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2280 FARADAY AVE; TI; CB162084; Permit
'/ -. City of Carlsbad 09-09-2016 1635.Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB162084 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 2280 FARADAY AV CBAD Tl Sub Type: INOUST Lot#: 0 Construction Type: 38 Reference# Status: ISSUED Applied: 05/26/2016 Entered By: RMA Parcel No: Valuation: Occupancy Group: 2120614500 $500,000.00 Plan Approved: 09/09/2016 Issued: 09/09/2016 Inspect Area Plan Check #: , Project Title: IONIS PHARMACEUTICALS-RENOVATE 7600 SF OF EXISTING STORAGE/LAB AREA TO HOUSE RESEARCH LABORATORY & OFFICE SPACE. ADD NEW 300 SF CHEMICAL STORAGE ROOM @ REAR OF BUILDING. ADD 2 SHOWERS IN EXERCISE ROOM, RELOCATE EXTERIOR DOOR Applicant: KRISTEN WINDMILLER STE 500 701 EMERSON RD ST LOUIS MO 63141 314 997-1515 Building Permit Add'! Building Permit F.ee ·Plan C.heck Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BT0#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'! Pbt. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $2,046.06 $0.00 $1,432.24 $0.00 $0.00 $140.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0;00 $0.00 $0.00 $20.00 $1,350.00 Total Fees: $5,655.68 Total Payr:r,ents To Date: FINAL Ownen Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $5,655.68 Balance Due: $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $144.00 $332.00 $191.38 $0.00 $0,00 $0.00 $0,00 ?? ?? $5,655.68 $0.00 Inspector: Date: ~4-C~UJC..JiiC-1.-t Clearance: ------ NCJTlCE: Rease ta<e NCJTlCE that~ r:f y0.r ptject irdLreS the "lni:n,itiai' r:f fees, c:roc:atia,s, reservatia,s, or ctrer exa:iia,s hereafter rolectively referm::l to as "fees/exa1ia,s." You have 00 deys franthe date tlis r,emit W:£. issued to pretest irrµ)Sitia, d th3se fees/exa:iia,s. If yUJ rro(est them yUJ rrust fdlcmtre rrotest µ-cx:ed.res set fath in G:Nerrrrm Om Sectia, oo:>al(a), ITT:l file tre µctest ~ cfl/ ctrer req.ired inforrratia, wth the Qty~ fa- pro:issirg in~ wth Caisl:a:l M.ridp:i Om Sectia, 3.32.030. Fali..reto tirrely fdlcmthat poo:rl.re wll oora,y sutmµ:nt legal aiia, to attock, reMew, set aside, vdd, cr an.Hreir irrµ)Sitim You a-e hlrelJy FlRll-ER NCJTlFIED that y0..r tig,t to rro(est the spsdfia:f fees/exa::tia,s OCES f\PJ" JIPFL Y to wa.er ITT:l reNar-a:mectia, fees ard ~ty cra,ges, ncr plaTirg, :iairg, ga:irg or cther sirrila-wicatia, pro:issirg er service f~ in ctmedimwth tlis ptject. I\CR OCES IT J1PFL Y to ITT/ fees/exa:iia,sd'wich have ·ous1 ooen · aNCJTlCEsirrila-totlis cr towichthestatuter:flirritatia,shas ·ous1 ctherwse "red THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING OEN GI NEERING 0BUILDING 0FIRE DHEALTH 0HAZMAT/APCD } {btyof Building Permit Application Plan Check No. /J1f / i tJKL/ 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value t;tJJ/9, I) P:. "-, Carlsbad Ph: 760-602-2719 Fax: 760-602·8558 -,,. email: building@carlsbadca.gov Ii Plan Ck. Dep_psit www.carlsbadca.gov ~ Date/if ll, JJ 1 ISWPPP JOB ADDRESS 2280 Faraday Ave, Carlsba~, CA 92008 _SUnEI/SPACEI/UNIT# V rPN 212 -06.1 -33 - CT/PROJECT# ILOT# IPHAS!a# rOFUNITS 1 # BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP lonis Pharmaceuticals 111B Mixed D~CRIPTION OF WORK: Include Square Feet of Affected Area(s) . J. rn.•: . .-~ !/ ~/'f/7 · shc;,wers in the exercis~ room and a. ew chemical storage room at t~e rear of the building One exterior door is being relocated. Renovation of approximately 7600 sq ft. tlstlng.