsbadca.ov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carisbadca.gov Linda.Ontiveros@carIsbadca.gov Cynthia.Won@carIsbadca.ov - - Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: NO ADDTL ENG FEES <Z BUILDING PLANCHECK CITY OF CHECKLIST CARLSBAD QUICK-CHECK/APPROVAL Develooment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CBI4-2005 Date: 08/26/14 Project Address: 2800 ROOSEVELT ST TI -- STRUCTURAL WORK ONLY Project Description: Valuation: $25,056 ENGINEERING Contact: Kathleen Lawrence Phone: 760-602-2741 E RESIDENTIAL INTERIOR E RESIDENTIAL ADDITION <$20,000> 11 CARLSBAD PREMIER OUTLETS Email: kathIeen.IawrencecarIsbadca.gov Fax: 760-602-1052 J TENANT IMPROVEMENT E] PLAZA CAMINO REAL El COMPLETE OFFICE BUILDING El OTHER: --TEMP CONVERSION TO SALES OFFICE ! OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE DATE:08126114 REMARKS: TI -- STRUCTURAL WORK ONLY Notification of Engineering APPROVAL has been sent to DEBIECONST@COX.NET I via EMAIL on 08/26/14 E-36 Page 1 of 1 REV 4/30/11 PLANNING DIVISION 46h> BUILDING PLAN CHECK CITY OF APPROVAL CAR LSBAD P-29 DeveloDment Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carIcbadci.ov DATE: 8/14/2014 PROJECT NAME: Advanced Biologics PROJECT ID: RP 13-05 PLAN CHECK NO: CBI42005 SET#: I ADDRESS: 2800 Roosevelt St. APN: 203-182-04 This plan check review is complete and has been APPROVED by the Planning Division. By: Austin Silva A Final Inspection by the Planning Division is required 1 Yes 0 No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on theattached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: michele@safdierabines.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carIsbadca.gov KathIeen.Lawrence@carlsbadca.gov Gregory.Ryan@carIsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov' Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gOv Austin Silva Dominic Fier! 760-602-4631 760-602-4664 Austin.silva@carlsbadca.gov Dominic.Fieri@carlsbadca.gov - BULDNG DEPT PLAN CHECK Con rnpiv& Economic Develoment bepartment CITY OF REVIEW 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 ww.carlsbadca.gov DATE: 09.30.2014 PROJECT NAME: ADVANCED BIOLOGICS PROJECT ID: CB142005 PLAN CHECK NO: 2 SET#: I ADDRESS: 2800 ROOSEVELT ST APN: 203-182-04-00 This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN :A Final Inspection by the FIRE Division is required Yes No. This plan check review is NOT COMPLETE. Items missingor incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions maybe required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: : - - - - - PLANNING ENGINEERING FIRE PREVENTION ;.760-602-4610.. 760-602-2750 - .- :- 760-602-4665. - I . Chris Sexton Kathleen Lawrence . Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov , - Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz - Linda Ontiveros Cindy' Wong 760-602-4675 . 760-602-2773 . 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.ontiveros@carlsbadca.gov cynthia.Wong©carlsbadca.ov II] - - Dominic Fieri - - • - 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached. Carlsbad Fire Department ULDING DEPT COP'! Plan Review Requirements Category: TI, INDUST Date of Report: 09-30-2014 Reviewed by: 1ftVr Name: MICHELE ARNOLD-KUSH Address: 925 FORT STOCKTON DR SAN DIEGO CA 92103-1817 Permit #: CB142005 Job Name: ADVANCED BIOLOGICS: 675 SF Job Address: 2800 ROOSEVELT ST CBAD Please review carefully all comments attached. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: w/ REQUIREMENTS 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. At or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. Entry: 09/30/2014 By: GR Action: AP V RECOMMENDATION FOR APPROVAL.. Daryl K. James & Associates, Inc. Checked by: Anne MariVand Date: September 18, 2014 Page: lofl APPLICANT: Michele Arnold-Kush . JURISDICTION: Carlsbad Fire Department PROJECT NAME: Advanced Biologics PROJECT ADDRESS: 2800 Roosevelt PROJECT DESCRIPTION: CB142005 New Clean Room This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. Please direct any questions regarding this review to: Anne Marie Bland 760-434-7885 or amblandpacbell.net CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: ANNE MARIE BLAND 0 4380 CARMEL DRIVE CARLSBAD, CA 92010 COMMENTS . comments emalled to: michele@safdierabines.com TS.1 Title Sheet Fire Safety and Prevention Notes r Remove reference to incorrect code sections and/or amend code section in notes 4, 10, 12-14, 17, 23. Remove reference to FHPS P-00-6 from note 5. Provide a detailed description of clean room purpose and possible use of hazardous materials within the room. Provide a hazardous material inventory list of hazardous materials use within the room (if applicable). SPiA Site/Roof Plan Carlsbad Roof Policy lmprint Carlsbad Policy 80-6 to roof plan. Indicate provisions taken to comply with Carlsbad Policy 80-6 Intent B (Fireman Safety) where roof mounted unit was added. City of Carlsbad Policies and Procedures document number 80-6: Roof Mounted Equipment is intended to prevent the installation of hazardous items such as; utility piping and conduit 1:4-inches or higher.above roof surface and èlectricàl or other utility wiring or cabling not securely placed in conduit, raceways or properly affixed to the structure or that which may be a trip or strangulation hazard. Additionally, it was intended to address building openings and roof coverings or features that posed a fall hazard to those unfamiliar or subject to impaired senses as might be encountered during smoky and fire conditions or at night. . 12jShow the location of roof access. CORRECTION LIST BLDG. DEPT CO Daryl K. James & Associates, Inc. Checked by: Anne Marie Bland Date: August 26, 2014 Page: 1 of I APPLICANT: Michele Arnold-Kush JURISDICTION: Carlsbad Fire Department PROJECT NAME: Advanced Biologics PROJECT ADDRESS: 2800 Roosevelt PROJECT DESCRIPTION: C8142008 New Clean Room This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department.. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. Please direct any questions regarding this review to: Anne Marie Bland 760-4344885 or ambland@pacbell.net CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: ANNE MARIE BLAND 4380 CARMEL DRIVE CARLSBAD, CA 92010 COMMENTS comments emailed to: michele@safdierabines.com TS.1 Title Sheet Fire Safety and Prevention Notes L3 Remove reference to incorrect code sections and/or amend code section in notes 4, 10, 12-14, 17, 23. Remove reference to FHPS P-00-6 from note 5. Provide a detailed description of clean room purpose and possible use of hazardous materials within the room. Provide a hazardous material inventory list of hazardous materials use within the room (if applicable). SP.2A Site/Roof Plan Carlsbad Roof Policy L3 Imprint Carlsbad Policy 80-6 to roof plan. Indicate provisions taken to comply with Carlsbad Policy 80-6 Intent B (Fireman Safety) where roof mounted unit was added. City of Carlsbad Policies and Procedures document number 80-6: Roof Mounted Equipment is intended to prevent the installation of hazardous items such as; utility piping and conduit 1.4-inches or higher above roof surface and electrical or other utility wiring or cabling not securely placed in conduit, raceways or properly affixed to the structure or that which may be a trip or strangulation hazard. Additionally, it was intended to address building openings and roof coverings or features that posed a fall hazard to those unfamiliar or subject to impaired senses as might be encountered during smoky and fire conditions or at night. a Show the location of roof access. A1_AIS 0 Please Respond To: Valley Avenue LIMPFrNmEngineering VERDES 663 Suite 101 Solana Beach California 92075 Civil and Structural Consulting 8585098505 858 509 8515 FAX sandiego@pvec.com O Please Respond To: 27520 Hawthorne Blvd. Suite 250 Rolling Hills Estates California 90274-3512 310 541 5055 310 5410321 FAX info@pvec.com Structural Calculations Roof Top Unit Prepared For Safdie Rabines Architects 925 Fort Stockton Drive San Diego, CA 92103 Project Advanced Biologics 2800 Roosevelt Street RICE C57 182, exp. 12131/15 August 6, 2014 PVEC File No. 24-14-514 I. PALOS VERDES ENGINEERING CORPORATION 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 Fax (858) 509-8515 1.0 Design Criteria: Advanced Biologics 24-14-514 Code: 2013 California Building Code - ASCE 7-10 Timber: Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 Posts & Beams: DF-L #1 Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Cantilevers: Grade 24F-V8 (DFIDF) Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing: Wood I-Joists: Tfl 110,210,230,360,560 ICC ESR-1 153 LVL, PSL 1.9E Microllam, 2.OE Parallam ICBO ER-4979 Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, I'm = 1500 psi per ASTM E447-92 Mortar: Type S Mortar Cement per ASTM C270-95, Mm. I'm = 1800 psi @ 28 days. Grout: Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. I'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: ASTM A615-60 (Fy = 60 ksi) #3 & Smaller: ASTM A61540 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fr 50-65 ksi Plates, Angles, Channels: ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fr 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy--35 ksi Welding Electrodes: Structural Steel: E70-16 A615-60 Rebar: E90 Series Bolts: Sill Plate Anchor Botls & Threaded Rods: A307 Quality Minimum Steel Moment & Braced Frames: A325 (Bearing, U.N.O.) Soils: 1000 psf Bearing Pressure References: Palos Verdes Engineering Corporation Consulting JOB L( 1'% '519 I Structural Engineers SHEET NO A OF CALCULATED BY DATEJA&_ CHECKED BY DATE________ 663 Valley Avenue., Suite 101 • Solana Beach, CA 92075 Telephone (858) 509-8505 • Fax (858) 509-8515 SCALE___________________________________ £s1.8 'Ti7-t'7e7 ILN / CW.) i - (4 WN LEI 2 -Pc LEI 2,c I2LZi' t1tjiij WAtL- _PL/v4 ViEW jo p - •' S £C1oAJ V) 9 & Palos Verdes Engineering Corporation Consulting JOB 2jII1 j I!A Structural Engineers SHEET NO OF CALCULATED BY DATE Ri _____ mTclephonc 663 Valley Avenue., Suite 101 Solana Beach, CA 92075 CHECKED BY DATE (858) 509-8505 Fax (858) 509-8515 SCALE___________________________________ 7Palo s Verdes Engineering Corporation Consulting p Structural Engineers 663 Valley Avenue., Suite 101 • Solana Beach, CA 92075 Telephone (858) 509-8505 • Fax (858) 509-8515 (Rj2:-I\ supponx çi JOB 24-14-SD SHEET NO OF 3 CALCULATED BY lk DATE CHECKED BY _DATE_____ SCALE Lhr uf: kic Piot/1 coo Li. %tM 4 )_1 :1 0AA DA-16eLc ( LI . 2L)J i woo 011: &r€3f I .211Z RP io 2To T 137LUPurc 'lr. 21IIf: 77/ANo USE /LL'r.t 4 Ijf U flDflAL L > 137t.vt A%-ow 300 ',770 -" USE Vz kAc boc.x ;.,4 Mv4.1"S1 Palos Verdes Engineering Corpation Project Title: 663 Valley Avenue, Ste. 101 Engineer: Project ID: Solana Beach, CA 92075 Project Descr 3/3 (858) 509.8505 - Ofc (858) 509-8515 - Fax pjfpvec.com [Wood Beam Pintet 7AUG2014. 7:1141 He= I ENERCALC, INC. 1983-2014, 8uild:6.14.1.31, Ve:6.14.1.31 I Lic. Description: (RB-I) Support Bm CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Pill 1,350.0 psi Eminbend - xic 580.Oksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 575.0 psi Density 32.210pcf D(O. 01 .02) 6x8 L. Span = 13.0 It Applied Loads Beam self weight calculated and added to loads Uniform Load: D =0.0150, Lr = 0.020, Tributary Width = 1.0 ft Point Load: D = 0.50k A 6.50 ft DESIGN SUMMARY __________ -=--0.614 Maximum Ben ding Stress Ratio 1 Section used for this span 6x8 fb : Actual = 497.29 psi FB : Allowable = 810.00psi Load Combination Location of maximum on span = 6.500ft Span if where maximum occurs = Span if 1 Maximum Deflection Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = 0.088: 1 Section used for this span 6x8 fv : Actual = 14.27 psi Fv : Allowable = 162.00 psi Load Combination 4041 Location of maximum on span = 12.383 ft Span if where maximum occurs = Span if 1 Max Downward L+Lr+S Deflection 0.042 in Ratio = 3733 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.221 in Ratio = 706 Max Upward Total Deflection 0.000 in Ratio = 0 <240 Overall Maximum Deflections. Unfactored Loads Load Combination Span Max. - Defi Location in Span Load Combination - Max. + Dell Location In Span 1 0.2209 6.547 - - 0.0000 0.000 Vertical Reactions - Unfactored - notation: Far left is #1 Values in KIPS - Support - Load Combination Support 1 Support 2 —OVe—rallMA;&~urn 0.537 0.537 D Only 0.407 0.407 LrOnly 0.130 0.130 0.Lr 0.537 0.537 No.37457 mi 1*1 Michael çoae1 & Associates Consulting Engineers Pate PageNo f7f C CLAE - C \ 0-in V-\ R'\ Z::~ 9=h vylll~% ck - r V- )S, 10 E \- L- c. 0 5C)L-Y--% ~i &rt 2417 N. 5hady Forest Lanc, Orange, CA 92867 Phone: 714.336501f 491[#J_ Michael broad & Associates Consulting Engineers Page NO. 