-space to house research l;lboratory 'd supporting office space. AddHion of two . JcoltJ. ' EXISTIN~ USE I PROPOSED USE GARAGE (SF) PATIOS (SF)· I DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS B, S~1, H-3/H-4 B, S-1, H-3/H-4 0 . 0 . 0 YESO. NofZJ YES [!]No D YEs[!] NoO , .-,. - APPLICANT NAME . PROPERlY OWNER NAME J. Primary COfitact "I .. ionis Pharmaceuticals Inc BMR -Gazelle LP \j .... 2855 Gazelle Ct ADDRESS 17190 Bernardo Center Dr .. CITY Carlsbad STATE ZIP 920ic0 CITY STATE ZIP Ca S~nDieao Ca 92128 -.. PHONE 7 60-931 ~9200 IFAX PHONE !FAX -.. 858-485-9840 EMAIL wsanders@_ionisph.com EMAIL " ---Shelby.dolan@biomedrealty.com . -. ' DESIGN PROFESSIONAL CONTRACTOR BUS. NAME . . Kristen Windmille.r BN· Builders ADDRESS ADDRESS 701 _Em~rso_n Rd, Suite soo --· ... 9~55 Towne Centre Drive, Suite 800 CITY STATE ZIP CITY STATE ZIP ~ .S.t. Louis MQ 5a141 San DiegQ CA 92121 .. •· PHONE IFAX PHONE IFAX 314-997-1515 314.997.:51,17 8S8~5s8~9.'133 858-550-9560 EMAIL EMAIL Kristen. Windmiller@crbu~a.c;om -. alec.pesant@bnbuilder,.c;om . 1 STATE UC. 30468 STATELIC.# 'CLASS B lc',atf3Lf3, ·---7991~1 (Sjlc. 7031,5 B_uslnei;s and Profe5!ilons Cpde: Any City or C<!unty which requires a l)llrmlt to construct, alter, l_mprove, qemollsh or.repair any structure, P.rlor t!) Its Issuance, also rei:i\Jl[es the applicant for such permit to file a signed statement tliat he 1s licensed pursuanno the provisions of the Contractor's License Law !Chapter 9, commend mg with Section 7000 of D1v1s1on 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 pen_alty of not more than five hundred dollars ($5001). . . Workers' Compensation Dtclaratlon: / hereby affirm under penalty of peljury one of the following declarations: D I have and will maintain a certificate of con11nt to self.Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit Is Issued. 0 I have and will maintain workers' cOfl!l)tnsatlon, as required by Section 3700 of the Labor Cod!l, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Grnl!Wlch Insurance COf!lpany Policy No. CWG740~11903 Expiration Date 091011201& This section need not be completed if the permit Is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I.certify that in the perfonnance 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 shail subject an employer to criminal penalties and clvll fines up to one hundred thousand dollars (&100,000), In addiUon to the cost of compensation, damages 11 provided for In Section 3706 of the Labor code, lnteres.t and attorney's fees. n c; slgMclbyAlocP,sai,t _a5 CONTRACTOR SIGNATURE 0AGENT DATE ''{', ''· I hereby affirm that I am exempt froni Contractor's License Law for the following reason: D' I, as owner of the property or'my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors 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 cill)lpletion, the owner-builder will have the burden of proving.that he did not build or improve for the purpose of sale). D D I, as owner of the property, am exclusively contracting with licensed contractors to consln!ct the project (Sec. 7044, Business and Professions Code: The Contractors 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 Contractors License Law). I am exempt under Section __ ~-'Business ~nd Professions Code for this reason: U personally plan to provide the major labor arid materials for construction of the proposed property improvement. QYes 0No 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (Include name address / phone / contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone / contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work in\flcated (include name / address / phone / type of work): _a5 PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk ma_nagement and prevention program under Sections 25505, 25533 or 25534 of the ::!If Presley-Tanner Hazardous Substance Account Act? Yes .. No 1 '(Is the applicant or future building occupant required to obtain a permit from the air pollution control qistrlct or air q~ality management district? Yes No Is the facility to QB constructed within 1,000 feet of the outer boundary of a school site? , . Ye~ .. -_No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOfBE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OFTHE OFFICE OF EMERGENCY'S!:RVICES AND-THE AIR POLLUTION CONTROL DISTRICT. . I hereby affirm that there is a construction lending agency for the performance of the work this permitis issued (Sec. 3097 (i) Civil Code). Lender's Name · NI A Lender's Address I certify that I have read the application and state that the above Information Is conectand that the Information on the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Garfsbad lo enter upon the above mentioned property for inspection pulJlOS8S. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by imitation and become nun ahd void if the building or work authorized by such permit is not commenced v.ithin 180 days fi'om \he date of such permit or if the buiding or work authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). A$ APPLICANT'S SIGNATURE ~uJ'V'-'"--"'---" DATE °{ I '\ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY /Commcrcral Pro1ccts 0 n IV I Fax (760) 602-8560, Email building@carlsbadca.gov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. I CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS .. CITY STATE ZIP CITY STATE ZIP Carlsbad CA ----PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. -----.. -. -- DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAILTO:, CONTACT (Listed above) OCCUPANT (Listed above) ASSOC!ATED CB# CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION ----- ~ APPLICANT'S SIGNATURE DATE ' ' .. ,··,'. < ;" ~ ... .::.-.,cn::::,u,cv.r ~~ _' : ', , '-! :, Permit Type: BLpG-Commereial Application Date: 05/26/2016 Owner: Work Class: Tenant Improvement Issue Date: 09/09/2016 Subdivision: Status: Closed -Fina!ed Expiration Date: 09/18/2017 Address: 2280 Faraday Av Carlsbad, CA 92008 IVR Number: . 714795 $cheduled Actual Date Start Date Inspection Type Inspection No. Inspection.Status Primary Inspector Reinspection 11/08/2016 11/08/2016 BLDG-11 000247-2016 Bartial.P~ss Andy Krogh Reinspe·ction Foundation/Ftg/Pier s (Rebar) Checkli.st lten:i COMMENT$. Passed BLDG-Builaing Deficiency Masonry pre grout w/ special inspection . Yes BLDG-14 000241-2016 Partial Pass Andy Krogh Reinspection Frame/Steel/Bolting/ Welding (Decks) ChecklistJtem COMMENJ:S Passed BLDG-Building Deficiency S-131 partial a-c roof reinforcements Yes 11/17/2016 11117/2016-BLDG-14 001604-2016 Passed Andy Krogh Frame/Steel/Bolting/ Welding (Decks) Checklist ltel'!1 COMMENT.S Passed BLDG~B,uilding Deficiency 5-C hardware completed Yes 12/06/2016 12/06/2016 BLDG-14 004228-2016 Pass·ed Andy·Krogh Frame/Steel/Bolting/ Welding·(Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency H-3 shed ok to pour roof and floor Yes 12/07/2016 12/07/2016 BLDG-14 904466-2016 Passed Andy'Krogh Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMEIIJTS Passed BLDG-Building Deficiency All internal framing complete, H-3 shed Yes cover to be completed BLDG-17 Interior 004465-2016 Fiiiled Andy Krogh Reinspection Lath/Drywall C_heckli.st Item COMIVJENTS Passed BLDG-Builqing Deficiency Not'ready No 12/09/2016 12/09/2016 BLDG-24 004857-2016 Passed Andy Krogh Rough/Topout 12/15/2016 12/15/2016 BLDG-34 Rough 005627-2016 Partial Pass Andy Krogh Reinspection Electrical Ch!