'L - LA Uc 1D f'€ L F Lc* '2.. Lb LL 22. (Z. 4r 9. 'C.. IZ1 r-0h 1 r -WI, •1. #IIWRJ I lu a. IIlu. '.11 011, '.#fl CSC&Vl rflonc F I'P0000(J1] Michael Broad & Associates Project Title: 1139Suckingham Dr Engineer: Project ID: Project Descr: Phone: 7141-336-5011 T- L Steel Beam Fe = c:USerSWiCh8eRDOCUME-1ENERCA-1DVANC..1.EC6 ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver.6.14.1.28 I Description: Roof Beam CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-05 Material Properties Analysis Method: Allowable Strength Design Fy: Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination ASCE 7-05 0(0.28) L!(0.312) I.. :• .4 •.: Span 21.670 ft W12x22 _Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiqht calculated and added to loads Uniform Load: D = 0.280, Lr = 0.3120 k/ft, Tributary Width = 1.0 ft, (Dead + Live on Roof) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.493:1 Maximum Shear Stress Ratio = 0.104:1 Section used for this span WI 2x22 Section used for this span WI 2x22 Ma: Applied 36.044 k-ft Va : Applied 6.653 k Mn I Omega: Allowable 73.104k-ft VnlOmega Allowable 63.960 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 10.835 ft Location of maximum on span .0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.345 in Ratio = 753 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.679 in Ratio = 383 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses .for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnxlomega Cb Am Va Max Vnx Vnd0mega D Only Dsgn. L= 21.67 ft 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 3.27 95.94 63.96 +D+L+H Dsgn. L= 21.67 ft 1 0243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 327 95.94 63.96 +D+Lr+H Dsgn. L= 21.67 ft 1 0.493 0.104 36.04 36.04 122.08 73.10 1.00 1.00 6.65 95.94 63.96 +D+S+H Dsgn. L= 21.67 ft 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 327 95.94 63.96 +D+0.75OLr*0.750L+H Dsgn. L= 21.67 ft 1 0.430 0.091 31.47 31.47 122.08 73.10 1.00 1.00 5.81 95.94 63.96 +0+0.750L+0.750S+H Dsgn. L= 21.67 ft 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 3.27 95.94 63.96 +D+W+H Dsgn. L= 21.67 It 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 327 95.94 63.96 +D+0.70E+H Dsgn. L= 21.67 It 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 3.27 95.94 63.96 +D+0.750Lr*0.750L+0.750W+H Dsgn. L= 21.67 It 1 0.430 0.091 31.47 31.47 122.08 73.10 1.00 1.00 5.81 95.94 63.96 +D+0.750L+0.750S+0.750W+H Dsgn. L= 21.67 ft 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 327 95.94 63.96 +D40.750Lr+0.750L+0.5250E+H Dsgn. L= 21.67 ft 1 0.430 0.091 31.47 31.47 122.08 73.10 1.00 1.00 5.81 95.94 63.96 +D+0.750L*0.7505+0.5250E+H Dsgn. L= 21.67 It 1 0.243 0.051 17.73 17.73 122.08 73.10 1.00 1.00 327 95.94 63.96 Michael Broad & Associates Project Title: 1139 Buckingham Dr Engineer: Project ID: Project Descr: Phone: 7141-336-5011 1 2F6 Steel Beam File = C:\USerS\MiChaeIDOCUME-1tENERCA-1DVANC-1.EC6 I ENERCALC, INC. 1983-2014, Build:6.14.1.28. Ver.6.14.1.28 U Licensee: MICHAEL BROAD & ASSOCIATES Description : Roof Beam Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma- Max Mnx Mnx/Omega Cb Rm Va Max Vnx VnxlOmega +O.600+W+H Dsgn.L = 21.67 It 1 0.146 0.031 10.64 10.64 122.08 73.10 1.00 1.00 1.96 95.94 63.96 f060D+070E+H Dsgn. L= 21.67 ft 1 0.146 0.031 10.64 10.64 122.08 73.10 1.00 1.00 1.96 95.94 63.96 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. °- Dell Location in Span Load Combination Max. ? Dell Location in Span D+Lr 1 0.6788 10.943 0.0000 0.000 Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 6.653 6.653 Overall MiNimum 3.273 3.273 D Only 3.273 3.273 Lr Only 3.381 3.381 D+Lr 6.653 6.653 37 - 28 - - 10 - -- 2.06 4.23 6.39 9.56 10.73 12.89 15.08 17.23 1932 21.56 Distance (R) DO.Iy U +D+L+H U +D+L.+H • +D+S+N U +D+D.710L.+8.710L+H e +D+D.7581+D.7505+M +D+W+fl U +0+0.705+5 • +D+0.710L.+D.70SL+0.715W,H • +0.D.7101.+D.7505+D.750w+H • +D+D.7SeL.+D.750L+0.Slb5+M U +0+L7SDL+D.7105+D.5Z005+ +D.600+W+N U +0.800+8.701+5 7 BEAM.- 236 423 6.39 8.56 10.73 12.89 15.06 17.23 1939 21.56 Distance (ft) DO.Iy • +D+L+H • +D+L.+H U +0+5+5 U +O+D.7101..+D.750L+H U +0+0.7101+0.7505+9 +0+0.708+9 • +D+0.7501.+0.7501+0.750Wpfl • +D+0.7501.+D.7505.0.750W+H U +D+0.7501.+0.7101+0.11$05+M U +D+0.7101+0.7500+D.53505+ +0.000+13+9 0 +0400+0.705+11 1.95 4.01 6.07 8.13 10.18 1224 14.30 1636 10.42 20.48 Distance (ft) 0 DO.Iy U L.01y 8 0+1. Michael Broad & Associates Project Title: 1139 Buckingham Dr Engineer: Project ID: Project Descr: & Phone: 714106-5011 eel O.Urnfl St C File = cclUseMichaeltDOCUME-1ENERCA-1ADVANC-1.EC6 ENERCAIC, INC. 1983-2014, Buitd:6.14.1.28, Vec6.14.1.28 IU.WEsItSIuIIIIf. Licensee: MICHAEL BROAD & ASSOCIATES Description : Column Code References Calculations perAlSC 360-10. IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-05 General Information Steel Section Name: HSS6x6x3/16 Overall Column Height 10.0 ft Analysis Method: Allowable Strength Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns: Fy: Steel Yield 50.0 ksi X-X (width) axis: E : Elastic Bending Modulus 29,000.0 ksi Fully braced against buckling along X-X Axis Load Combination: ASCE 7-05 Y-Y (depth) axis: Fully braced against buckling along Y-Y Axis Loads _Applied Service loads entered. Load Factors will be applied for calculations. Column self weight included: 145.072 IN * Dead Load Factor AXIAL LOADS... Axial Load at 10.0 ft, D = 3.270, LR = 3.380k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.05702 : 1 Maximum SERVICE Load Reactions.. Load Combination +D+Lr+H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along V-V 0.0 k Pa: Axial 6.795 k Bottom along V-V 0.0 k Pn/0mega:Allowable 119.162 k Ma-x: Applied 0.0 k-ft Maximum SERVICE Load Deflections... Mn-x I Omega: Allowable 19.519 k-ft Along V-V 0.0 in at 0.0ft above base for load combination: Ma-y: Applied 0.0 k-ft Mn-y/omega : Allowable 19.519 k-ft Along X-X 0.0 in at O.Oft above base for load combination: PASS Maximum Shear Stress Ratio = 0.0 :1 Load Combination Location of max.above base 0.0 ft At maximum location values are. Va:Applied 0.0 k Vn I Omega: Allowable 0.0 k Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location D Only 0.029 PASS 0.00 It 0.000 PASS 0.00 ft +D+L+H 0.029 PASS 0.00 It 0.000 PASS 0.00 it +D+Lr+H 0.057 PASS 0.00 it 0.000 PASS 0.00 ft +D+S+H 0.029 PASS 0.00 It 0.000 PASS 000 it +D+0.750Lr+0.750L+H 0.050 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+H 0.029 PASS 0.00 ft 0.000 PASS 0.00 ft +D+W+H 0.029 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.70E+H 0.029 PASS 0.00 it 0.000 PASS 0.00 ft +D+0.75OLr+0.750L+0.750W+H 0.050 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.7505+0.750W+H 0.029 PASS 0.00 it 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+0.5250E+H 0.050 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.7505+0.5250E+H 0.029 PASS 0.00 ft 0.000 PASS 0.00 ft +0.600+W+H 0.017 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+0.70E+H 0.017 PASS 0.00 ft 0.000 PASS 0.00 ft Michael Broad & Associates Project Title: 1139 &ickingham Dr Engineer: Project ID: Project Descr: Phone: 7141-336-5011 ( [Steel Column File ENERCALC, INC. 1902014, Build:6.14.1.28, Ver.6.14.1.28 I I94'E060I0I01e1* Licensee : MICHAEL BROAD & ASSOCIATES Description: Column Maximum Reactions - Unfactored Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top 0 Base © lop 0 Base DOnly k k 3.415k LrOnly k k 3.380k D+Lr k k 6.795 k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft LrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft D+Lr 0.0000 in 0.000 It 0.000 in 0.000 It Steel Section Properties : HSS6x6x3/16 Depth = 6.000 in lxx = 22.30 mM 1 35.000 mM Sxx = 7.42 in"3 Width = 6.000 in A xx = 2.370 in Wall Thick = 0.187 in Zx = 8.630 inA3 Area = 3.980 in1k2 I yy = 22.300 mM C = 11.800 inA3 Weight = 14.507 plf S yy = 7.420 1n'3 Ryy = 2.370 in Ycg = 0.000 in X 66506 Loads are total entered value. Arrows do not reflect absolute direction. Michael Broad & Associates Project Title: 1139 Buckingham Dr Engineer: Project ID: Project Desàr: Phone: 7141-336-5011 P6 7 OF ASCE Seismic Base Shear File= c.\UsersV4ichaelDOCUME-1ENERCA-MDVANC-1.EC6 I ENERCALC, INC. 1983-2014, BuiId:6.14.1.28, Ver.6.14.1.28 Carlsbad Clean Room Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure: 11° : All Buildings and other structures except those listed as Category I, Ill, and IV ASCE 7-10, Page 2, Table 1.5-1 Seismic Importance Factor = 1 ASCE 7-10, Page 5, Table 1.5-2 Gridded Ss & Si values ASCE-7-10 Standard ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping: Latitude = 33.900 deg North S = 1.599 g, 0.2 sec response Longitude = 117.200 deg West S1 = 0.6931 9, 1.0 sec response Site Class, Site Coeff. and Design Categy Site Classification "0": Shear Wave Velocity 600 to 1,200 ftlsec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration Design Spectral Acceleration Seismic Design Category Fa = 1.00 Fv = 1.50 S MS _FaSS = 1.599 S M1=FvSl = 1.040 MS 213 = 1.066 SD1=S M1* 21' = 0.693 = D SI>=0.75 ASCE 7-10 Table 11.4-1& 11.4-2 ASCE 7-10 Eq. 11.4-1 ASCE7-10 Eq. 11.4-2 ASCE 7-10 Eq. 11.4-3 ASCE7-10 Eq. 11.4-4 ASCE 7-10 Table 11.6-1 & -2 Resisting System ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System... Bearing Wall Systems Light-framed walls with shear panels of all other materials Response Modification Coefficient A = 2.00 Building height Limits: System Overstrength Factor "Wo" = 2.50 Category 'A & B" Limit: No Limit Deflection Amplification Factor "Cd' = 2 00 Category :DC: Limit: Category Limit No Limit Limit = 35 NOTEl See ASCE 7-10 for alt applicable footnotes. Category "E" Limit Not Permitted Category 'F" Limit Not Permitted Redundancy Factor . ASCE 7-10 Section 12.3.4 Seismic Design Category of 0, E, or F, Redundancy Factor "p 'Set by User to = 1.0 Lateral Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-10 12.8 Determine Building Period Use ASCE 12.8-7 Structure Type for Building Period Calculation: All Other Structural Systems 'Ct"value = 0.020 'hn' : Height from base to highest level = 10.0 It "x "value = 0.75 "Ta" Approximate fundamental period using Eq. 12.8-7 : Ta = Ct" (hn Ax) = 0.112 sec "TL': Long-period transition period per ASCE 7-10 Maps 22-12 ->22-16 8.000 sec Building Period "Ta" Calculated from Approximate Method selected = 0.112 sec "Cs" Response Coefficient ASCE 7-10 Section 12.8.1.1 S D§ Short Period Design Spectral Response = 1.066 From Eq. 12.8-2, Preliminary Cs = 0.533 "A": Response Modification Factor = 2.00 From Eq. 12.8-3 & 12.8-4, Cs need not exceed = 3.081 "I' : Seismic Importance Factor = 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than = 0.173 Cs :Seismic Response Coefficient = = 0.5330 Michael Broad & Associates Project Title: 1139 Buckingham Dr Engineer: Project ID: Project Descr: Phone: 7141-336-5011 76 9 OF 6' - ) I ASCE Seismic Base Shear File =c\LJsersWichaeRDOCUME-1\ENERA-1ADVANC-1.Ec6 I ENERCALC. INC. 1983-2014. Build-.6.14.1.28. Ver.6.14.1.28 Seismic Base Shear ASCE 7-10 Section 12.8.1 Cs = 0.5330 from 12.8.1.1 W (see Sum Wi below) = 8.19k Seismic Base Shear V= Cs * w =4.37 k Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.8.3 *k*:hx exponent based onla= 1.00 Table of building Weights by Floor Level Level # WI: Weight HI: Height (Vi Hi) Ak Cvx Fx=Cvx * V Sum Story Shear Sum Story Moment 1 8.19 10.00 81.90 1.00 4.37 4.37 0.00 Sum WI = 8.19 k Sum WI * Hi = 81.90 k-ft Total Base Shear = 4.37 k Base Moment = 43.7 k-ft Diaphragm Forces: Seismic Design Category "B" to "F" ASCE 7-10 12.10.1.1 Level # WI Fi Sum Fl Sum WI Fpx 1 8.19 4.37 4.37 8.19 3.49 Wpx ..........................Weight at level of diaphragm and other structure elements attached to it. Fl ............................Design Lateral Force applied at the level. Sum Fi .......................Sum of "Lat. Force' of current level plus all levels above MIN Req'd Force @ Level .........0.20 * SDS * * Wpx MAX Req'd Force © Level ........0.40 * SDS * I * Wpx Fpx: Design Force © Level . ...... Wpx * SUM(x->n) Fl I SUM(x->n) wi, x = Current level, n = Top Level Michael Droad & Associates Consulting Engineers Prôjet ....................................................................... Date . Page No. iII•• •IIIIII • S •ISIISSt•II Ill. 111111 •II•S,II• • • S S 51511151115 IIl•IISII SI I I I I 1111111 111 • fo s 4::;7/. ,1\C 10 f , COv-5 L 4-Q•. ,4o %CIO = ft.pLst• )*ø.O? •2 t rl 5 2417 N. Shady Forest Lane, Orange. CA 92567 rnone Michael 5road & Associates Consulting Engineers Pate . Page No...Qf.4.. ........I....I......I...I.IIIIII.SII . •..I..II.