=)ckl.ist. Item COMMEfliTS Passed BLDG-Building Deficiency Exterior walls ok. Interior walls to have No medical gases completed ·and reinspected. 12/27/2016 12/27/2016 BLDG-24 007104-2016 Partial Pass Andy Krogh Reinspection Rough/Topout April 27, 2017 Complete Incomplete Incomplete Complete Complete Complete Complete Complete Incomplete Incomplete Page 1 of 5 .J Permit Type: BLDG-Commercial Tenant Improvement Closed -Finaled Application Date: 05/26/2016 Owner: Work Class: Issue Date: 09/09/2016 Subdivision: Status: Expiration Date: 09/18/2017 Address: IVR Number:~ 714795 Actual Scheduled bate Start Date Inspection Type '\ Inspection No. Inspection Status Primary Inspector 12/28/2016 12/28/2016 01/04/2017 Q1/04/2017 01/10/2017 01/10/2017 01/11/2017 01/11/2017 01/26/2017 01/26/2017 02/01/2017 02/01/2017 02/08/2017 02/08/2017 April 27, 2017 Checklist Item BLDG-Build_ing Deficiency BLDG-24 Rough/Topout ·007253-2016 Checklist Item BLDG-Building Deficiency BLDG-17 Interior Lath/Drywall 008096-2017 Checklist Item BLDG-Building Deficiency BLDG-23 Gas/Test/Repairs 009050-2017 Checklis~ Item BLDG-Building Deficiency BLDG-23 Gas/Test/Repairs 009521-2017 Checklist Item BLDG-Building Deficiency, BLDG-17 Interior Lath/Drywall 011301-2017 Chec_klist. Item BLDG-Building· Deficiency BLDG-23 Gas/Test/Repairs 011549-2017 Checklist Item BLDG-Building Deficiency BLDG-17 Interior Lath/Drywall BLDG-24 Rough/Topout BLDG-85 T-Bar, Ceiling·Grids, Overhead 012178-2017 012026-2017 012957-2017 _COMMENTS_ Start 24hour gas-test nitrogen Passed Andy Krogh ~OMMENT(:,. Finish 24hour gas test nitrogen Partial Pass Andy Krogh .GOIVIMENTS See shel?t on site for unfinished areas Partial Pass Andy Krogh CQh/lME~TS 24 hour medium pressure gas test on natural gas line Passed Andy Krogh <;:OMMENTS 24 hour medium pressure gas test on natural gas line final Partial Pass Andy Krogh COMMENJS All but shower areas Partial Pass Andy·Krogh C.QMMEl')ITS. Low pressure at new continuous water heater Passed Andy Krogh Passed Andy Krogh Partial Pass Andy Krogh 2280 Faraday Av Carlsbad, CA 92008 Reinspection Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed No Reinspection Incomplete Passed Yes Complete Passed Yes Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Complete Complete Reinspection Incomplete Page 2 of 5 j". J •'t '-:.,' •• . <'l. .'- Permit Type: BLDG-Commercial Application Date: 05/26/2016 Owner: Work Class: Tenant Improvement-Issue Date: 09/09/2016 Subdivision: Status: Closed-Finaled Expiration Date: 09/18/2017 Address: IVRNumber: 714795 Scheduled [)ate Actual Start Date Inspection' Type Inspection No. 02/09/2017 02/09/20,17 03/09/2017 03/09/2017 03/10/2017 03/.10/20.17 03/13/2017 03/13/2017 03/15/2017 03/15/20f7 03/20/2017 03/20/2017 April 27, 2017 Checklist Item .. BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical Bl'..DG-44 Rough-Ducts-Dampers, BLD~-44 Rough/Ducts/Darnpe rs 013152-2017 CheckJist Item .. BLDG-Building Deficiency BLDG-21 Underground/Underf loor Plumbing 015943-2017 Checklist Item , BLDG-Building