•I..II.I.IS.I...II.•II•.IIIt•II••••I•II••IIII••I . •... .4- C. u . A AJ kLte Q- (. ?3 pUM CD44') Le s- u44-= - * / , 2417 N. Sha&j Forest Lane, Orange, CA ZI rnons f A Project Carlsbad Cleanroom 1/8 FUSI3eC Project number Version 1.0.0.0 Contact •mbroad 7/19/2014 CHO A OESIf W SOFiWRE Anchor Calculation Red Head Trubolt+ - Carbon 3/8" Project Name Carlsbad Cleanroom Number Deadline 7/19/2014 Contractor Sub-Contractor Engineer Comments Name Contact Address Telephone Fax Email Name Contact Address Telephone Fax Email Name Contact Address Telephone Fax Email mbroad Red Head Trubolt+ - Carbon 318" Material Type ESR report Drill hole depth Nominal drill bit diameter Effective anchor depth Nominal anchor depth Carbon Mechanical anchor Red Head TruboltPlus ESR-2427 2 1/4' 3/8' 15/6' 2' ITW Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-6306893-1291 www.itwredhead.com tech@itwccna.com Ao RED HEAD rc; fj O/:e, A Project Carlsbad Cleanroom .FUSIeC Project number UESiJ SOFTWRF Contact mbroad Anchor Calculation Red Head Trubolt+ - Carbon 3/8" 2/8 Version 1.0.0.0 7/19/2014 Concrete (Normal Weight) Concrete Compressive Strength 2500 psi Zone Uncracked Concrete Seismic Category C, D, E or F No Concrete Reinforcement Reinforcement of tension forces No Reinforcement of shear forces No Enclosed in stirrups with distance of no more than 4 inches No Geometry Anchor Anchor arrangement Single Anchor without slotted hole Rotation 0 Eccentricity Displacements y 0.000 inch Displacements z 0.000 inch Edge Distances! Concrete Thickness Concrete thickness h 10.000 inch Anchor plate dimensions Anchor plate width y 10.000 inch Anchor plate length z 10.000 inch Anchor plate thickness 0.375 inch Connected profile - Eccentricity Displacements y 0.000 inch Displacements z 0.000 inch Load Tension N U 1026 lb Shear V V 410 lb Shear Vu 0 lb Bending moment M UV 0 ft-lb Bending moment Muz 0 ft-lb Shear load conditions Use anchors with built-up grout pads No 11W Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 -Ao RED HEAD www.itwredhead.com tech@itwccna.com - A Project Carlsbad Cleanroom U3Mq%FW Project number Al1'HO OESI SOT Contact mbroad 3/8 Version 1.0.0.0 7/19/2014 Anchor Calculation Red Head Trubolt+ - Carbon 3/8" Load combination Load factor ACI 318 Chapter 9.2 I1 Anchor Nr. Tension [lb] Shear [lb] I I 1026 410 Am I1 I ITW Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 www.itwredhead.com tech@itwccna.com E]IE A Project Carlsbad Cleanroom 4/8 rUSI3eC Project number Version 1.0.0.0 0ES?1N SOFTWARE Contact mbroad 7/19/2014 Anchor Calculation Red Head lrubolt+ - Carbon 3/8" Total capacity due to steel failure Nua _10261b ON = D N 3150 lb so N [Ib] cb Nsa [Ib] ON [%] 1026 0.75 4200 32.57 Total capacity due to concrete failure Nb= (0.5 ef kc f [psi] hd [inch] Nb [I b] 24 2500 1.625 2486 N=• A Wed,N Vc.N 'Vcp,N N,, Nc0 A c [inchi AN [inchi 'Vec,N Ved.N 23.77 23.77 1.000 1.000 1.000 Vcp,N Nb [lb) Nth [lb] 1.000 2486 2486 ON - N _10261b (D - Nth 1616 lb N [Ib] 0 Nth [Ib] ON (%] 1026 0.65 2486 63.50 Total capacity due to steel failure at shear force VUB - - IV 4101b V 1098 lb V [Ib] Vsa [Ib] I3v [%] 410 0.60 1830 37.34 ITW Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 sw.itwredhead.com tech@itwccna.com --=U RED HEAD PG 15 or-6g~ A Project Carlsbad Cleanroom 5 /8 FUSpeC Project number Version 1.0.0.0 A H U H HE S'H WA RE Contact mbroad 7/19/2014 Anchor Calculation Red Head Trubolt+ - Carbon 3/8" Pryout - Single Anchor Id L. '0.5 k1•5 'b "C ''ef [psi] hef [inch] Nb [Ib] 24 2500 1.625 2486 ANC NO = -. Ved,N Wc,N N'cp,N' Nb AN CO ANC [inchi ANIO [inchi Vec.N V4N Wc.N 23.77 23.77 1.000 1.000 1.000 Vcp.N Nb [Ib] NO [Ib] 1.000 2486 2486 V 3 = k - Nth kcp NO [Ib] Vcp [Ib] 1.00 2486 2486 - V. = 4101b N V 17401b V [Ib] Vcp [Ib] ON [%] 410 0.70 2486 23.56 11W Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 RED HEAD www.itwredhead.com tech@itwccna.com Tt f OF6 87 A Project Carlsbad Cleanroom 6 /8 ruspeall. Project number Version 1.0.0.0 A4HOR DES'GN SOFTWARE Contact mbroad 7/19/2014 Anchor Calculation Red Head Trubolt+ - Carbon 3/8" Pryout - Anchor group , ,, 0.5 1.5 "b "C ''ef k [psi] h r [inch] Nb [Ib] 24 2500 1.625 2486 NO E. Wed,N Vc,r.i Wcp.N Nb ANcO ANC (inchi AN (inchi Vec.N Ved.N Wc,N 23.77 23.77 1.000 1.000 1.000 Vcp.N Nb [Ib] NO [Ib] 1.000 2486 2486 V= k. NCb kcp Nc, [Ib] V p [Ib] 1.00 2486 2486 V - 4101b PN_- VCP 174OIb V. [Ib] 0 V, [Ib] ON ('a] 410 0.70 2486 23.56 ITW Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 RED HEAD www.itwredhead.com tech@itwccna.com P6 f7Oi1 t A Project Carlsbad Cleanroom 7/8 ru$l3ec Project number Version 1.0.0.0 ANCHOR OESGN SOFTW A RE Contact mbroad 7/19/2014 Anchor Calculation Red Head Trubolt+ - Carbon 3/8" Total capacity due to interaction of combined tension and shear loads t3N,max = 63.50 [%] I3V.max 37.34 [% = I3N,mc + 3V.max 1.2 roii ro/i orol PN,mcL'0J I'V,maxL'0J I) L ° 63.50 37.34 84.03 The selected Anchor is applicable. 11W Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 www.itwredhead.com tech@itwccna.com Ao RED HEAD A Project Carlsbad Cleanroom 8/8 rUSI3eC Project number Version 1.0.0.0 A011 OESGN SOFtWARE Contact mbroad 7/19/2014 Anchor Calculation Red Head Trubolt+ - Carbon 3/8" Notes about the calculations: The following documents are referenced for the verification of the anchor load-bearing capacity: - Anchor approval The following assumptions are made for the calculations: - The selected building material class has been verified - all of the anchors in a group are of the same type and size - The anchor plate remains plane during loading The verification of the local transfer of loads into the anchorage material has been performed. The transfer of these loads to the rest of the structure must be shown. The design is based on numerous anchor-specific values. If the selected anchor is substituted for another or if the input values are changed, the design must be repeated. Additional requirements of the anchor approvals have to be taken into account, especially if the anchors are loaded dynamically. THIS SOFTWARE APPLICATION AND THE RESULTS DERIVED FROM ITS UTILIZATION ARE INTENDED ONLY FOR USE BY PROFESSIONAL USERS WITH EXPERT KNOWLEDGE IN THE AREA OF THE INTENDED APPLICATION. USERS MUST INDEPENDENTLY VERIFY THE RESULTS BEFORE ANY USE AND TAKE INTO ACCOUNT THE SITE AND APPLICATION CONDITIONS, PRODUCT INFORMATION AND LITERATURE, TECHNICAL STATE OF THE ART AS WELL AS LOCAL APPLICABLE STANDARDS AND REGULATIONS. With respect to the software application and results derived from its use, 11W MAKES NO WARRANTIES OF ACCURACY, RELIABILITY, COMPLETENESS, MERCHANTABILITY OR FITNESS FOR ANY PURPOSE. THE SOFTWARE APPLICATION IS PROVIDED ON AN "AS-IS" BASIS AND 11W EXPRESSLY DISCLAIMS ANY WARRANTIES WITH RESPECT TO THE SOFTWARE APPLICATION AND RESULTS DERIVED FROM ITS USE. ITW shall not be liable for any consequential, punitive, incidental, exemplary, or special damages (including but not limited to loss of business opportunity or loss of profit) arising out of the evaluation or use of the software application and results derived from its use. The information, and, in particular, the recommendations relating to the application and end-use of 11W products, are given in good faith based on I1W's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with ITW's recommendations. In practice, the differences in materials, substrates and actual site conditions are such that no warranty in respect of merchantability or of fitness for a particular purpose, nor any liability arising out of any legal relationship whatsoever, can be inferred either from this information, or from any written recommendations, or from any other advice offered. The user of the product must test the product's suitability for the intended application and purpose. ITW reserves the right to change the properties of its products. The proprietary rights of third parties must be observed. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request. 0 Copyright ITW 2013 11W Commercial Construction, North America 700 High Grove Blvd Glendale Heights, IL 60139 (P) 1-800-726-7386 (F) 1-630-893-1291 Ao RED HEAD www.itwredhead.com tech@itwccna.com > I .- ___ A to I2..UE .k75 L cp= r Michael Droad & Associates Consulting Engineers ........................ :'::: ::::: ::::. ::::... ......... : : :::: : :. ev(4p 4+. _> .c &) - I IO.OLU Ct 4= I e- H - _ . ;. rOV (!OPLOaW,6 tv%._ [1 (or-5 ALi.4M.4 fr. I IIUIIi I WI, y z J. 151 50 149 148 - 47 T4 112 ,l56 7frJl 455 54 3 153 94 t52 47 3 Results for LC 1, dead+live SK-1 Sept 30, 2014 at 8:29 PM Node Layout Avanced Biologics Carlsbad CA.r3d V z x Cq to 7 7 ('1 / C'J In Go (Si /77 A ID (SJ (Si I., 7 Cq U, In F- 77 4* Results for LC 1. dead+live I SK-2 SeptSept 30, 2014 at 8:35 PM I Member Numbering Avanced Biologics Carlsbad CA.r3d z x - x cc D /Cl) w N CD a /I a N CD a N a, N to 0 77 CD N 04 CM 4 x N - C) * * CD 67>1 en x 0 ' c,l N , CD cc 7F7 Cq CD N CD 0 8 ,-,CD 'C CD N C') U, CO) N CD >1 x 0 U) * N N 0 It) x Iq Z.7 67>1 C' X It) N w CM 7/7 C) x ' C.) It) N C')X * N * C') C') 'CU) 04 I 67>1 Results for LC 1, dead+live SK-3 SeptI ISePt 30, 2014 at 8:35 PM I Member designations Avanced Biologics Carlsbad CA.r3d ?Z4LOF&, Loads: LC 3 Dead + Seismic Right Results for LC 1. dead+live SK-5 I Sept 30, 2014 at 8:37 PM - dead Load + Seismic Right Avanced Biologics Carlsbad CA.r3d Results for LC 2, Dead+seismic left SK-6 Sept 30, 2014 at 8:38 PM Deflection from Dead + Seismic left Avanced Biologics Carlsbad CA.r3d Sept 30, 2014 Checked By:_____ Company SA Designer Job Number TEt'HNOLGI[S Model Name : Joint Coordinates and Temperatures 1 -6-1 V Ml V rf+1 7 rf.i Tmr, ri fltrh Frnm flinhrrim I ______________________________________ NI - •' 0 0 - L 0 - - N2 15.33 0 0 0 N3 30.67 0 0 0 _4_. N4 0 0 -21.16 0 5 N5 15.33 0 -21.16 0 N6 30.67 0 -21.16 0 7 N7 0 10 0 --0 _L N8 15.33 10 0 0 N9 30.67 10 0 0 IQ. NIO 1 0 10 1 -21.16 0 ii... Nil 15.33 10 -21.16 0 .12.. N12 30.6.7 10 -21.16 0 13 N13 3.83 0 0 0 14 N14 7.66 0 0 0 15 N15 11.5 0 0 0 16 1 16 119.16 0 0 0 17 N17 23 0 0 0 18 N18 26.82 0 0 0 19 N19 3.83 0 -21.16 0 20 N20 7.66 0 -21.16 0 21 N21 11.5 0 -21.16 0 22 N22 19.16 0 -21.16 0 23 N23 23 0 -21.16 0 24 N24 26.83 0 -21.16 0 25 N25 3.83 10 0 0 26 N26 7.66 10 0 0 27 N27 11.5 10 0 0 28 N28 19.16 10 0 0 29 N29 23 _10_ 0 0 30 N30 26.82 _10_ 0 0 31 N31 3.83 _10 -21.16 0 32 1 N32 7.66 _10 -21.16 0 33 N33 11.5 10 -21.16 0 34 N34 19.16 10 -21.16 0 35 N35 1 23 10 -21.16 0 36 N36 26.82 10 -21.16 0 37 N37 0 0 -1.16 0 38 N38 0 0 -5.16 0 39 N39 0 0 -9.16 0 40 N40 0 0 -13.16 0 41 N41 0 0 -17.16 0 42 N42 30.67 0 -1.16 0 43 N43 30.67 0 -5.16 0 44 N44 30.67 0 -9.16 0 45 N45 30.67 0 -13.16 0 46 N46 30.67 0 -17.16 0 47 N47 0 10 -1.16 0 48 N48 0 10 -5.16 0 49 N49 0 10 -9.16 0 50 N50 0 10 -13.16 0 51 N51 0 10 -17.16 0 52 N52 30.67 10 -1.16 0 53 N53 30.67 10 -5.16 0 54 NM 30.67 10 -9.16 0 55 N55 30.67 1 10 1 -13.16 1 0 56 N56 - 30.67 10 1 -17.16 1 0 Page 1 = RISA-3D Version 12.0.0 [C:\RISA\.Avanced Biologics Carlsbad CA.r3d] ?' 27e'/, RSA Designer : Company Sept 30, 2014 Job Number TEHNOLGIES : Checked By: ModelName Hot Rolled Steel Design Parameters . ---- ---• • ---- ...., .....rs.I id.... id-.- f'I. irirI urnI irnI Cold Formed Steel Design Parameters - - - . . , n_ten, i i 1... Id.... id-.-. r....... t',n-r. ri. o ., eu,rn, CAIU ___ -- -- Aluminum Design Parameters -- RISA-3D Version 12.0.0 [C:\RlSAAvanced Biologics Carlsbad CA.r3d] Page 2 Company RIAI Designer : Sept 30, 2014 Job Number Model Name : Checked By: Aluminum Design Parameters (Continued) - Label Shaoe Lenoth... Lbwrffl Lbi1ft1 Ltnmn tn Ernmn hn I -tnr Ww K. (mw (h u CWii 7 Hot Rolled Steel Properties Label F Fksfl r. 1ki1 Mi Thürm AlP flonitufldft viIdrkci1 Pu Pii1ki1 Pt I A36Gr.36 29000 11154 .3 .65 .49 36 1,5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 A500 Gr.46 1 29000 11154 .3 .65 .49 46 1.2 58 1.1 Cold Formed Steel Properties Aluminum Properties Label E lksil G Fksil Nu Therm ( ... iDensitvi ... Table 3.3 kt FtuFksil FtvFksil Fcvlksil FsuFksil Ct 1 3003-1-114 10100 13787.5 .33 1.3 .173 Table 3... 1 19 - 16 1 13 - 12 141 ..2._. 6061-T6 10100 3787.5 .33 1.3 .173 Table 3... 