Deficiency BLDG-34 Rough Electrical 016118-2017 Chec~Jist Item BLDG-Building Deficiency BLDG-2'2 Sewer/Water Service 016235-2017 ~hecklist Item BLDG-Building Deficiency BLDG-85 T-Bar, Ceiling Grids, Overhead 016525-2017 Checklist Item BLOG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-85 T-Bar, Ceiling,Grids, Overhead 016978-2017 Inspection Status Primary Inspector COMMENJ"S Q\,lestions on inspectic:m ,Failed Andy Krogh _COMMENTS Not ready Partial Pass Andy Krogh COMMEIIITS Partial 1/Wline Partial Pass Andy Krogh C.QMMENTS Interior overhead, roof.mechanical electrical, chiller feed, panel Lok.to energize Failed Andy Krogh COMMENTS Wrong permit called.in Passed Andy Krogh COMMENTS Ok to drop tile with fire approval Failed Andy Krogh 2280 Faraday Av Carlsbad, CA 92008 Reinspection Passed Yes No No No No Reinspection Passed No Reinspection Yes Reinspection Passed Yes Reinspection Passed No Passed Yes Yes Yes Yes Yes Reinspection Complete Complete Incomplete Incomplete Complete Complete Complete Page 3 of 5 Permit Type: BLDG-Commercial Application Date: 05/26/2016 Owner: Work Class: Tenant Improvement Issue Date: 09/09/2016 Subdivision: Status: Closed -i=inaled Expiration Date: 09/18/2017 Address: IVR Number: 714795 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 03/23/2017 03/23/2017 03/29/2017 03/29/2017 04/17/2017 04/17/2017 04/21/2017 04/21/2017 April 27, 2017 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-Final 017520-2017 Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Final 018073-2017 Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLD'G-Fire Final 016527°20f7 BLDG-Final, lnsp·ection Checklist Item FIRE-Building Firial 020832-2017 COMMENTS Wrong permit called in S/B cb162865 Partial'Pass Andy Krogh COMMENTS 'Prefinal to 1:liscuss temp occupancy of office space Partial Pass Andy Krogh COMMENTS Office areas ok·to occupy with fire signed off Office areas ok to occupy with fire signed off Office areas ok to occupy with fire signed off Office areas ok to occupy with fire signed off Office areas ok to occupy with fire signed off Passed Dominic Fieri C9MMENJ.J:, Sliding doors in office needs to be reviewed arid approved by the building department. Doors all installed at time of fire inspection. Current hardware does not match the plans. Failed Andy ~rogh 2280 Faraday Av Carlsbad, CA 92008 Reinspection Complete Passed No No No No No Reinspection Incomplete Passed Yes No No No No Reinspection Incomplete Pas.sed Yes Yes Yes Yes Yes Complete Passed Yes Reinspection Complete Page 4 of 5 Permit Type: BLDG-Commercial Application Date: 05/26/2016 Owner: Work Class: Tenant Improvement Issue Date: 09/09/2016 Subdivision: Status: Closed -Finaled Expiration Date: 09/18/2017 Address: 2280 Faraday Av Carlsbad, CA 92008 IVR Number: 714795 Scheduled Actual Inspection Type bate Start Date Inspection No. Inspection Statt,is Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Plumbing Final Office areas ok to occupy with fire signed Yes off BLDG-Mecnanical Final Office areas ok to occupy with fire signed Yes off BLDG-Structural Final Office areas ok to occ1,1py with fire signed Yes off BLDG-Electrical Final Office areas ok to occupy with fire signed Yes off BLDG-Building Deficiency Office areas ok to occupy with fire signed Yes off 04/25/2017 04/25/2017 BLDG-Final 021012-2017 Partial Pass Andy Krogh Reinspection Incomplete lnspectfon ChecklisJ Item COMMENTS Passed BLDG-Building Deficiency Prewalk No BLDG-Plumbing Final