1 38 35 35 24 141 ..L 6063-T5 10100 3787.5 .33 1.3 .173 Table 3... 1 22 16 16 13 141 4... 6063-T6 10100 3787.5 .33 1.3 .173 Table 3... 1 30 25 25 19 141 ....... 5052-H34 10200 3787.5 .33 1.3 .173 Table 3... 1 34 26 24 20 141 .L. 6061-T6W 10100 3787.5 .33 I 1.3 1 .173 ITable 3... 1 241 15 1 15 15 1 141 - Hot Rolled Steel Section Sets Label Shane Tvoe Desian List Material Desian Rules A lin2l 1w lin4l lzz lin4l J tin4l ..L HRI W12x22 Beam Wide Flange A572Gr.50 Typical 6.48 4.66 156 .293 2 HR2 HSS6x6x3 Column Wide Flange A500 Gr.42 Typical 3.98 22.3 22.3 35 . HR3 HSS3x3x4 Column Wide Flange A500 Gr.42 Typical 2.44 3.02 1 3.02 5.08 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A [in2l lyy lin4j lzz [in4l J Fin4] I I I CFI I 6CSEI6 I Beam ICU Defaultl A570_33 I Typical I .67 I .563 I 3.822 I .000716 I Aluminum Section Sets Label Shape Type Design List Material Design Rules A (1n2J lyy fin4j Izz [in4J J lin4j I ALl I3x2.5x.062 I Column IRectangular ..I 6063-T5 I Typical I .666 I .692 I .56 I .657 1 RISA-3D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 3 Company bRSA Designer Job Number TE(HNOL1GGIES Model Name : Sept 30, 2014 Checked By: Joint Boundary Conditions mint EbeI x rkiinl V 1k/in 7 rk/lnl X Rnt1k-ftIrr11 V Rntrk-ftIrd1 7 Rntrk-ft!rd1 Fnntinri I NI Reaction Reaction Reaction Reaction - Reaction - Reaction - 2 N2 Reaction Reaction Reaction Reaction Reaction Reaction 3 N3 Reaction Reaction Reaction Reaction Reaction Reaction 4 N6 Reaction Reaction Reaction Reaction Reaction Reaction 5 N5 Reaction Reaction Reaction Reaction Reaction Reaction 6 N4 Reaction Reaction Reaction Reaction Reaction • Reaction 7 N13 Reaction Reaction Reaction 8 NI4 Reaction Reaction Reaction 9 N15 Reaction 10 N16 Reaction Reaction Reaction 11 1 N17 Reaction Reaction Reaction 12 N18 Reaction Reaction Reaction 13 N42 Reaction Reaction Reaction 14 N43 Reaction Reaction Reaction 15 N44 Reaction Reaction Reaction 16 N45 Reaction Reaction Reaction 17 N46 Reaction Reaction Reaction 18 N24 Reaction Reaction Reaction 19 N23 Reaction Reaction Reaction 20 N22 Reaction Reaction Reaction 21 N21 Reaction Reaction N20 Reaction 22 Reaction Reaction Reaction 23 N19 Reaction Reaction Reaction 24 N41 Reaction Reaction Reaction 25 N40 Reaction Reaction Reaction 26 N39 Reaction Reaction Reaction Reaction Reaction Reaction 27 N38 Reaction Reaction Reaction 28 1 N37 Reaction I Reaction Reaction Joint Loads and Enforced Displacements (BLC 4: Seismic Left) Joint Loads and Enforced Displacements (BLC 5: Seismic Right) I .I.I I rN PA flir'Hrn Mrti,rI1(k k_ffl fin rrl (k*A2Ift k*c2*ft1 I N7 L Z 1.08 2 N9 L Z 1.08 3 N8 L Z 2.16 Member Area Loads (BLC I : Dead Load) Joint A Joint B Joint C Joint D Direction Distribution Magnitudeksf1 I I N7 I N9 I N12 I NIO I Y I B-D I -.018 Member Area Loads (BLC 2: Live load) Joint A Joint B Joint C Joint D Direction Distribution Jv1agnitudeksf [1 I N7 i N9 I N12 I NIO I Y I B-D I -.02 Member Area Loads (BLC 3: Wind) Joint A Joint B Joint C Joint 0 Direction Distribution Magnitude[ksfJ Iii NI I N3 I N9 I N7 I Y I A-B I .05 I RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 4 ri;o OF( SA Designer L Sept 30, 2014 PAP hR Company Job Number T E Checked By:_ bH N 0 L 0 0 I E s Model Name : Member Area Loads (BLC 3: Wind) (Continued) Joint A Joint B Joint C Joint D Direction Distiibution Magnitude 2 I N3 I N6 I N12 I N9 I Y I A-B I .05 Basic Load Cases RI ( flprrintinn (tiann, )( (r4tvV (rvih, 7 (Zruih, Anint Pnint flitrihi i Aro( , 1 Dead Load None 1 2 Live load None 1 3 Wind None 2 A... Seismic Left None 2 Seismic Right None -1 r6 BLC I Transient Area Loads None 46 Joint Reactions I r .Inint I PhPI X rkl V lId 7 lId MX rk-ftl MV I k-ftl M7 1k-fri ...L. ..2... NI .312 .017 -.006 -.02 -.006 -1.475 2 2 N2 1.529 2.391 -.433 -1.426 .006 -8.339 ..3 2. . N3 .308 .257 -.007 -.022 -.018 -1.471 4 2 N6 .31 -.043 .007 .022 .015 -1.47 5 2 N5 1.53 2.385 .433 1.428 -.006 -8.34 6 2 N4 .308 .476 .006 .02 .009 -1.473 .L. ...L. N13 .002 .407 0 0 0 0 A.. ...Z.... N14 . .004 .145 0 0 0 0 _9.... _. N15 .002 .563 0 0 0 0 10 2 1 N16 .007 -.193 0 0 0 0 112 N17 .004 .24 0 0 0 0 12 _. NIB .005 -.067 0 0 0 0 IL .2_ N42 -.002 .281 0 0 0 0 14 2 N43 -.005 .617 0 0 0 0 j.. ...... N44 -.005 .56 0 0 0 0 it. ...2_ N45 -.003 .415 0 0 0 0 17 2 N46 -.002 .24 0 0 0 0 18 _.. N24 .007 -.224 0 0 0 0 .iI ...2_. N23 .003 .246 0 0 0 0 ..20 ..... N22 .006 -.04 0 0 0 0 .21.. ...2...1 N21 .003 .415 0 0 0 0 22 _2..... N20 .004 .143 0 0 0 0 232 N19 0 .559 0 0 0 0 24 __ N41 -.004 .502 0 0 0 0 .2. _... N40 -.004 .533 0 0 0 0 ..26 _2_. N39 .002 .453 0 0 0 -.056 .27 _.Z... N38 -.002 .292 0 0 0 0 28 2 N37 0 .11 0 0 0 0 29 2 Totals: 4.32 11.682 0 Q ....2... COG (ft): X: _15.59 Y:10 Z:-10.488 Joint Deflections V r:...i V r1 7 r,i V Qn+inn 1,rI1 V QrIb,n lr1 7 Rnttinn rrrm1 r -_r - I a a s a a I I I I S I I I S I I I RISA-313 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 5 III Company : / Designer : Sept 30, 2014 KSA Job Number ile Model Name : CheckedBy: Joint Deflections (Continued) I r. .Innt I ahal I Fini V rjnl 7 rn1 I Prtfinn Frd1 V Rittinn Frd1 7 Prffir,n Ir,I1 7 _.2.....1 N7 -.541 0 - -2.104e-4 1.519e:4 -1.713e-3 8 2 N8 -.541 -.003 0 -2.051 e-3 -2.381 e-5 1.685e-3 9 ... N9 -.542 0 0 -2.215e-4 4.614e-4 -1.652e-3 10 _.2_. NIO -.541 -.001 0 2.032e-4 -2.389e-4 -1.697e-3 NIl -.541 -.003 0 2.051e-3 2.347e-5 1.678e-3 12 2 N12 -.541 0 0 2.262e-4 -3.921e-4 -1.639e-3 13 2 N13 0 0 0 -3.604e-5 3.657e-5 6.581e-3 14 2 N14 0 0 0 -3.532e-5 -3.256e-5 6.766e-3 15 2 N15 0 0 0 -1.616e-5 -5.331e-5 6.923e-3 16 ...... N16 0 0 0 3.94e-5 -1.516e-4 6.93e-3 17 2 N17 0 0 0 9.458e-5 -1.116e-4 6.775e-3 18 2 N18 0 0 0 1.036e-4 9.32e-5 6.546e-3 11. ..L. N19 0 0 0 5.18e-5 -5.518e-5 6.564e-3 20 1 2 N20 0 0 0 4.983e-5 5.213e-5 6.708e-3 21 2 N21 0 0 0 2.088e-5 7.904e-5 6.912e-3 ..2. ....Z.. N22 0 0 0 -3.511e-5 1.278e-4 6.918e-3 23 2 N23 0 0 0 -8.099e-5 9.189e-5 6.719e-3 24 2 N24 0 0 0 -8.75e-5 -8.141e-5 6.53e-3 25 2 N25 -.541 -.007 -.004 -3.631e-5 3.657e-5 3.444e-4 26 2 N26 -.541 -.003 -.004 -3.53e-5 -3.256e-5 -2.63e-5 27 2 N27 -.541 -.01 -.002 -1.927e-5 -5.331e-5 -3.408e-4 28 2 N28 -.541 .003 .005 3.632e-5 -1.516e-4 -3.498e-4 29 2 N29 -.541 -.004 .011 9.451e-5 -1.116e-4 -3.317e-5 30 2 N30 -.541 .001 .012 1.031e-4 9.32e-5 4.293e-4 31 2 N31 -.541 -.01 .006 5.203e-5 -5.518e-5 3.73e-4 Z. ._ N32 -.541 -.003 .006 4.979e-5 5.213e-5 8.637e-5 i& ...2_ N33 -.541 -.007 .003 2.4e-5 7.904e-5 -3.232e-4 34 2 N34 -.541 0 -.004 -3.202e-5 1.278e-4 -3.291 e-4 35 2 N35 -.541 -.004 -.01 -8.093e-5 9.189e-5 7.319e-5 ..L _L N36 -.541 .003 -.01 -8.702e-5 -8.141e-5 4.569e-4 37 2 N37 0 0 0 6.296e-5 2.355e-4 4.542e-3 38 2 N38 0 0 0 4.469e-5 2.975e-4 4.645e-3 392 N39 0 0 0 0 0 0 40 1 _. N40 0 0 0 2.697e-6 -9.577e-5 4.771e-3 41 2 N41 0 0 0 -4.482e-5 -4.169e-4 4.665e-3 42 2 N42 0 0 0 1.806e-4 7.207e-4 4.595e-3 43 2 N43 0 0 0 6.12e-6 8.57e-4 4.937e-3 4.4 N44 0 0 0 -2.484e-5 2.189e-4 5.167e-3 45 .... 2 N45 0 0 0 -5.071e-5 -5.379e-4 5.096e-3 46 2 N46 0 0 0 -4.494e-5 -8.615e-4 4.797e-3 47 2 N47 -.543 -.002 0 -1.311e-4 2.355e-4 4.503e-3 48 2 N48 -.558 -.005 0 -9.474e-5 2.975e-4 4.65e-3 49 N49 -.569 -.008 0 -7.758e-5 1.831e-4 7.105e-3 50 _. 2 N50 -.573 -.01 0 -1.094e-5 -9.577e-5 4.775e-3 51 2 N51 -.559 -.009 0 8.424e-5 -4.169e-4 4.654e-3 52 2 N52 -;55 -.005 0 -3.571e-4 7.207e-4 4.558e-3 53 2 N53 -.592 -.011 0 -8.292e-6 8.57e-4 4.937e-3 54 2 1 N54 -.62 -.01 0 5.229e-5 2.189e-4 5.167e-3 55 2 N55 -.612 -.007 0 1.026e-4 -5.379e-4 5.096e-3 56 .2. N56 1 -.575 1 -.004 1 0 1 8.94e-5 I -8.615e-4 I 4.786e-3 Member Section Forces RISA-313 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 6 P631 OP Company Designer : Sept 30, 2014 RSA Job Number YE CI II N 0 L'G S I E Model Name : Checked By: Member Section Forces (Continued) I r. Mmhr I 2hal AviIrfr1 , - Qhrfr1 T...... ..rt,ft1 .., RA. - - RA... :óY -' 4 .017 -.312 -.006 -.006 -.025 .863 5 .017 -.312 -.006 -.006 -.04 1.642 _... 2 M2 1 .257 -.31 -.007 -.018 .022 -1.471 7 2 .257 -.31 -.007 -.018 .006 -.695 3 .257 -.31 -.007 -.018 -.011 .08 ________ ________ 4 .257 -.31 -.007 -.018 -.027 .856 ________ ________ 5 .257 -.31 -.007 -.018 -.044 1.632 jj. 2 M3 1 .476 -.311 .006 .009 -.02 -1.473 12 2 .476 -.311 .006 .009 -.005 -.695 Ii. 3 .476 -.311 .006 .009 .01 1 .083 14_ 4 .476 -.311 .006 .009 .025 .86 15 5 .476 -.311 .006 .009 .04 1.638 IL 2 M4 1 -.043 -.31 .007 .015 -.022 -1.47 17 2 -.043 -.31 .007 .015 -.006 -.695 Ii. 3 -.043 -.31 .007 .015 .011 .08 19 4 -.043 -.31 .007 .015 .028 .854 20 5 -.043 -.31 .007 .015 .044 1.629 it 2 M5 1 2.391 -1.547 -.433 .006 1.426 -8.339 22 2 2.391 -1.547 -.433 .006 .344 -4.472 23 3 2.391 -1.547 -.433 .006 -.737 -.605 .24.. 4 2.391 -1.547 -.433 .006 -1.818 3.262 .2. 5 2.391 -1.547 -.433 .006 -2.899 7.128 26 2 M6 1 2.385 -1.547 .433 -.006 -1.428 -8.34 27 2 2.385 -1.547 .433 -.006 -.346 -4.472 28 3 2.385 -1.547 .433 -.006 .737 -.603 29 4 2.385 -1.547 .433 -.006 1.819 3.266 Jfl. 5 2.385 -1.547 .433 -.006 2.902 7.134 31 1 2 M7 1 -.005 -.063 .003 0 -.01 -.092 2 -.005 -.063 .003 0 -.009 -.073 33 3 -.005 -.068 .003 0 -.008 -.055 34 4 -.005 -.074 .003 0 -.007 -.034 35 5 -.005 -.08 .003 0 -.007 -.012 36 1 2 M8 1 -.027 .166 .01 0 -.032 .15 37 2 -.027 .117 .01 0 -.029 .109 38 3 -.027 .068 .01 0 -.026 .082 39 4 -.027 .02 .01 0 -.023 .069 40 5 -.027 -.029 .01 0 -.02 .071 41 1 2 M9 1 .021 2.204 0 0 -.002 2.902 42 2 .021 1.102 0 0 -.002 -5.844 43 3 .021 0 0 0 -.002 -8.759 44 4 .021 -1.102 0 0 -.002 -5.844 45 5 .021 -2.185 0 0 -.002 2.901 46 2 MIO 1 .008 -.271 0 0 .004 -.947 47 1 2 .008 -.271 0 0 .004 -.687 48 3 .008 -.274 0 0 .003 -.427 49 4 .008 -.291 0 0 .003 -.157 50 5 .008 -.306 0 0 .003 .13 51 2 Mil 1 .066 .286 -.001 0 .006 .957 52 2 .066 .286 -.001 0 .005 .683 53 3 .066 .283 -.001 0 .004 .409 54 4 .066 .266 -.001 0 .003 .146 55 5 .066 .251 -.001 0 .001 -.101 56 2 M12 1 .008 -.09 0 0 -.007 -.794 57 2 .008 -.167 0 0 -.006 -.673 58 3 .008 -.247 0 0 -.006 -.475 59 4 .008 -.328 0 0 -.005 -.199 - RISA-3D Version 12.0.0 [C:\RSA\Avanced Biologics Carlsbad CA.r3d] Page 7 ??635 OF( Designer IRI Sept 30, 2014 sA Company Job Number Model Name : Checked By: Member Section Forces (Continued) I Momhar I aKal A,irI,i .,Ch.rI,1 -. rI,1 .rt. ei - - 1l - 0 OWN _,M;_i!,IT • _,I,)r_,I,J I • • • UI S I fl _dl)_r III1 I s Ll a • WI __J!.__JI•I,1 I I I S El _.J!rILIII I I WZI I S wlI a • - • • El sis s a LII • rII rLSIII S UI Jt rLII'I. S I • a UI rII!riIISI. S I UI .'z ..sI'1 • UI .'z _sisi.- • a El III.1 a a LII JLII rLSII1 I S • a UI nII JST!1 • • UI _,I JtaIs1 • • ____ ____ • El _______ a • • • El a • a ______ _, s • r•i•i a • SIsi.W IIu __________ a s a a • • a • _ S a S a a 4 5 In -- _.!e)' a • s IIFI - • • irn • • - . • __________ _____ _________ ___________ • RISA-3D Version 12.0.0 [C:\RlSA\Avanced Biologics Carlsbad CA.r3d] Page 8 r&34 OP Company : Sept 30, 2014 Designer Number TEt'H 111RISA Job OG IES Model Name : Checked By: Member Section Forces (Continued) LC Mmbr LbI Spe. AyiiIFk1 v ShrFk1 , qhpnrrkl Tnrn,ialk-ftl v-v Mn 77 Mn 101 1T1 L__IIII a S a a 1F1 1 1F1 a I I - 1I I a a IFlI a a 1plj _a}' a a a IFII _' s s 11I _4_ JLSII1 1PI _,1_1aIa1 a I _ _14e.'Is1 a a WI I S 11 I I I I 1!I 4 I S I I IEFI _r._ai•i a a _LLI JL1IhI__I__I s s ItTI ..rIIII I I IfFl - s-srsi _wifN a a 1Z9 _•isi a s WI I111 a S - ,'Z rSIS1 a a 1I a i a I _.IIa1. S I a .1. a s I[I s a a 4 a s a — • 11 _J I I I I a I I IFZI .'z a s a IFFI s a a 1F1 a a a RISA-313 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 9 Company Designer : Sept 30, 2014 Job Number T £ tO H N 0 C I E s Model Name : Checked By: Member Section Forces (Continued) IC Member Label Aitlfk1 ,hcirfk1 7 AhaarrO Tnrnh,Afle..ftl ti_i, IAei v—hAn EFZI • • 1111 i _.'Is , • IFTh • 1111 • IFZi sI.i— .i_ .•i•' s ______ ____ __________ .'i' • rtIIS1_JI' • • ______ ______ ----_• I $ • • • E:I.1 'l1; I•!_ ,Z'_ .$I.Y I _•i•_•. • ______ 11*1 rL,IS rLSIl)'llI$)' • ______ i1I ____ • *rI1 ,III .!e_ .•II ,_ .!Z III • _____ • _____Elm JFl rLSIS 1 r('IIY • _ iIiiI 1'_sr'1 • ____ ___I•_ I _ • ffI • Ffl 1_ .i'i • • WIfII -- .