Office areas ok to occupy with fire signed Yes off BLDG-Mechanical Final Office areas ok to occupy with fire signed Yes off BLDG-Structural Final Office areas ok to occupy with fire signed· Yes off BLDG-Electrical'Final Office areas ok to-occupy with fire signed Yes off BLDG-Building Deficiency Office-areas ok to occupy with fire signed Yes off 04/27/2'017 04/27/2017 BLDG-Final 021370-2017 ·Passed Andy Krogh Complete Inspection Checklist ltem CPMME;N,:s Pas_sed BLDG-Plumbing Final Yes BLDG-Mec;hanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes April 27,.2017 Page 5 of 5 Inspection List Permit#: CB162084 Type:. Tl Date Inspection Item. ~---- 10/24/2016 11 Ftg/Foundation/Piers 10/18/2016 21 Underground/Under Floor Tuesday, May 02, 2017 INDUST Inspector Act AEK AP AEK PA IONIS PHARMACEUTICALS-RENOVATE 7600 SF OF EXISTING STORAGE/LAB AR Comments 4PC COLUMN FTGS II H3 SHED FTG 3PC SINK RISERS Page 1 of 1 . . Re·coRo·c_opv·,: ·0811.2084 228:0JFAffitDAYWV > IONIS·PHA._RMA'CEU~OVATE . 7/i0-944-8463 ... ,, ' ' ,, ~-. ' .CM~'.JEi,gloc:~rfng-lrispectionsJ Fire i>r~~rition .. · 76~Qt-4660 .~e 6 7600 $F OF !=XISTING STORAGE/LA~REA TO HOUSE RESEARCH LABORATORY & OFFICE S1>AGE. ADD NEW 300 SF CHEMICAL STORAGE ROOM @ REAR OF BUILDING. ADD 2 SHOWER$ IN EXERCISE ROOM, RELOGATE EXTERIOR DOOR Tl . fNDLJST Lot#: KRISTEN WINDMILLER :.. Allciw'AS-hburs · :ryp~',9f ~~sp,ftJon _ CODI? II BUILDING .~\iii}' l_~sp~,t;,r _ : . -_Dat~L. _ Jnspec:tc;,f ~# :FilU.~QATii>f. ·_. .· ~;_:-: . ll---,-..-'-'-"-'"--+--i'-"--"---'--'-~ #itf c;J'.Ei~~ipp_ijo$Qli'O!J~P.-tj~~1f_ ~--= ·: . . (-"~ .. tdAS~~RtP,~~,our: _· . , . < -'/#~ '.O-~i.E~l~SERV!CE t;l;t£MPORAAY: ' . "-J.D:GROtrr DWALLPRAIN~ _ _ ':ti35 'JIQTOVO_LTAIC · ~~ S.OlARWATE~ .-· coC1a::t STORMWATER ..... ' ._-. Jo~iow UP,·IN$~J¢UO~ . " ' ,' ' .tiQTIPhO ~twr. '· . ' • #~10 VER!JAlW~RNiNG_-~--- . -:1 COOi?" MECHANICAL coos:" COMBO INSPECTION · .·: -#ila' ROOF.SQEAJJN~; q[_SH~R (13,1!i). __ " . ~ . · · :i~to EX1J8liu1sil!N~ SYST.E~1Ro1,113n,iN _ / ;j;~[o·:nr1ii'G S)'SjEM tlV~ROSTATJC .TEST·. . . ·sEE'.BACK FOR'SP.E;CIAL NOTES ( GNFELDER ~ Bright People. Right Solutions. Daily Field Report Project Name IONIS Date -----------------~---------------12-05-16 Project No. 20172491.001A Bldg. Permit No. _c_B_1_s2_o_a_4 ____________ _ DFR/Report No. 4 ------ Project Address 2280 Faraday Ave. Carlsbad, CA 92008 Time Arrived 1300 Client IONIS Pharmaceutical Contractor B N Builders Time Departed 1500 -------------------------- Equipment Observed Adhesive dispensing tool, cube mold, paddle mixer Weather Cleari warm Travel Time Mileage 52 --------- Reviewed By __________ Date Reviewed _________________ _ Tvoes of Tests/Observations D AC Pavements D Fabrication Plant 0 Masonry [!] Sample Pickup D Other D Anchor Bolts D Fireproofing D Metal Decking D Soil/ Aggregate D Batch Plant D Foundations D Pre-PostTension D Steel Erection D Concrete ·o HSBolting [!I Reinforcing Steel D Weld_ing Documents Referenced: Work is being performed per approved Specifications, c·ontract Drawings, S-001, S-111, typical details/S-501, S-502 ~ Observations/Remarks: { Final periodic inspection of H-3 Shed SOG and SOMO Reinforcing steel placement. P/U deliver to lab NS Grout samples. ( Verified·use-of ASTM A706, so ·grade reinforcing steel-placed in substantial conformance with approved drawings. Areas free of debri. SOG #4 at 18" O.C. Each way, securely tied and supported mid lllab. Added reinforcing at Trench placed per detail 11 /S-501. SOMO #3 bar at 18" O:C. Each way, securely tied. #3 dowels 18" long welded to perimeter closure plate at 18" O.C., with continuous #4 bar placed per detail 13/S-502. • Report items comply D Report items do not comply D ·A.cknowledged by Bruce Clegg --,---~-~----------~-- Rep resenting B N Builders -~--=-::;-==----~ -----= MAT-10 REV5/08 Page: 1/2 Kleinfelder Represent Kevin Tinsley RECEIVED DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION In Progress / Not complete Signature Kleinfelder Representative Print Name ~ { KLEINFELDER ( Bright People. Right Solutions. -~ PROJECT: IONIS CLIENT NAME: IONIS Pharmaceuticals CONTRACTOR: B N Builders ADDRESS: 2280 Faraday Carlsbad, CA ! -,' ·-:. ~ ...,,. -,-.,.,,,,__ ~ -. Project#: 20112491 Bldg. Permit#: cs1s2oa4 Date of Report: 12-os-1s , Certification of ~pl_ia~; _ I w:,rk, unfess otherwise noted, complies with-the. approved · • ' ' • ·-'t • ' 'l, '.~ ~ ·~· ' ·-,. • -... ' " • ' , • • Kevin Tinsley CERTIFICATION NO: ICC #8026522 Cc: Architect, Structural Engineer & Project Inspector. DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION Page 2 of 2 ( ( Project Name Project No. Project Adf:iress Client Equipment Observed Ion is, 2280 Faraday, Carlsbad GA 20172491 lonis Contractor BNB ~/a Weather n/a ---------------'------~--------- Reviewed By Types ofTests/,Observations 0 AC Pavements O Fabrication Plant 0 Anchor Bolts O Fireproofing D Batch Plant 0 Concrete 0 Foundations 0 HSBolting Date Reviewed Ci Masonry D Metal Decking 0 Pre-Post Tension D Reinforcing Steel 0 Sample Pickup 0 Soil / Aggregates 0 Steel Erection ~ Welding 0 Other Documents Referenced S-001, S-lil, S-131, S-501, S-502, E-1, E-~, sheet 7, AISC, AWS D1.1 Observations/ Remarks Page Date DFR/Report No. Time Arrived Time Departed Travel Time Mileage ( Periodic welding inspection for erection and structural welding above CMU wall Grid 4-5 at <A Tack welds are being produced per S131, and 17-19 on S-502. 1 of 1 2016-11-14 n/a 1000 1400 n/a n/a 4 hours Tack welds are being produced by certified welders Christopher Saldivar and Herlinda Torres using Lincoln 232 and approved WPS-09~001-232 and WPS-09-021-232. Monitored voltage and amperage with a calibrated meter for compliance with the welding procedures. Work is in progress RECEIVED DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION The Work 1:8:1 was D was not inspected in accordance with the requirements of the approved documents. The Work inspected 1:8:1 met D did not meet the requirements of the approved documents .. Material sampling D was D was not 1:8:1 N/A performed in accordance with the approved documents. Acknowledged by Representing Erik Reed CW! 14010561, ACI 1360478, ICC 8256285, NITC 12017702, SD 1240 Kleinfelder Representative PrintName I Certificate Number Kleinfelder Representative Signature 5015 Shoreham Place, San Diego, California 92122 Phone: (858) 320-2000 Project Name Project No. Project Address lonis, 2280 Faraday, Carlsbad CA 20172491 lonis Client --~--------,--..c..--~--Contractor n/a Equipment Observed BNB Weather n/a -,----------'--~---'-,~---------'------ Reviewed·By Types ofTests/Observations D AC Pavements D Anchor Bolts D Batch Plant D Concrete D Fabrication Plant D Fireproqfing D Foundations D HS Bolting Date Reviewed D Masonry D Sample Pickup D Other D Metal Decking D Soil / Aggregates D Pre-Post Tension D Steel Erection D Reinforcing Steel 181 Welding Page Date DFR/Report No. Time Arrived nme Departed TravelTime Mileage Documents Referenced S-001, S-111, S-1~1, S-501, S-502, E-1, E-2, sheet 7, AISC, AWS D1.1, ESR-1917 Observations/ Remarks ( Periodic welding inspection for erection and structural-welding above CMU wall Grid 4-5 at <A Tack welds are being produced per S131, and 17-19 on S-502. Wedge anchors are being installed per 11 and 12 on S-502 and ESR-1917. 