* I • I I I • • _ ____ I . - .sll_ ja i • __________ • s I • _ I I • a FF1 a a Fiti ___I1._ • • _'i;EI a • ______ Fill • s siss1E.I a T1Sisiu WI.iIWI _yl__ .I1 rL1II I FI • ______ — _ai' • - ai'._..i*II • F1 - 4 tII;'l IM s RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 10 ?G 36 o,&& Company Designer : Sept 30, 2014 I KooSA Job Number YE 'H 0 I E s Model Name : Checked By: Member Section Forces (Continued) I f, Mmhor I ahal Avi&rfrl - Ch,..rI,1 ,.. .rL41 .. RA. - - RA- 231 2 M47 1 -.027 .252 .008 0 -.02 .076 232 2 -.027 .124 .008 0 -.012 -.122 233 3 -.027 -.029 .008 0 -.004 -.17 234 4 -.027 -.181 .008 0 .004 -.065 235 5 -.027 -.314 .008 0 .012 .191 236 2 M48 1 -.027 .303 .003 0 .012 .191 27 2 -.027 .152 .003 0 .015 -.037 238 3 -.027 0 .003 0 .018 -.113 239 4 -.027 -.151 .003 0 .022 -.038 240 5 -.027 -.299 .003 0 .025 .189 241 2 M49 1 -.027 .261 -.001 0 .025 .188 2 -.027 .143 -.001 0 .023 -.02 24 3 -.027 .012 -.001 0 .022 -.098 244 4 -.027 -.12 -.001 0 .02 -.043 245 5 -.027 -.252 -.001 0 .019 .143 4• 2 M50 1 -.027 .163 -.005 0 .019 .141 247 2 -.027 .098 -.005 0 .014 .004 3 -.027 .015 -.005 0 .009 -.052 249 4 -.027 -.067 -.005 0 .005 -.026 250 5 -.027 -.138 -.005 0 0 .081 21 2 M51 1 -.027 .102 -.007 0 0 .08 253 3 -.027 .029 -.007 0 1-.014- -.044 2 -.027 .06 -.007 0 -.007 0 254 4 -.027 .007 -.007 0 -.02 1 -.062 5 -.027 -.004 -.007 0 -.027 -.062 256 1 2 M52 1 .009 .15 0 0 -.004 .202 257 2 .009 .094 0 0 -.004 .084 3 .009 .036 0 0 -.003 .022 4 .009 -.022 0 0 -.003 .015 5 .009 -.08 0 0 -.002 .063 261 2 M53 1 .013 .064 0 0 -.002 .115 262 2 .013 .028 0 0 -.001 .071 263 3 .013 -.007 0 0 0 .061 4 .013 1 -.042 0 0 0 .085 265 5 .013 1 -.078 0 0 0 .142 266 2 MM 1 .016 .337 0 0 0 .199 267 2 .016 .321 0 0 .001 -.116 268 3 .016 .305 0 0 .002 -.416 4 .016 .301 0 0 .002 -.705 27 5 .016 .301 0 0 .003 -.993 211 1 2 M55 1 .072 .105 .00 1 0 -.001 -.025 272 2 .072 .049 .001 0 0 -.1 273 3 .072 -.009 .001 0 .001 -.119 274 4 .072 -.067 .001 0 .002 -.083 275 5 .072 -.125 .001 0 .003 .01 276 1 2 M56 1 .075 .121 .001 0 .003 .062 217 2 .075 .085 .001 0 .004 -.037 278 3 .075 .05 .001 0 .005 1 -.101 4 .075 .015 .001 0 .006 1 -.132 2. 5 .075 -.021 .001 0 .007 -.129 281 2 M57 1 .082 -.245 .00 1 0 .007 -.081 282 2 .082 -.26 .001 0 .008 .161 283 3 .082 -.277 .001 0 .009 .419 24. 4 1 .082 -.28 1 .001 0 .01 .689 285 5 1 .082 1 -.28 1 .001 0 1 .011 1 .959 RISA-313 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 11 IP,NRP.,,S,,A Job CompanyDesigner Sept 30, 2014 Number Model Name : Checked By:................ Member Section Stresses - -. TL....fl riI .. e... k^t Dn,1.n tnn n.1inr.FkQi1 7 hn* Randineirk , ViOl I IUCI LO..- MI I .07... -.291 -.006 JCl 8.793 -8.793 .119 -.119 .2.... - 2 .L -.291 -.006 4.148 -4.148 .029 -.029 - 3 .I.QQL -.291 -.006 -.497 .497 -.061 .061 - 4 ...QQL -.291 -.006 -5.142 5.142 -.151 .151 5 - 5 QL -.291 -.006 -9.786 9.786 -.241 .241 2 M2 I -.289 -.006 8.769 -8.769 .131 -.131 - 2 J.Q -.289 -.006 4.145 -4.145 .033 -.033 8 - 3 .105 -.289 -.006 -.479 .479 -.064 .064 .1... - 4 -.289 -.006 -5.103 5.103 -.162 .162 - 5 . 1.0. -.289 -.006 -9.727 9.727 -.26 .26 ii. . 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M17 I i -.015 0 0 0 0 0 82 - 2 -.289 -.015 0 -.46 .46 0 0 - 3 2 -.015 0 -.919 .919 0 0 - 4 2 -.015 0 -1.379 1.379 0 0 85 - 5 -.015 0 -1.838 1.838 0 0 86 2. M18 I 1 .j -.014 0 0 0 0 0 - 2 j -.014 0 -.43 .43 0 0 88 1- 3 ..i -.014 1 0 -.859 .859 0 0 - 4 j -.014 1 0 -1.289 1.289 0 0 90 - 5 .361 -.014 0 -1.719 1.719 0 0 ..t 2. M19 I L -.013 0 0 0 0 0 92 - 2 -.1 -.013 0 -.386 .386 0 0 93 - 3 -.1 -.013 0 -.772 .772 0 0 94 - 4 -.1 -.013 0 -1.158 1.158 0 0 - 5 i.. -.013 1 0 -1.545 1.545 0 0 96 21 M20 I 0 1 -.002 0 0 0 0 97 - 2 1 .422 0 -.002 -.002 .002 -.028 .028 - 3 .422 0 -.002 -.005 .005 -.057 .057 - 4 0 -.002 -.007 .007 -.085 .085 iQ - 5 ..422 0 -.002 -.01 .01 -.113 .113 1012 M21 I ...9. 0 0 0 0 0 0 102_ 2 0 1 0 0 0 0 0 103 - 3 .926 0 0 0 0 -.002 .002 104 - 4 0 0 0 0 -.002 .002 - 5 .926 0 0 0 0 -.003 .003 1062 M22 I J. 0 0 0 0 0 0 107 - 2 .41. 0 0 -.002 .002 -.01 .01 108 3 .J.. 0 0 -.005 .005 -.02 .02 109 - 4 1 .165 0 0 -.007 .007 -.031 .031 110 = 5 .j.. 0 0 -.01 .01 -.041 .041 M23 I ...4. 0 0 0 0 0 0 1= 2 .438 0 0 0 0 -.007 .007 _______ 3 0 0 1 0 0 1 -.015 1 .015 - RISA-30 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 13 P6 3q OFS Company : Sept30, 2014 Designer I R !SA Job Number T E c N N 0 L t) C I E s Model Name : Checked By: Member Section Stresses (Continued) W Member La.. Sec AxiIfk. v ShrFksiJ z She2r1kiJ v ton Rpndinnlksil v hot RpntIiri 7 Mn Rpndinnfki1 7 hot Rc*nilinnlk 1j4. - 4 0 0 0 0 -.022 .022 jj - 5 0 0 .001 -.001 -.029 .029 116 2 M24 I _flj -.015 0 1.796 -1.796 .015 -.015 ill - 2 ..j -.015 0 1.347 -1.347 .003 -.003 - 3 .681 -.015 0 .897 -.897 -.008 .008 .iia_ 4 1 ..L -.015 0 .447 -.447 -.02 .02 12. - 5 1 .j -.015 0 -.002 .002 -.031 .031 121 21 M25 I QL 0 0 0 0 0 0 122_ 2 ..QL 0 0 0 0 0 0 - 3 j 0 0 0 0 -.001 .001 124. - 4 L 0 0 0 0 -.002 .002 - 5 Qi. 0 0 .001 -.001 -.003 .003 12.2 M26 I ..753 0 0 0 0 0 0 121 2 0 0 0 0 .007 -.007 128 3 ..753 0 0 -.001 .001 .014 -.014 129 - 4 0 0 -.002 .002 .02 -.02 130 - 5 .11 0 0 -.003 .003 .027 -.027 131.2- M27 I j -.013 0 0 0 0 0 132 - 2 .839 -.013 0 -.391 .391 0 0 i. - 3 1 J. -.013 0 -.782 .782 0 0 - 4 .839 -.013 0 -1.172 1.172 0 0 135 5 .9.. -.013 0 -1.563 1.563 0 0 136 2 1 M28 I -.014 0 0 0 0 0 iZ. - 2 .21i -.014 0 -.418 .418 0 0 - 3 .21. -.014 0 1 -.836 .836 0 . 0 - 4 .Zi -.014 0 -1.254 1.254 0 0 140 - 5 .21 -.014 0 -1.672 1.672 0 0 1.41 2 1 M29 I .22.. -.015 0 0 0 0 0 142 - 2 -.015 0 -.457 .457 0 0 - 3 .2.. -.015 0 -.913 .913 0 0 1.44. - 4 -.015 0 -1.37 1.37 0 0 14. - 5 .22.. -.015 0 -1.827 1.827 0 0 14. 2 M30 I L -.015 0 0 0 0 0 1.41 - 2 QL -.015 0 -.457 .457 0 0 14. - 3 L -.015 0 -.915 .915 1 0 0 149_ 4 QL -.015 0 -1.372 1.372 1 0 0 - 5 QL 015 0 -1.83 1.83 0 0 .11 2 M31 I 0 0 0 0 0 1Z 2 g-.014 014 0 -.42 .42 0 0 153 3 014 0 -.839 .839 0 0 154 4 -.014 0 -1.259 1.259 0 0 = 5 -.014 0 -1.678 1.678 0 0 I. 21 M32 I .013 0 0 0 0 0 157 1 2 .013 0 .383 -.383 0 0 158 - 3 -.336 . .013 0 .767 -.767 0 0 159 = 4 1,336 .013 1 0 1.15 -1.15 0 0 iQ. - 5 .013 0 1 1.533 -1.533 0 0 161 M33 I 41 0 0 0 0 0 0 162 2 1 .841 0 0 0 0 .004 -.004 163 - 3 ..41.. 0 0 0 0 .008 -.008 164 1 1 4 41 0 0 0 0 .012 -.012 165 1 5 41.. 0 0 0 0 .016 -.016 166 21 M34 I 0 0 1 0 0 0 0 167 - 2 0 0 0 0 .008 -.008 168 - 3 0 0 0 0 .016 -.016 - 4 0 0 0 . 0 .024 -.024 ff 5 0 0 0 0 .032 -.032 RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 14 &4o Of 6 Company I Designer : Sept 30, 2014 Job Number Checked By: TEtHNOLGIES Model Name : Member Section Stresses (Continued) LC Mmbr ! Set Axil1k v hpirTksiJ hrrksi1 ,tnn RndinnrkiJu bnt P.ondin , bin Rn,Iinr,fl,efl v h^f Rn,innfl, 171 2 M35 1 ...L - 0 0 ---r . .IZZ - 2 0 0 0 0 .007 -.007 - 3 0 0 -.001 .001 .014 -.014 11 - 4 0 0 -.002 .002 .021 -.021 jl. - 5 0 0 -.003 .003 .028 -.028 119. 12 1 M36 I Z 1 .11 .011 .091 -.091 -.241 .105 liZ. - 2 07 .049 .011 .307 -.307 -.154 .067 iZ - 3 ..QZ -.062 .011 .297 -.297 -.066 .029 119. - 4 QQZ -.222 .011 -.05 .05 .021 -.009 iQ. - 5 Q -.48 .011 1 -.914 .914 .109 -.047 181 2 M37 I QQZ .601 0 -.927 .927 .109 -.047 2 QZ .312 0 .304 -.304 .115 -.05 i. 3 QZ -.047 0 .639 -.639 .122 -.054 - 4 QQZ -.407 0 .063 -.063 .129 -.057 .i. - 5 QZ -.712 0 -1.416 1.416 .136 -.06 .i. 2 M38 I QZ .97 .011 -1.43 1.43 .124 -.054 187 - 2 pp .472 .011 .401 -.401 .211 -.092 .1. - 3 QZ -.026 .011 .966 -.966 .298 -.13 - 4 -.007 -.525 .011 .266 -.266 .385 -.168 - 5 QZ -.999 .011 -1.697 1.697 .472 -.206 191.. 2 M39 I :Q .979 -.008 -1.699 1.699 .472 -.206 192 - 2 .532 -.008 .266 -.266 .407 -.178 193 3 QZ .045 -.008 .999 -.999 .343 -.15 194. - 4 PZ -441 -.008 .496 -.496 .279 -.122 - 5 QZ -.924 -.008 -1.243 1.243 .215 -.094 .19. 2 M40 I ..QZ .936 -.026 -1.231 1.231 .215 -.094 1.91 - 2 91 .448 -.026 1 .526 -.526 .012 -.005 .19. - 3 QQZ -.04 -.026 1.045 -1.045 -.19 .083 .199. - 4 QZ -.527 -.026 .325 -.325 -.393 .172 200. - 5 QZ -.968 -.026 -1.628 1.628 -.595 .26 201 2 M41 I .375 -.002 -1.685 1.685 .104 -.045 20 - 2 .243 -.002 -.933 .933 .09 -.04 - 3 .215 .112 -.002 -.501 .501 .077 -.034 .204 - 4 .&i. -.019 -.002 -.388 .388 .064 -.028 - 5 -.15 -.002 -.594 .594 .05 -.022 206 2 M42 I .Q. .386 -.002 -1.097 1.097 .05 -.022 207 - 2 .022 .173 -.002 -.414 .414 .037 -.016 208_- 3 -.042 -.002 -.255 .255 .023 -.01 20 - 4 -.257 -.002 -.619 .619 .009 -.004 - 5 -.467 -.002 -1.509 1.509 1 -.004 .002 211 2 M43 I 1.621 -.002 -2.046 2.046 -.004 .002 212 - 2 .4.. 1.322 -.002 1.532 -1.532 -.019 .008 213 1 - 3 24 002 4.385 -4.385 -.033 .014 214 - 4 24 .725 6.511 -6.511 -.047 .021 5 Q24 1.023t-. 002 .439002 7.911 -7.911 -.062 .027 216 2 M44 I 1Q9 .216006 .409 -.409 .05 -.022 217 2 .109 .085006 .776 -.776 .003 -.001 218 3 .109 -.047 -.006 .822 -.822 -.044 .019 219 - 4 .109 -.178 -.006 .548 -.548 -.092 .04 220 - 5 J.09 -.309 -.006 -.046 .046 -.139 .061 221 2 M45 I J1.4. .582 -.006 -.55 .55 1 -.139 .061 222 - 2 .114 .369 -.006 .604 -.604 -.184 .081 - 3 11.4. .155 -.006 1.239 -1.239 -.229 .1 224. - 4 J14. -.059 -.006 1.355 -1.355 -.274 .12 2251 1 5 J14.. -.271 -.006 .953 -.953 -.32 .14 226121 M46 1 .122 -.519 -.006 .5 -.5 1 -.32 .14 227 2 -.818 __-.006 __J_-1.134 1 1.134 1 -164 .159 - RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 15 r4, t',s Designer : Sept 30, 2014 15MIRISA Company Job Number T E H N 0 L d G I E s : Checked By: Model Name Member Section Stresses (Continued) I ( Momhr I a so,- AvITk u h,fI,i1 Qn ..,,rt,i., Q,A... 228 3 .122 -1.117 -.006 -3.499 3.499 -.409 .179 229 - 4 .122 -1.416 -.006 -6.595 6.595 -.453 .198 230 - 5 .122 -1.7 -.006 -10.421 10.421 -.498 .218 21. 21 M47 1 -.04 .936 .038 -.715 .715 -.74 .324 - 2 -.04 .459 .038 1.151 -1.151 -.443 .194 233 3 -.04 -.106 .038 1.599 -1.599 -.146 .064 24. - 4 -.04 -.671 .038 .613 -.613 .151 -.066 2. - 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5 .113 -.077 .005 1.215 -1.215 .269 -.118 2812 M57 1 .123 -.908 .005 .766 -.766 .269 -.118 282 - 2 J.2. -.964 .005 -1.517 1.517 .307 -.134 283 - 3 .123 -1.026 .005 -3.95 3.95 .345 -.151 L284 4 .123 -1.039 1 .005 -6.487 1 6.487 .383 -.168 RISA-30 Version 12.0.0 [C:\RISA'Avanced Biologics Carlsbad CA.r3d] Page 1b Company : Sept 30, 2014 Designer I R I" SA Job Number TE?H NO LO SI ES Model Name : Checked By: Member Section Stresses (Continued) LCMember La... 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I If' IA...., I ,...f41 t....... I ....ISaI r.. fl..._I_.... FL..1 I.A.....I... ni__I... I• .J_ 2. Ml HSS3X3J - 324 10. - 021 0_ y 30.032 161.365 5.198 5 198 2THl-lb 2. 'M2 HSS3x3x4 .327 10 .023 _0_ y 30.032 61.365 5.198 5.198 .253IH1-1b 3 2 M3 HSS3x3x4 .331 10 .021 0 y 30.032 61.365 5.198 5.198 .252 H1-1b _4_. 2. M4 HSS3x3x4 .322 jQ. .023 ._Q.. y 30.032 61.365 5.198 5.J. E5i-l1- 5 2 M5 HSS6x6x3 .591 10 .054 _Q.. y 85.48 100.096 17.391 Z1 .2431H1 -1b ..j_. 2 M6 HSS6x6x3 .591 .jQ. .054 _Q.... y 85.48 100.096 17.391 7.391 .1..... . M9 W12x22 .514 ..ie 1..Q .034 Q. y 10.864 194.012 9.132 17.074 1.19J11 -1b - Member Cold Formed Steel Code Checks I t Mmhr Qhr.. I It IA..,, I ..,.r Qh.... I ,.,.r D...ft T.,/f' IA...., IA.,.,.. f'_ . I' j_ 2 M7 6CSEI6 - 070 Q .058 11.16 v18.209113.24 ------------------- 506 191314 857 85 C3 _2 2 M8 6CS16 .139 .089 0 y.20913.24.806t913t5...852.85C5.... 32 MIO 6CSEI6 .505 ..Q _4_ 2 Mll 6CSEI6 .521 Q 0 y 7.58 1324 4 1.9131.8....685.85 C5 .... .L 2 M12 6CSE16 .429 0 149 383 y 58 1324 06 1.9131.5.1867.85C5.. 6 21 M13 6CSEI6 .611 0 .179 0 y 7.5811124 06 1.9131. 7 2 M36 6CSEI6 .069 ..L 047 4. v 7.526 13.24 4 1.913 2 4 C3.... ...L. 2 M37 6CSEI6 . .107 4_. 3.87 5y7.526 13.24 .534 1.9132.4....919.85 CK., ..i. 2 M38 6CSEI6 .138 4. iQi. 8 v17.526 13.24 .534 1.9132.0.7O . C3.... 10 2 M39 6CSEI6 .135 . 0 .097 .0 y 7.526 1324 534 1913 2.0....78 Ca... 11.Z M40 6CSEI6 1 .137 A.. m.104 3.917 y 7.526i3.241.506 1.91311.8....456 .85 C3.... 12. 21. M41 6CSEI6 .100 ....Q. Z ...Q_ y 758 113.24 i4 11.913••I9 85 C3.. 13 M42 6CSEI6 .096 314 04 31 y 7.57 7113.24 06 1.913 2.39.566.85 C3.... 142 M43: 6CSE16 .444 .Q. y 7..8 13.24 .506 1 131.12 . 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Member AA ADMI-05: ASD - Building Aluminum Code Checks RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 22 OF6 Designer : Sept 30, 2014 II IRISAJob Company Number TEfH NO LOG ES Model Name : Checked By: Member AA ADMI-05: ASD - Building Aluminum Code Checks (Continued) LC Member Shane UC Max Lwfftl Shear Loctftl Fr1ksiJ Ftfki1 Fbvfkqil Fh7Fki1 Ftñkfl F71kQi1 (h (mi, (m7 Fnn _3 21 M16 xio 461 jQ 003 0 2.985 9.697 Y75 8.647 553 111 _4_ 2 M17 çO .219 10. .003 _Q_. y 2.985 9.697 9.697 9.697 5.53 5.599 1.66 .6 .1.2-1 .A. 2 M18 ,5.0 .320 10 .003 0 y 2.985 9.697 7.975 8.647 5.53 5.599 i_. A L 2 M19 .179 jQ .002 Q y 2.985 9.697 7.975 8.647 5.53 5.599 5599166 ],6 j L 2 M20 x2.5x.0 .157 10 .000 0 2.985 9.697 7.975 8.647 5.53 5.599 .6 .1.1- L 2 M21 3x&.0 .311 jQ .000 1 2.985 9.697 7.975 8.647 5.53. 5.599 A 2 M22 3x2.5x.0 .062 10 .000 0 z -I 9 2.985 9.697 7.975 8.647 5.53 5.599 .66 .6 .1.1- 1Q 2 M23. 5.0 .151 JQ 1000 2.985 9.697 7.975 8.647 5.53 5.599 A. it it 2 M24 xO .390 .Q.. .003 0 y 2.985 9.697 7.975 8.647 5.53 5.599 2j .408 .6 - - .1.1-1 12 2 M25 x25x.0 .269 10 .000 0 z 2.985 9.697 7.975 8.647 5.53 5.599 .6 .1.1-1 ii. 2 M26 x.0 .255 10.. .000 _.Q... 2.985 9.697 7.975 8.647 5.53 5.599 1.4. 2 M27 3x2.5x.06 .432 10 .002 0 y 2.985 9.697 7.975 8.647 5.53 5.599 .1.. A 2 M28 3xZ5x.0 .265 10 .003 0 y 2.985 9.697 7.975 8.647 5.53 5.599 1.66 r.6j_ i ...iL 2 M29 x5.0 .369 IQ... .003 ....Q_. y 2.985 19 9.697 7.975 8.647 5.53 5.599 A 1.11- A - IL 2 M30 3xZ5x.06 .212 10. .003 _Q... y 2.985 9.697 7.975 8.647 5.53 5.599 1.66 . A ...i& 2 M31 .318 10 .003 Q y 2.985 9.697 7.975 8.647 5.53 5.599 L. .A. A 2 M32 .193 10 .002 ....Q... 2.985 9.697 9.697 9.697 5.53 5.599 1 & A 2 M33 3x2.5x.0 .283 10 .000 0 &1 20 2.985 9.697 7.975 8647 5.53 5.599 1 A 2 M34 .212 jQ .000 !.Y .1.1-1 21 2.985 9.697 7.975 8.647 5.53 5.599 i A 2 M35 3.06 .125 10 .000 0 A 2 2.985 9.697 7.975 8.647 5.53 5.599 t A. A RISA-30 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 23 Y z x Z7 7, - Results for LC 3, Dead + Seismic Right JSK-7 Sept 30, 2014 at 8:41 PM Dead load + Seismic right J Avanced Biologics Carlsbad CA.r3d 76 50 O'r ro Designer Company : Sept30, 2014 Job Number : Checked By: TEcHNoLb IP41RIS GIEs Model Name Joint Loads and Enforced Displacements (BLC 4: Seismic Left) Joint Loads and Enforced Displacements (BLC 5: Seismic Riqht) .Ininf I nhal I fl RA I,r,4i,tn KA nif ,4rII, L'.f+ Ii., .1t II,*.NjIft I N7 L Z 1.08 2 N9 L Z 1.08 3 N8 L Z 2.16 Member Area Loads (BLC 1: Dead Load) Joint A Joint B Joint C Joint 0 Direction Distribution Magnitudelksf] Li t N7 I N9 I N12 I N10 I Y I B-D I -.018 J Member Area Loads (BLC 2: Live load) Joint A Joint B Joint C Joint D Direction Distribution Magnitudeiksf] HI N7 I N9 I N12 I NIO I Y I B-D 1 -.02 I Member Area Loads (BLC 3: Wind) Basic Load Cases RI ( flrrirtinn (ts3nnr, ( (rvih,V (rvih, 7 (r,ih, mini Pnint flirihn Art S,,rf,IPltpM/2Ifl I Dead Load I None 2 Live load I None I 3 Wind None 2 4 Seismic Left None 2 5 Seismic Right None 3 ~7tl BLC I Transient Area Loads None 46 1 Joint Reactions It, I &I V Ftel V llei 7 rId MY lk-ftl MV rkff1 M7 rk-ftl ..L ....L Ni .002 .081 -.237 -1.18 .002 -.01 - ...L. ... N2 .006 3.177 -2.105 -9.895 .002 -.034 _L _L N3 0 .444 -.238 -1.196 -.002 -.003 ..i.. _i.. N6 -.002 -.098 -.23 -1.156 -.001 .009 ..j. N5 -.006 1.599 -1.249 -7.038 .003 .032 ..... .1... ....L.1 N4 0 .299 -.225 -1.142 .003 .005 _7 3 . N13 0 .098 0 0 0 0 8 3- _.. N14 0 .19 .001 0 0 0 9_ _.. N15 0 .268 .002 0 0 0 10 3 N16 0 .118 0 0 0 0 ..1L ..j..... N17 0 .189 .001 0 0 0 12 1 3 N18 0 .248 002 0 0 0 13 ..1.. N42 0 .284 -.005 0 0 0 ..14.. i N43 0 .615 -.002 0 0 0 ii . N44 0 .56 -.002 0 0 0 i L N45 0 .416 -.003 0 0 0 -17- .L N46 1 0 .23 -.004 1 0 1 0 1 0 RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 1 Designer : Sept 30, 2014 .RSA Company Job Number Model Name : Checked By:_ Joint Reactions (Continued) LC Joint Label X Iki V Iki Z rki MX Fk-ffl MY Fk-ftl M7 lk-ftl IL. .L.1 N24 0 .093 0 0 0 Ii.. _.... N23 0 .196 .001 0 0 0 .20 N22 0 .258 .002 0 0 0 21 . N21 0 .102 0 0 0 0 ..22 3_ N20 0 .195 .001 0 0 0 ..2.. _._ N19 0 .241 .002 0 0 0 .24.. ...i.. N41 0 .492 -.002 0 0 0 ..25 ..L. N40 0 .526 -.002 0 0 0 .26 ...L. N39 0 .454 -.02 -.116 0 0 .27 ......... N38 0 1 .299 1 -.004 1 0 1 0 1 0 .2.. ....a... N37 0 .106 -.005 0 0 0 29 3 Totals: 0 11.682 -4.32 iQ.. ........ COG (ft): X: 15.59 Y: 10 1 Z: -10.488 1 Joint Deflections LC Jnint Label X Fini V rinI 7 rinI X Rntatinn rradl V Rntatinn Fradi Z Rntatinn Fradi :ii 3 NI 0 0 0 0 N2 0 0 0 0 0 0 N3 0 0 0 0 0 0 _4...._... N4 0 0 0 0 0 0 N5 0 0 0 0 0 0 N6 0 0 0 0 0 0 ..L. ....... N7 -.002 0 .479 -1.979e-4 -5.748e-5 -5.06e-5 ...L.. ...._ N8 -.002 -.004 .482 -2.036e-3 -6.328e-6 7.978e-6 9 3 N9 -.002 0 .486 -2.012e-4 5.127e-5 2.722e-5 10. ..... NIO .002 0 .479 1.911 e-4 -7.308e-5 -6.283e-6 II 3 Nil .002 -.002 .482 2.065e-3 -1.229e-5 -I.01e-5 12... ....... N12 .002 0 .485 2.065e-4 3.345e-5 3.462e-5 13 3 N13 0 0 0 4.033e-3 -9.991e-5 4.946e-5 14 3 N14 0 0 0 4.056e-3 -1.466e-5 5.205e-5 15 3 N15 0 0 0 4.044e-3 7.953e-5 3.783e-5 16 3 N16 0 0 0 4.051e-3 -1.162e-4 2.725e-5 17 3 N17 0 0 0 4.084e-3 -4.921e-5 5.939e-5 IL 3 1 N18 0 0 0 4.082e-3 6.709e-5 1.851 e-5 IL ....L N19 0 0 0 4.036e-3 -1.049e-4 -9.642e-6 .20. .. N20 0 0 0 4.054e-3 4.296e-6 -5.649e-5 .21.. _L N21 0 0 0 4.036e-3 7.589e-5 -4.329e-5 .2. _L N22 0 0 0 4.051e-3 -1.131e-4 -2.422e-5 23 ...L N23 0 0 0 4.079e-3 -2.544e-5 -5.627e-5 24 1 3 1 N24 0 0 0 4.071e-3 6.31e-5 -5.796e-5 .25 ..L. N25 -.002 -.002 .484 4.027e-3 -9.991e-5 -4.815e-5 .26 _..... N26 -.002 -.003 .487 4.056e-3 -1.466e-5 -5.181e-5 27 _.L N27 -.002 -.005 .485 4.035e-3 7.953e-5 -2.177e-5 .28 ....&.. N28 -.002 -.002 .486 4.042e-3 -1.162e-4 2.523e-6 .29. ...L. N29 -.002 -.003 .49 4.084e-3 -4.921e-5 -6.041e-5 30 1 3 1 N30 -.002 -.004 .49 4.076e-3 6.709e-5 2.311e-5 31 3 N31 .002 -.004 .484 4.03e-3 -1.049e-4 -3.462e-5 ...32 . ...L. N32 .002 -.003 .487 4.054e-3 4.296e-6 5.859e-5 33 3 N33 .002 -.002 .484 4.033e-3 7.589e-5 3.136e-5 34 ....L N34 .002 -.005 .486 4.048e-3 -1.131e-4 -8.398e-6 35 3 N35 .002 -.003 .49 4.079e-3 -2.544e-5 5.514e-5 36 3 N36 .002 -.002 .488 4.065e-3 6.31e-5 5.782e-5 37 3 N37 0 0 0 6.032e-3 -4.294e-5 1.081e-5 38 ....L N38 0 0 0 6.021e-3 -6.81e-6 1.47e-6 39........ N39 0 0 0 0 0 0 RISA-3D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 2 Pz or-re FA1P,I ,k§A Company R Designer : Sept 30, 2014 Job Number T E C H N 0 Model Name : Checked By:_____ Joint Deflections (Continued) LC Joint Label X Fini V rinI Z lini X Rotation Fradi V Rotation Iradi Z Rotation Fradi _40 _L.1 N40 0 0 0 5.976e-3 1.929e-6 5.152e-6 41 _. N41 0 0 0 5.915e-3 -2.516e-5 1.224e-6 42 _.L. N42 0 0 0 6.221e-3 3.206e-5 2.536e-5 43 3 N43 0 0 0 6.054e-3 -1.967e-5 2.707e-5 _44... ..L. N44 0 0 0 6.022e-3 -4.694e-5 1.284e-5 .AL _L N45 0 0 0 5.995e-3 -4.731e-5 -6.975e-6 46 3 N46 0 0 0 5.995e-3 -2.029e-5 -2.147e-5 47 _L.1 N47 -.001 -.002 .479 -9.715e-5 -4.294e-5 1.042e-5 .4• _.. N48 0 -.005 .479 -7.83e-5 -6.81 e-6 1.49e-6 49 _L. N49 0 -.008 .479 1.99e-6 7.949e-6 3.651e-6 Q ....... N50 0 -.009 .479 6.929e-6 1.929e-6 5.143e-6 51 _L. N51 0 -.009 - .479 1.283e-4 -2.516e-5 1.218e-6 52 3 N52 -.003 -.005 .486 -3.148e-4 3.206e-5 2.537e-5 53 3 N53 -.003 -.011 .486 1.943e-5 -1.967e-5 2.704e-5 54 1 _..i..1 N54 1 -.002 1 -.01 1 .486 1 8.155e-5 I -4.694e-5 I 1.283e-5 55 3_... N55 1 0 1 -.007 1 .486 1.323e-4 1 -4.731 e-5 -6.965e-6 .L 3 N56 .003 -.004 .486 1.316e-4 -2.029e-5 -2.135e-5 Member Section Forces Lr. Mambr Label Sec AxialFkl v SherFk1 z ShearFkl Tnrnijelk-ftl v-v Mn 2-7 Mn 3 Ml 1 .081 - -.002 -.238 .002 1.18 -.01 2 2 .081 -.002 -.238 .002 .585 -.004 3 .081 -.002 -.238 .002 -.01 .002 4 .081 -.002 -.238 .002 -.605 .009 5 5 .081 -.002 -.238 .002 -1.2 .015 6 3 M2 1 .444 0 -.241 -.002 1.196 -.003 2 .444 0 -.241 -.002 .593 -.002 8 3 .444 0 -.241 -.002 -.01 -.001 4 .444 0 -.241 -.002 -.613 0 ..10 5 .444 0 - -.241 -.002 -1.216 0 ii 3 M3 1 .299 0 -.226 .003 1.142 .005 12 2 .299 0 -.226 .003 .575 .002 13 3 .299 0 -.226 .003 .009 0 14 4 .299 0 -.226 .003 -.557 -.002 15 5 .299 0 -.226 .003 -1.123 -.004 1. 3 M4 1 -.098 .002 -.229 -.001 1.156 .009 11.. 2 -.098 .002 -.229 -.001 .583 .004 18 3 -.098 .002 -.229 -.001 .01 -.002 19 4 -.098 .002 -.229 -.001 -.563 -.007 20 5 -.098 .002 -.229 -.001 -1.136 -.012 it 3 M5 1 3.177 -.006 -2.125 .002 9.895 -.034 22 2 3.177 -.006 -2.125 .002 4.582 -.018 23 3 3.177 -.006 -2.125 .002 -.731 -.003 24 4 3.177 -.006 -2.125 .002 -6.045 .012 25 5 _3.177 -.006 -2.125 .002 -11.358 .028 26 3 M6 1 1.599 .006 -1.259 .003 7.038 .032 2 _1,599 .006 -1.259 .003 3.89 .018 28 3 _1.599 .006 -1.259 .003 .742 .004 4 1.599 .006 -1.259 .003 -2.406 -.011 30 5 1.599 .006 -1.259 .003 -5.554 -.025 31 3 M7 1 -.055 -.044 0 0 -.002 -.095 32 2 -.055 -.044 0 0 -.001 -.083 3 -.055 -.05 0 0 -.001 -.069 .i4. 4 -.055 -.056 0 0 -.001 -.054 5 1 -.055 1 -.062 1 0 1 0 1 -.001 -.037 RISA-30 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 3 r53 op Designer : Sept 30, 2014 I Company Number T E1 ,I.R , jSAJob H N o G e s Model Name : Checked By: Member Section Forces (Continued) I f, Momh3r I ahal S. AviIrk1 whrrfr1 Qhrfr1 ,. • • a I I • • ww . • • - s a • _a}!Z; • ______ _____ - • '- .•'I a __,;s} • ____________________________ • OnE NWI _.I)Z.rII')' • Wi Wiiii __ _•Z.JI.JIII)__I a IwI I OPM UI ____JI• I UI TrL1 rLSII • UI a W MI-9 UI a .IaiIIaIe UI _.IZ III I rI • UI s seI: a i a UI I a I UI - IIeI; a i a __________________ a a • I I I I S I ZI a s a iI I I I zI I I a • I a S lII - I I I - • a • UI • a • UI s a UI • • • I S I UI _jl:ie • • • frI _J:I a--- • • RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 4 r54of6& Company Designer : Sept 30, 2014 I R T El H N 0 0 0 I E $ Model Name : Checked By: jSA Job Number Member Section Forces (Continued) I r Mmh3r I hoI AiI1k1 ,Shgr1k1 hr1k1 Tirn,.o1kJ+1 t,, Mn , ftAn UI - --—=-- -.,zI— I I I - I ..FLIISI S - I ..rLIIII I a aIaI. I rsi'j - i sIaI IMI - a a a aIaI. m a _'IaI E!I - a IlLlIlI. I — a S _iI!I S _SIaI I iri - tal; a I _111; 'isi e EM _tal; • i•i a EøI ___ - s aiai. a - a _aiai a EM _!4 a I1LlIII rETI a EIFI a EM a _..a • EM s _ a _aiai s - S JLIIII EF1 _- I IIII - I .AlIlI• IIII a _aIaI • IFI ..rLIISI I IT4 • _siai a Ifl a I I a a I - I I I - S I • EM I S I EN - r•' a s a _i1a' i a a EN _.; a • a EN a a a RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 5 ;i7: 55 ôF$, Irl Company OUR : Sept 30, 2014 Designer Job Number T E C H N 0 Lk§i~ Model Name : Checked By:_____ Member Section Forces (Continued) LC Member Label Sec Axialiki v Shear1k 2 Sheerlki TnraneFk-ftl v-v Mn 7-2 Mn I11 T 11I _jel; a a Em I I I I Ipi _j_ I I _.aI1c s a a Epi I I I - slelc a a e E11 s a I _jtIIII I I ..rLIIII I III I riII!I. ErI a ..rlLlI!I! S • U1 I _IIII I Eri s r11I1 I • eu EFZI I ..rLIIlI. S EF1 a s IF1 a s tizi I _II!I $ I .jiIIII. I EFZI - a a - I I iisi.i tri - • __________ tI1 rLl[taI1Ie s s 11.1.1 _.rL1 F I I IrJ a • ___ _____ 191 a a 191 a flI e a • • - • - • - -lL$'rIIII1' I I WIiT I I - .a sIaI; a a - S a FT1 _az EF a a WIIU RISA-30 Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 6 F6 56 o/b Company Designer : Sept 30, 2014 h Job Number T E C H R4A Model Name Checked By: Member Section Forces (Continued) LC Memhr Lbl AxiiIrk1 ,ShQrrk1 7 hor1k1 Tn,,,,,rI,c+1 IL., IA.. _ ERM • _______ I. mum .t. •i• • SPIM - s_ • - • - S 1IS1U!I!II • nri .• • wa - .s........... • Ru _.•;r*I.TT $ II.Isi; • • - .s .11; • • _______ S S ---,-- I • ___ LSN!S1 III • ______ - .sIi)' • _.I ..,u(s)r,I,), • I s ______ RN __•Elm _--'_WU1FI F!I rioMe ju[ • • Ff11 • • RN • TIRTI FTh • • FT1 —••i' • • • -I RN • —• ______ RN _s_J1; • • •isi I I RN .•ii • • RN • • FZFJ I S Ru .__.J$JC__ • a • IIWF RN P_II • UW!1I a • S I RN tIIS'__•__• RN • • s RN $ • S I .si; • • i1 _.__.•isi. _s__• RISA-30 Version 12.0.0 [C:\RlSAAvanced Biologics Carlsbad CA.r3d] Page 7 V-57 OFr, , Company Designer : Sept 30, 2014 Job Number T E C Name : Checked By:_........ 'H R4A Model Member Section Forces (Continued) I r Mcmhor I Qhol Sor AvIrk1 t,hrrI,1 , Qh..1fr1 T,s..n, ..rl,fH RA,. . -. RA • • __ 'I;_.iJ. • 'i'' • TTRWI F1 i•' • FZ1 - .•i•' • ______ FZI • • FI _ 'ii; • • _______ FI I s • FZI i • FiLl • IW Fill • a I I Fill __• _ ______ Fill a a FTI 1 .* ii__• 0 a _ _ Member Section Stresses I ( Mmhør I n qpr AyiIFk v Shr1kqi1 7 har1ki1 v tnn RDnrIinnrki1u hnt Ronrlin 7 tan RndinrIFkQi1 hat Rndinn1k 1 3 Ml I &. -.002 - -.222 - .058 -.058 7.035 - -7.035 2 - 2 -.002 -.222 .022 -.022 3.489 -3.489 - 3 -.002 -.222 -.015 .015 -.057 .057 _4.... - 4 -.002 -.222 -.051 .051 -3.604 3.604 - 5 -.002 -.222 -.087 .087 -7.15 7.15 ..L. .. 1 M2 I J.. 0 -.225 .02 -.02 7.131 -7.131 _L.. - 2 .J.. 0 -.225 .014 -.014 3.536 -3.536 - 3 ..iZ 0 -.225 .008 -.008 -.058 .058 .1... - 4 JZ 0 -.225 .002 -.002 -3.653 3.653 IQ__ 5 j. 0 -.225 -.004 .004 -7.247 7.247 .11.. .a 1 M3 I .123 0 -.211 - -.027 .027 6.805 -6.805 12. - 2 _i. 0 -.211_ -.014 .014 3.43 -3.43 .13. - 3 .i2.. 0 -.211_ -.002 .002 .055 -.055 .14. - 4 12 0 -.211_ .011 -.011 -3.319 3.319 - 5 ..i2 0 -.211. .023 -.023 -6.694 6.694 16.3.. M4 I 04..1 .002 -.214 -.054 .054 6.889 -6.889 17 - 2 .002 -.214 -.022 .022 3.475 -3.475 18 - 3 -.04 .002 -.214 .01 -.01 .06 -.06 19... - ______ 4 ..4... .002 -.214 .042 -.042 -3.355 3.355 20 - 5 -.04 .002 -.214 .074 -.074 -6.77 6.77 L. a M5 I .i9 -.003 -1.115 .054 -.054 15.974 -15.974 - 2 ..i9. -.003 -1.115 .029 -.029 7.397 -7.397 2. - 3 J9. -.003 -1.115 .005 -.005 -1.181 1.181 24.. - 4 -.003 -1.115 -.02 .02 -9.758 9.758 - 5 _Z& -.003 -1.115 -.045 .045 -18.336 18.336 26 M6 I 40 .003 -.661 -.052 .052 11.363 -11.363 27 - 2 402 .003 -.661 -.029 .029 6.28 -6.28 - 3 ...42 .003 -.661 -.006 .006 1.198 -1.198 29.. - 4 A2. .003 -.661 .017 -.017 -3.884 3.884 - 5 _.4. .003 1 -.661 1 041 -.041 -8.967 8.967 RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 8 Company Designer : Sept30, 2014 Job Number Checked By: Model Name _ Member Section Stresses (Continued) I ( $Amr I .- vIrfr s, ,, is,.. .,,j.... . o.....rj....:, - I...4 31 3 M7 I -.082 -.165 .899 -.899 1 -.057 .025 . 32 - 2 -.165 0 .778 -.778 1 -.055 .024 33 - 3 -.184 0 .651 -.651 1 -.054 .023 34 - 4 -.207 0 .506 -.506 1 -.052 .023 35 - 5 -.23 0 .345 -.345 -.05 .022 36 3 M8 I . 0 -1.348 1.348 .074 -.032 2 E.665 485 0 -.924 .924 .072 -.032 38 3 -.064304 0 -.634 .634 .071 -.031 4 4 124 0 -.476 .476 .069 -.03 - 5 -.057 0 -.452 .452 1 .067 -.03 41 131 M9 I Qi.Z .691 0 -1.396 1.396 .01 -.01 42 1 2 i.Z .346 0 2.753 -2.753 .006 -.006 - 3 Qii .001 0 4.143 -4.143 .001 -.001 .44... 4 flhZ -.343 0 2.775 -2.775 -.003 .003 - 5 iZ -.682 0 -1.351 1.351 -.008 .008 AL 3 MIO I .039 0 -.006 .069 -.069 .141 -.062 _47 - 2 0 -.006 .07 -.07 .094 -.041 48 . 3 .039, -.012 -.006 .068 -.068 .047 -.021 49 1 4 -.073 -.006 -.036 .036 0 0 ii!. 5 ...Q. -.131 -.006 -.289 .289 -.046 .02 .i.. 31 M11 I ...09 -.047 -.008 .282 -.282 .248 -.108 - 2 ...09. -.047 -.008 .169 -.169 .185 -.081 53 - 3 .039 -.059 -.008 .053 -.053 .123 -.054 - 4 -.12 -.008 -.165 .165 .06 -.026 - 5 ..039 -.178 -.008 1 -.532 .532 -.003 .001 . 3 M12 I .7 -.009 -1.589 1.589 .169 -.074 57 - 2 Qi .415 -.009 -.216 .216 .102 -.045 - 3 .116 -.009 .43 -.43 .035 -.016 59 - 4 :i -.183 -.009 .35 -.35 -.031 .014 60 - 5 Qi -.482 -.009_ -.458 .458 -.098 .043 j . M13 I Qi .713 -.011_ -1.443 1.443 .277 -.121 62 - 2 .401 -.011_ -.088 .088 .195 -.085 63 - 3 QJj. .09 -.011_ .509 -.509 .113 -.049 64 4 -.222 -.011_ .347 -.347 .03 -.013 65 - 5 -.534 -.011_ -.572 .572 -.052 .023 66 3 M14 I 1 .148 0 0 1 0 0 0 0 - 2 j4. 0 0 1 -.006 .006 0 0 68 1 3 14 0 0 -.012 .012 0 0 69 4 .148 0 0 -.018 .018 -.001 .001 70 = 5 .148 0 0 -.025 .025 1 -.001 .001 71 3 M15 I .286 0 0 0 0 0 0 72 2 1 .2. 0 0 -.007 .007 0 0 73 - 3 2 0 0 -.013 .013 0 0 74 4 2 0 0 L0 -.02 .02 0 0 75 - . 5 .286 0 0 -.026 .026 0 0 16 M16 I A 0 0 0 0 0 77 2 AQ. 0 0 -.004 .004 0 0 78 - 3 0 0 1 -.008 .008 0 0 79 - 4 .402 0 0 1 -.011 .011 -.001 .001 80 1 = 5 _4. 0 0 -.015 .015 -.002 .002 81 131 M17 I .J.ZZ. 0 0 0 0 1 0 0 82 1 1 _______ 2 177 0 0 -.002 .002 0 0 83 3 ..117 0 0 -.003 .003 0 0 = 4 J.ZZ. 0 0 -.005 .005 -.001 .001 85 - 5 .J.ZZ. 0 0 -.006 .006 -.002 .002 863 M18 I 0 0 0 0 0 0 87 - - 2 244 0 0 -.008 .008 0 0 - RISA-31D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 9 - r&sq OF IPA Company RS Designer : Sept 30, 2014 Job Number T E C H N 0 L C I E s Model Name : Checked By:_____ Member Section Stresses (Continued) LC Member la. Sar AxiI1k v Shpnrrkqil 7 Shrfki1 u tnri Ranrfinrarki1, hnt Ronrlin , fr,n RonrflnnTIci1 v hn • • S I S S I S —.hI•— M — ____ • • . • __.1.I._ LT1. • -!*I • EL I I S ET s a iii• I S I I S I S It,1:I a • ., _________ • • ____ I S S I —;p— Epi. • I S S1, flU a IU • a • S S S S P211 s • E1U s • _: EPZil s a - - _________ • s • - P211 S I P211 I*1 — aIi'SIi}' S I t1. iiii— I•1 •II1 I S i*i — -aI.1 aIa1 a E11U_ .alsl;sIsI • ..II III1 a a El a a s • FF1U .SIS1.SIS1__S__I E1. .i.ie si.i __a RISA-3D Version 12.0.0 [C:\RlSAAvanced Biologics Carlsbad CA.r3d] Page 10 P Company : I : Sept 30, 2014 Designer Job Number 7 E C H PINIPSA 0 6 I E s Model Name Checked By:_____ Member Section Stresses (Continued) I r Ttmhør I a Q01-AviIfl# t,hrrfr1 , QhrFI,fl n,1rn,.rI,1. k,s+ . e,,. D.rI,.:i . e = 5 1463 M30 I 0 0 0 0 0 0 147 2 0 0 0 0 0 0 148 3 iL 0 0 .002 -.002 0 0 149. - 4 0 0 .003 -.003 0 0 - 5 iL 0 0 .004 -.004 0 0 1513 M31 1 .294 0 0 0 0 0 0 iZ - 2 94.. 0 0 .007 -.007 0 0 i. - 3 94.. 0 0 . .014 -.014 0 0 154 4 294 0 0 .021 -.021 0 0 i. 5 94. 0 0 .028 -.028 0 0 1563 M32 I 0 0 0 0 0 0 157 2 J.9 0 0 -.007 .007 0 0 - 3 .j9.. 0 0 -.015 .015 0 0 19. - 4 J9 0 0 -.022 .022 0 0 - 5 0 0 -.029 .029 .001 -.001 ii M33 I .4.1... 0 -.019 0 0 0 0 j. - 2 .,j 0 -.019 0 0 -.312 .312 163 3 ML 0 -.019 0 0 -.625 .625 IM - 4 .41 0 -.019 0 0 -.937 .937 i. - 5 4.1 0 -.019 0 0 -1.25 1.25 166 3 M34 I 24.. 0 -.018 0 0 0 0 iZ. - 2 .4.. 0 -.018 0 0 -.308 .308 - 3 24 0 -.018 0 0 -.617 .617 19. - 4 .4.. 0 -.018 0 0 -.925 .925 170 - 5 .&24.. 0 -.018 0 0 -1.234 1.234 171 3 M35 I 0 -.018 0 0 0 0 172 2 4 0 -.018 0 0 -.308 .308 173 - 3 0 -.018 0 0 -.617 .617 174 - 4 0 -.018 0 0 -.925 .925 iTh. 5 .46 0 -.018 0 0 -1.234 1.234 176.3 M36 I 74 .164 0 -.215 .215 -.05 .022 177 - 2 ..014. .103 0 .138 -.138 -.044 .019 .17. - 3 -.074 -.008 0 .265 -.265 -.039 .017 .179. - 4 -.074 -.168 0 .055 7.055 -.033 .014 180 5 -.427 0 1 -.672 .672 -.027 .012 181 3 M37 I .684 0 -1.23 1.23 1 -.027 .012 1I2. = 2 .394 0 .21 -.21 -.021 .009 j. - 3 .035 0 .756 -.756 -.016 .007 184 4 -068 -.324 0 .389 -.389 -.01 .004 185 5 -.629 0 -.88 .88 -.004 .002 186 3 M38 I 1.053 0 -1.968 1.968 -.005 .002 J.Z. - 2 & .555 0 .075 -.075 0 0 j. - 3 .057 0 .853 -.853 .006 -.003 189 4 -.441 0 .365 -.365 .012 -.005 190 - 5 -.916 0 -1.386 1.386 .018 -.008 191 31 M39 I 1.035 0 -1.932 1.932 .018 -.008 192 2 4 .587 0 .174 -.174 .023 -.01 193 - 3 04 .101 0 1.048 -1.048 .029 -.013 = 4 04 -.386 0 .686 -.686 .035 -.015 ..19. - 5 .4 -.869 0 -.913 .913 .04 -.018 1..9. 3 1 M40 I j .957 0 -1.442 1.442 .04 -.018 197 - 2 i .469 0 .369 -.369 .046 -.02 198 3 Qi -.018 0 .941 -.941 .051 -.022 199 - 4 Qi -.506 0 .275 -.275 .057 -.025 200 - 5 i -.947 0 -1.623 1.623 .062 -.027 91 L3 M41 I ..9 .234 -.003 -.296 .296 -.046 .02 RISA-31) Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 11 r6 610 F6 s F Company RISAIE Designer Sept 30, 2014 Job Number L"¼ 0 Model Name : Checked By: Member Section Stresses (Continued) LC Member La.. Sec AxialFk, v Shearlksil z ShaarFksil v ton Bendinarksil ',hnt Rndin 7 ton RpndnriFkfl 7 hot Rondinnik 202 - 2 .039 .103 -.003 .115 -.115 -.071 .031 203 3 -.028 -.003 .206 -.206 -.095 .042 204 - 4 .039 -.159 -.003 -.022 .022 -.12 .052 - 5 -.291 -.003 -.57 .57 -.144 .063 . M42 I ...09. .415 .003 -.577 .577 -.144 .063 ZQZ - 2 .202 .003 .177 -.177 -.124 .054 208 - 3 .039 -.013 .003 .407 -.407 -.105 .046 209 - 4 .039 -.228 .003 .113 -.113 -.085 .037 210 5 .039 -.438 .003 -.705 .705 -.066 .029 211 3 M43 1 .039 .556 .011._. -.709 .709 -.066 .029 212 - 2 .039 .257 .011_ .279 -.279 .015 -.007 213 1 3 -.041 .011. .541 -.541 .096 -.042 214 - 4 -.34 .011.. .078 -.078 .177 -.077 215 5 .039 -.626 .011 -1.112 1.112 .257 -.113 21 . .. M44 I _0 9 .26 -.005 -.534 .534 -.003 .001 211 - 2 _Q .128 -.005 -.061 .061 -.039 .017 - 3 -.003 -.005 1 .093 -.093 -.075 .033 - 4 -.134 -.005 1 -.074 .074 -.11 .048 - 5 _Q -.265 -.005 -.562 .562 -.146 .064 221. .. M45 I ..&9. .435 .001 -.57 .57 -.146 .064 22 - 2 ...Q. .222 .001 .228 -.228 1 -.138 .061 223 3 ..& .008 .001 .507 -.507 -.13 .057 224 - 4 ...Q. -.206 .001 .268 -.268 -.122 .053 225 - 5 .039 -.418 .001 -.49 .49 -.114 .05 226 3.. M46 I _09. .5 .009 -.49 .49 -.114 .05 - 2 _Q .201 .009 .368 -.368 -.048 .021 228 - 3 -.097 .009 .495 -.495 .018 -.008 229 - 4 ,Q -.396 .009 1 -.109 .109 .083 -.036 230 - 5 .039 -.681 .009 -1.442 1.442 .149 -.065 21 .31 M47 I .997 0 -1.05 1.05 .067 -.03 232 - 2 -.058 .519 0 .97 -.97 .061 -.027 - 3 .Q -.045 0 1.572 -1.572 .055 -.024 234 - 4 -.61 0 .74 -.74 .049 -.022 235 - 5 -1.103 0 1 -1.515 1.515 .043 -.019 236 3.. 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Sc Axialik. v ShparFksil z Shparrkqil v ton Renrlinn1k' v hot Rpn,lin 7 ton RonrlinnrkQfl 7 hot Rnrinn1Ie - 2591 - - - 1 ______ 4 Qj -.227 -1--rL" -.002 .238 ,--"• -.238 r-""r"j -.134 'rt' .059 20. - 5 Qi -.441 -.002 -.574 .574 -.146 .064 21 3 M53 I Qj -28 .004 -.566 .566 -.146 .064 22. 2 Qi .149 .004 -.042 .042 -.113 .049 263 - 3 Qi .018 .004 .161 -.161 -.08 .035 - 4 -.113 .004 .044 -.044 -.047 .02 265 - _______ 5 -.019 -.245 .004 -.392 .392 -.014 .006 2. 31 MM 1 .133 .008 -.387 .387 -.014 .006 267 - 2 .076 .008 -.127 .127 .042 -.019 268 - 3 01.9. .015 .008 -.016 .016 .098 -.043 269 - 4 1 -.019 .002 .008 -.008 - .008 1 .155 -.068 270 - 5 -.019 .002 .008 -.003 .003 .211 -.092 271 3 M55 I .422 -.003 -.571 .571 -.052 .023 - 2 01.9. .214 -.003 .212 -.212 -.075 .033 27. - 3 Qi -.001 -.003 .472 -.472 -.098 .043 274 - 4 019. -.216 -.003 - .206 -.206 -.121 .053 27. - 5 -.431 -.003 -.583 .583 1 -.144 .063 27. 3 M56 I .295 .003 -.575 .575 -.144 .063 277 - 2 .163 .003 -.02 .02 -.121 .053 278 1 3 -.019 .032 .003 1 .217 -.217 -.099 .043 279 - 4 -.019 -.099 .003 .136 -.136 -.077 .034 280 - 5 -.019 --.23 .003 -.264 .264 -.055 .024 21 3 M57 1 -.02 .113 .006 -.255 .255 -.055 .024 2 2 - 2 -.02 .056 006 -.042 .042 -.011 .005 283 - - 3 -.02 -.005 .006 .02 -.02 .033 -.014 24. - 4 -.02 -.019 .006 -.021 .021 .077 -.034 285 5 1 -.02 -.019 .006 -.067 .067 .12 -.053 - Member Section Deflections I ( Momhr I ahol x finI v rini 7 rji x Rotateiradi fnl Liv Ratio . 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M33 0 0 0 -4.694e-5 NC NC 162 _. -.002 0 .177 -4.694e-5 NC 2154.814 i. - _L.1 -.005 0 .332 -4.694e-5 NC 1346.759 14. - - _4.... -.007 .001 .442 -4.694e-5 NC 1539.153 165 - 5 -.01 .002 .486 -4.694e-5 NC NC 166 3 M34 _.j. 0 0 0 -4.731e-5 NC NC 167 ._ -.002 0 .176 -4.731e-5 NC 2183.121 168 - - 3 -.004 0 .331 -4.731e-5 NC 1364.45 169 4 1 -.006 0 .441 -4.731e-5 NC 1559.372 17 - ... -.007 0 .486 -4.731e-5 NC NC 171 - 3 M35 .j..... 0 0 0 -2.029e-5 NC NC 172 ....2_.. -.001 0 .176 -2.029e-5 NC 2183.081 173 - -.002 -.001 .331 -2.029e-5 NC 1364.426 114 - ._4. -.003 -.002 .441 -2.029e-5 NC 1559.344 175 - _..._. -.004 -.003 .486 -2.029e-5 NC NC 176 - 3 . _________________ M36 ...j_. -.479 -.002 -.001 -1.042e-5 NC NC 177 2 -.479 -.003 0 -8.187e-6 NC NC 178 3 -.479 -.004 0 -5.955e-6 NC NC 179 ..j. -.479 -.005 0 -3.723e-6 NC NC 180 _. -.479 -.005 0 -1.49e-6 NC NC M37 _j_. -.479 -.005 0 -1.49e-6 NC NC i. - ._2.... -.479 -.007 0 -2.03e-6 NC NC 183 _.. -.479 -.008 0 -2.571e-6 NC NC 184 ________________ _____________ ..•j. -.479 1 -.008 0 -3.111e-6 NC NC - _. -.479 -.008 0 1 -3.651 e-6 NC NC 186 - 3 ________________ M38 1 -.479 -.008 0 -3.651 e-6 NC NC 187 1 ....2.......1 -.479 -.009 0 -4.024e-6 NC NC 188 _. -.479 -.01 0 -4.397e-6 NC NC 189 - _____________ 1 .....4.... -.479 -.01 0 -4.77e-6 NC NC 190 5 -.479 -.009 0 -5.143e-6 NC NC 191 - 3 ________________ M39 j. -.479 -.009 0 -5.143e-6 NC NC - 2 1 -.479 -.01 0 -4.161e-6 NC NC 193 .. -.479 -.011 _0 -3.18e-6 NC NC _______________ .j. -.479 1 -.01 1 0 -2.199e-6 NC NC 195 _______________ 5 -.479 -.009 0 -1.218e-6 NC NC 196 3 _______________ M40 j.... -.479 -.009 0 -1.218e-6 I NC NC - RISA-31D Version 12.0.0 [C:\RlSAAvanced Biologics Carlsbad CA.r3d] Page 16 Company : Designer : Sept 30, 2014 IR Job Number T E C H H 0 0, E s Model Name : Checked By:_____ Member Section Deflections (Continued) Ir, RAmhr I ahal v . ri ,... i ,.. , ,.. :i -' 6.575e-7 NC NC 198 - -.479 -.006 0 2.533e-6 NC NC 199 _4_. -.479 -.004 .001 4.408e-6 NC NC 200 5 -.479 0 .002 6.283e-6 NC NC 201 .... M41 _j... -.002 -.002 .484 4.027e-3 NC NC 20 _.2_. -.002 -.002 .485 4.034e-3 NC NC -.002 -.003 .486 4.041e-3 NC NC 204 - _4... -.002 -.003 .486 4.048e-3 NC NC 205 5 -.002 -.003 .487 4.056e-3 NC NC 206 3 M42 1 -.002 i -.003 .487 4.056e-3 NC NC 207 - 2 -.002 1 -.004 .487 4.051e-3 NC NC 208 3 -.002 -.005 .486 4.045e-3 NC NC 209 4 -.002 -.005 .486 4.04e-3 NC NC 210. -.002 -.005 .485 4.035e-3 NC NC 211 3 M43 1 -.002 -.005 .485 4.035e-3 NC NC 212. ...2_. -.002 -.005 .484 2.517e-3 NC NC 213 - 3 -.002 -.005 .483 9.996e-4 NC NC 214 - 4 -.002 -.005 .482 -5.18e-4 NC NC 215 5 -.002 -.004 .482 -2.036e-3 NC NC 216 1 3 M44 1 1 -.002 -.002 .486 4.042e-3 NC NC -.002 -.002 .487 4.053e-3 NC NC 21.. . ........ -.002 -.003 .488 4.063e-3 NC NC 219 - 4 -.002 -.003 .489 4.074e-3 NC NC 220 - _. -.002 -.003 .49 4.084e-3 NC NC 221 3 M45 1 -.002 -.003 .49 4.084e-3 NC NC 222 2 -.002 -.004 .49 4.082e-3 NC NC 223 - 3 1 -.002 -.005 .491 4.08e-3 NC NC 24. - 4 1 -.002 -.005 .49 4.078e-3 NC NC 225 - _..... -.002 -.004 .49 4.076e-3 NC . NC 226 3 M46 _j. -.002 -.004 .49 4.076e-3 NC NC 227 - 2 -.002 -.004 .489 3.006e-3 NC NC 228 3 -.002 -.003 .488 1.937e-3 NC NC 229 - 4 -.002 -.002 .487 8.68e-4 NC NC 230 - 5 -.002 0. .486 -2.012e-4 NC NC 231 3 M47 1 -.486 -.005 -.003 -2.537e-5 NC NC 232 - 2 -.486 -.009 -.003 -2.579e-5 NC I NC 233 - _.... -.486 -.012 -.003 -2.621e-5 NC NC 234 4 -.486 -.012 -.003 -2.662e-5 NC NC 235 _. -.486 -.011 -.003 -2.704e-5 NC NC 236 L. M48 1 -.486 -.011 -.003 -2.704e-5 NC NC 237 .._. -.486 -.012 -.003 -2.348e-5 NC NC 238 - ._. -.486 -.012 -.003 -1.993e-5 NC I NC 239 - _4... -.486 -.012 -.002 -1.638e-5 NC NC 240 _. -.486 -.01 -.002 -1.283e-5 NC NC 241 3 M49 1 -.486 -.01 -.002 -1.283e-5 NC NC 242 ..L.. -.486 1 -.01 0 -7.878e-6 NC NC 243 - 3 -.486 -.01 0 -2.931e-6 NC NC 244 - 4 -.486 -.009 0 2.017e-6 NC I NC 245 - ...L. -.486 -.007 0 6.965e-6 NC NC 246 3 1 M50 ..j. -.486 -.007 0 6.965e-6 . NC NC 247 - . -.486 -.007 1 .001 1.056e-5 NC NC 248 3 - .. -.486 -.007 .002 1.416e-5 NC NC 249 - 4 -.486 -.006 .002 1.775e-5 NC NC 250 .... -.486 -.004 .003 2.135e-5 NC I NC 251 3 M51 1 -.486 -.004 .003 2.135e-5 NC NC 252 - 2 -.486 -.003 ...003 7.353e-6 NC NC 253 - . 3 1 -.486 -.003 1 .003 -6.639e-6 NC NC RISA-3D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 17 r Company Designer : Sept 30, 2014 Job Number T E C H N 0 L1 AModel Name : Checked By:_____ Member Section Deflections (Continued) LC Member Label Rpt, v lini urini v PnIfr,I1 (&i I h, Dfin W I I, 24.. _4 -.485 -.002 .003 -2.063e-5 NC NC 2. ..A.... -.485 0 .002 -3.462e-5 NC NC 256 3 M52 1 .002 -.004 .484 4.03e-3 NC NC 257 2 .002 -.005 .485 4.036e-3 NC NC 258 - ...... .002 -.005 .486 4.042e-3 NC NC 259 4 .002 -.004 .486 4.048e-3 NC NC - _______________ .002. -.003 .487 4.054e-3 NC NC 261 3 M53 ..j_ .002 -.003 .487 4.054e-3 NC NC 262 - 2 .002 -.003 .486 4.049e-3 NC NC 263 - 3 .002 1 -.003 .486 1 4.044e-3 NC NC 264 - . 4 .002 -.002 .485 1 4.038e-3 NC NC 265 - 5 .002 -.002 .484 4.033e-3 NC NC 266 1 3 M54 1 .002 -.002 .484 4.033e-3 NC NC 267 - 2 .002 -.002 .483 3.541e-3 NC NC 268 - 3 .002 -.002 .483 3.049e-3 NC NC 269 - 4 .002 -.002 .482 2.557e-3 NC NC - . . 1 _ .002 1 -.002 .482 1 2.065e-3 NC NC 271 3 M55 1 .002 1 -.005 .486 4.048e-3 NC NC 272 - . ..2.... .002 -.005 .487 4.056e-3 NC NC 273 _.L... .002 -.005 .488 4.064e-3 NC NC 274 _4.._. .002 -.004 .489 4.071e-3 I NC NC 275 5 .002 -.003 1 .49 4.079e-3 NC NC 27 ...L. M56 _j..1 .002 -.003 .49 4.079e-3 NC NC 277 - 2 .002 -.003 .49 4.076e-3 NC NC 278 - 3 .002 -.003 .489 4.072e-3 NC NC 279 - 4 .002 -.002 .489 4.069e-3 NC I C 280 5 .002 -.002 .488 4.065e-3 NC NC 21 _L M57 _j... .002 -.002 .488 1 4.065e-3 NC NC 282 ________________ 2 .002 -.001 .488 3.101 e-3 NC .002 NC 283 0 3 • .487 2.136e-3 NC NC 284 - 4 .002 0 .486 1.171e-3 NC NC - 5 .002 1 0 .485 2.065e-4.-1 NC I NC - Member AISC 14th(360-10): ASD Steel Code Checks LC Member Shane UC Max Locifti Shear.. Locifti Dir Pnclom Fk1 Pnt!om ... Mnw/o ... Mnzzlo... Cb Eon 1..... .. Ml HSS3x3x4 .235 10 .015 .._ 30.032 61.365 5.198 ..... 3 M2 HSS3x3x4 .241 10 . .015 0 z 30.032 61.365 5.198 .93]HI-lb 3 a M3 HSS3x3x4 .226 0 .015 0 z 30.032 61.365 5.198 24]H1 -1b A M4 HSS3c3x4 .225 0 .014 Q z 30.032 61.365 5.198.21]H1 J58.205H1b -1b 5 3 M5 HSS6x6x3 .673 jQ .074 Q g 85.48 100.096 17.391 .231H1 -lb M6 HSS6x6x3 .416 0 .044 8548 100.096 17.391 22]HI-lb j 3 M9 W12x22 .513 iQ8 .035 .Q y 10.864 194.012 9.132 liHi-Ib - Member Cold Formed Steel Code Checks I (' IArnhr Qhana ilC Mmv I nr1 Aham innr. Dn/fl TnICi MnwMn7 Ch C C Eon 1 3 M7 6CSEI6 .053 .Q. .02311.16 y RQ9 j24 .506 11.9131.2.1-9521.851C3 ... M8 6CSEI6 .099 ..L S y RQ9 1324 34 1.913 t6 .964 5 C3.... MID 6CSEI6 .025 3.83 19 . 1 3.79 y L. 15 4 3 Mu 6CSE16 .039 3.79y 7.58 i.24 1.913 2.6....59 85 C3.. 5 3 M12 6CSEI6 .115 0 74 0 y 7.58 124L561 139 3 M13 6CSEI6 4i.91323685C3. 6 .108 L Q y L i4 £5C3.... 7 3 M36 6CSEI6 .056 4 42 4... y j4 Li3 2.5.. .81685 C3.. 8 3 M37 6CSEI6 .096 _Q. .067 ..Q. y 7 52613 24 .506 1.9131.8.. 6 85 ç.. M38 6CSEI6 .151 Q_ j.Q4 y 26t$24 t• RISA-313 Version 12.0.0 [C:RISA\Avanced Biologics Carlsbad CA.r3d] Page 18 Company : OF Designer : Sept 30, 2014 Job Number T EON.0 C E s Model Name : Checked By: Member Cold Formed Steel Code Checks (Continued) I ( Qhn I If' RA,, I I ..r .Jf% r.,.Ir'. ... 103 M39 6CSEI6 148 Q .102 Q. v17.526113.24 . .534 11.9132 77 11 3 M40 6CSEI6 .130 .A._ 24 Q_ V17.52613.24 .534 1.913Z08.85 C3.. 12 M41 6CSEI6 .044 vi L. 14 .506 1.882. .72 C5.. 13 M42 6CSE16 .058 384 043 384 y 75771324 506 1.9132.0....7821.85C3.. 14 3 M43• 6CSE16 .093 383 070 3.79 v 758 132 34 32.3...4 j.. M44 6CSEI6 .044 y7.577113.241.5061.796 3.2 .60 C5.... j. 3 M45 6CSEI6 053 _Q... y7.583t4 .506 1.9131...911.8 C3.... 17 .3 M46 6CSE16 .108 3.85 JZ 3.81 y7.57413.24 .534 1.9132.57.294.85C3.. 18 M47 6CSEI6 .137 4 ,j. 3.875 y7.526124 .534 1.913 .2.8568 C3.... 19 3 M48 6CSEI6 .163 .•Q. .116 _Q. _Y7.52613.24 534 1.9132. .741 C3.... 20 3 M49 6CSEI6 152 _Q. ji ....Q. v.7.526,13.24 .534 1.913 2.4.. .85C. 21 31 M50 6CSE16 .110 0 .065 0 V-17.52613.241.506 1.9132..733 C3.. 3 M51 6CSEI6 .067 ...Q_ .040 _Q_ y7.26124 506 1.9132..843. C3..:. 23 3 M52 6CSEI6 .054 3.83 .043 3 V-1 7.58 14 .506 1913 'U.. 7 .8 C3.... 24 .3 M53 6CSE16 .042 ..0.Aa C) v17.577 13.24 506 1.9133.05.638 .85 C3.... 25 3 MM 16CSE16 .027 0 Qi - 0 v 7.58 13.2_2_4 .506 1.9133.3..,.574.85 C3.... 26 3 M55 6CSEI6 .053 3.84 .043 3.84 y 7.5771 . 1.913 .5 .744 85 C3.... 27 .31 M56 I6CSEI6 .043 0 .029 0 y 7.58313.24 .506 1.9132.5. .752 .85 C3.... 28 .1 31 M57 6CSEI6 .022 . 0 v 7.574113.241.506 1 1.913 .5. .419 5 23.... - Member AA ADMI-05: ASD - Building Aluminum Code Checks I f' Qh I If' TA.. I Ck I ...1`+1 .rI,i1 +ri.,;1 ri...i ..,rI,11 -,rI...;1 ('1. 1'..... I M14 W.R.0621.053 10 1 .000 _.. y 12.985 9.697 7.975 8.647 5.53 5.599 1' .1 ._L i- M15 3x2.5x.06A .099 10. .000 _Q v 1 2.985 9.697 7.975 8.647 5.53 5.599 .1.. A. 3 3 M16 3x2.5x.06 .137 10 .000 _.0.v 1 2.985 9.697 7.975 8.647 5.53 5.599 1.66 . .6 .6 '•1.13 4 3 M17 3x2.5x.06IfT060 10. .000 _Q... y 12.985 9.697 7.975 8.647 5.53 5.599 1.66 .6 .6 .I1 5 3 M18 .099 10. .000 _Q..... 2.985 9.697 7.975 8.647 5.53 5.599 1 .1. _L M19 xj. .125 j. .000 _... z 2.985 9.697 7.975 8.647 5.53 5.599 . .6 .6 .1.1- 7 3 M20 x2.5x. .315 10 .004 0 z 2.985 9.697 7.975 8.647 5.53 5.599 . .6 .6 .1.1- .8. 3 M21 .437 10 .003 0 z 2.985 9.697 7.975 8.647 5.53 5.5991.661 .6 .... 9 3 M22 x2.5x.062 .215 10 .003 0 z 2.985 9.697 7.975 8.647 5.53 5.599 .66 .6 .6 .1.1- 10 M23 06 .261 j, .003 _Q.. 2.985 9.697 7.975 8.647 5.53 5.5991.66 A. .1 11 3 M24 x2.5x. 2 .411 0 .013 0 z 2.985 9.697 7.975 8.647 5.53 5.599 .27 .2 .6 .1.1- 1. M25. .385 ...1Q. .003 _.Q. 2.985 9.697 7.975 8.647 5.53 5.599 . 66 .6 A. .1 13 3 M26 x2.5x.06 .362 10 .003 0 z 2.985 9.697 7.975 8.647 5.53 5.599 . 66 .6 .6 .1.1-1 IL M27 .122 10 .000 _0_. y 2.985 9.697 7.975 8.647 5.53 5.5991.667 6 IL M28 '5. .101 jQ. .000 ....Q y 2.985 9.697 7.975 8.647 5.53 5.599 .i 1. .6 .1-1- 16 3 'çx.0 .054 _10 .000 _L y 2.985 9.697 7.975 8.647 5.53 5.599 1.66 j IL 3 M30 3x2.5x.062 .130 _1 .000 0 v 12.985 9.697 17.975 8.647 5.53 5.599 166 .6 A. .1-1 - 18 3 M31 3x2.5x.062 .102 _IQ. .000 0 y 2.985 9.697 7.975 8.647 5.53 5.599 .1. .1. ..i .1.1- 19 3 M32 l3x2.5x.062 .050 _1Q1 .000 ..Q.. 2.985 9.697 7.975 8.647 5.53 5.599 1.667 .1. A. Lil 20 3 33 349 2 .404 _10 . .003 Q z 2.985 9.697 7.975 8.647 5.53 5.599 1.66 .6 A. .1-1-1 21 3 M34 13x2.5x.0621 .321 10 1 .003 0 z 2.985 9.697 7.975 8.647 L5.53 5.599 1.66 .6 A. W ..2. 3 M35 x2.5x.062 .271 j.Q. .003 ...Q z 2.985 9.697 7.9751-8.-6 5.53 5.599 1.66 .6 A. Lii- RISA-3D Version 12.0.0 [C:\RISA\Avanced Biologics Carlsbad CA.r3d] Page 19 1#ll li-MBP- O/ OFFICE USE ONLY UPFP#r)O!gg?) I SAN DIEGO REGIONAL HV#__________ I OCC HAZARDOUS MATERIALS QUESTIONNAIRE BP DATE I I A1VAf4C'ED BIOLOGICS JES'SE'ADTAWAG 272-0267 X 704 I 182-04-00 L Zip Code I Plan The following questions represent the facility's activities, NOT the speETflsiect description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANC4Y CLASSIFICATION: Indicate by circling the ibm, whether your business will use, process, or store any of the following hazardous materials. If any of the it ms gre, cjrci , a p11 nj qjiçontact the re Pjgtection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed proj Ct): (a-f 4 t*jancy Ratlng 1 Explosive or Blasting Agents 5. Organic Peroxides 9. ater Reactives 13. Corriv4s Compressed Gases S. Oxidizers 10. ryogenics th Is Hazards FlarflmablelCombustible Liquids 7. Pyrophoncs it. ighly Toxic oOH P' 5 of ese. Flammable Solids S. Unstable Reactives 12. adjoactives COPJF&_ PART It: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - __A ) MAtlAtS-DlVIStONlIIMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave.. Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. Pending Permit Approvals FEES ARE REQUIRED. Project Completion Date: ...j....j.....i I L4 Expected Date of occupancy: Oi%i) 0 CaIARP Exempt YES NO Pending Permit Approvals (for new construction or remodeling projects) Date Initials W-411 0 Is your business listed on the reverse side of this form? (check all that apply). -V Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CaiARP Required Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds I 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials 4. 0 X Will your business use an existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CaiARP)? 0 CalARP Complete 0 X Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Date Initials 0 Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to a ni a s or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART Iii: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: if the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at htto:I!www.sdaocd.orolinfo/factsloermits.odf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 0 0 (ANSWER ONLY IF QUESTION I IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at hfto:/I.cde.ca.00vIrelsdI for public and private schools or contact the appropriate school district). 0 Has a survey been performed to determine the presence of Asbestos Containing Materials? X Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 0 X Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: J Briefly describe proposed project: Product packaged in sealed trays & boxes, sterilized and lincesed Build a Class 10,000 Clean-room sterilizer then shle to customer. I declare under penalty of pequry that to the best of my knowledge and belief 2p7espons ppereln true and correct. Amit Govil _____________________________ _______________ 08 / 12 /2014 Name of Owner or Authorized Agent Signe of Ownfir or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: - -- - FOR OFFICIAL USE ONLY: DATE: BY: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR occuacv RELEASED FOR occup*cv APCD . COUNTY-HMD APCD COUNTY-HMO APCD I . Co, 10/ REViEWED ge e, i I g! c' Datel1fl itti S.1, SIGNATURE y %O/01. lu ATE I of A stamp-1v[& exempts businesses from completing or updating a Hazardous materials business Plan. Other permitting requirements may still apply. HM-9171 (02/I1) Cdunty of San Diego- DEH - Hazardous Materials Division ENCINA INDUSTRIAL WASTEWATER DISCHARGE PERMIT WAMWER , SCREENING SURVEY Date 3 /" '1 Business Name 14btt4ICe-7) &10 1-o 6-1 ' Street Address aRSLeO ,2 7 ~7. 4-,is Jb.S 4 4g,7'8 Email PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) E Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining! Milling Painting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment / Storage SIC Code(s) (if known): Brief description of bsiness activities (Production/ Manufacturing Operations):______________ I ,/4 ,,( 74-pf'/S ,'N ,4 )4 VivtOtr Description of operations generating wastewater (discharged to sewer, hauled or evaporatE 1cJ O'k U1* ic Ivi Estimated volUme of industrial wastewater to be discharged (gal I day): At t.4 List hazardous wastes generated (type/ volume): ,if Date operation began/br will begin at this location: & C-7 9t9' Have you ap for a Wastewater Discharge Permit from the Ericina Wastewater Authority? Yes No If yes, when: Site Contact Title Phone Signature STEW RITY, 6200 Avenida E No. ENCINA WA ncinas ___c?v.c 3 Carlsbad, cd 920 41 (760) 438-3941 (760) 476-9852 CB142005 2800 ROOSEVELT ST ADVANCED BIOLOGICS: 675 SF Final Inspection required by: OPlan JCM&I El Fire U I SW UISSUED I Cl Approved Date / By BUILDING b/guy 29 PLANNING j 11-f f, (4 ENGINEERING 97 7/ft..f j.... FIRE Eqedite?() N DIGITAL FILES Required? Y N HazMat APCD Health Forms/Fees Sent Recd Due? By Encina V N Fire ___________ I4fI HazHealthAPCD 373 fiy PE&M Y School Y N Sewer V N Stormwater V N Special 1n5p&tlOfl V N LandUse: CFD: V N Density: ImpArea: FY: Annex: Factor: PFF: V N Comments Date Date Date Date Building IlaL'/sf. Planning Engineering Fire Need? 0 Done 0 Done /i/iq- 7 P(q, Li ,tE cG12 ai//ci cv4 81/' / I! / et,-' L &7L E-r'— /O/- & afser)tu/& T-I F IOJ(LLH a& —J ri