1 of 1 2016-11-15 n/a 0600 1000 n/a n/a 4 hours Tack welds are being produced by certified welders Christopher Saldivar and Herlinda Torres using Lincoln 232 and approved WPS-09-001-232 and WPS-09-021-232. Mqnitored voltage and amperage with a calibrated meter for compliance with the welding procedures. Work is in progress. RECEIVED DEC 0.6 2016 CITY OF CARLSBAD The Work 181 was D was not inspected in accordance with the requirements of the approved documents. The Work inspected 181 met D did not meet the requirements of tlie approved documents. Material sampling D was D was not 181 NIA performed in accordance with the approved documents. Acknowledged by Representing Erik Reed CWI 14010561, ACI 1360478, ICC 8256285, NITC 12017702, SD 1240 Kleinfelder Representative Pririt Name I Certificate Number Kleinfelder Representative Signature 5015 Shoreham Place, San Diego, California 92122 Phone: (858) 320-2000 Project Name Project-No. Project Address lonis, 2280 F-araday, Carlsbad CA 20172491 Client -------~l_o_n_is ______ _ Contractor Equipment Observed n/a BNB Weather -~------------n--'/_a _____________ _ Reviewed By Types ofTests/Observations D AC Pavements 0 Anchor Bolts [] Batch Plant 0 Concrete D Fabrication Plant 0 Fireproofing D Foundations D HS Bolting Date Reviewed D Masonry [] Sample Pickup D Other 0 Metal Decking 0 Soil / Aggregates D Pre-Post Tension D Steel Erection D Reinforcing Steel 181 Welding Page Date DFR/Report No. nme Arrived nme Departed Travel Time Mileage Documents Referenced _ S-001, S-111, S-131, S-501, S-502, E-1, E-2, sheet 7, AISC, AWS D1.1, ESR-1917 Observations/ Remarks_ ( Periodic welding inspection for erection and structural welding above CMU wall Grid 4-5 at <A Welds are being produced per S131, and 17-19 on S-502. Wedge anchors are being installed per 11 and 12 on S-502 and ESR-1917. 1 of 1 2016-11-16 n/a 1000 1400 n/a n/a 4 hours 1/4" fillet and flared bevel welds are being produced by certified welders Erich Ramsen and Brandon Devey usrng Lincoln 232 and approved WPS~09-001-232 and WPS-09-021-232. Monitored voltage and amperage with a calibrated meter for compliance with the welding procedures. ( Work is in progress. RECEIVED DEC 0.6 2016 CITY OF CARLSBAD BUILDING DIVISION The Work 181 was D was not inspected in accordance with the requirements of the approved documents. The Work inspected 181 met D did not meet the requirements of the approved documents. Mate~ial sampling D was D was not 181 N/A performed in accordance with the approved documents. Acknowledged by Representing Erik Roed cw, 14010561, ACI 1360478, ICC 8256285, NITC 12017702, SD 1240 Kleinfelder Representative Print Name I Certificate Number Kleinfelder Representative Signature 5015 Shoreham Place, San Diego, California 92122 Phone: (858) 320-2000 ( Project Name Project Nq. Project Address Client Equipment Observed la.nis, 2280 Faraday, Carlsbad CA 20~72491 lonis Contractor BNB n/a Weather n/a --------~------'---------------- Reviewed By Types of Tests/Observations D AC Pavements D Fabrication Plant D Anchor Bolts D Fireproofing D Batch.Plant D Concrete 0 Foundations D HS Bolting Date Reviewed D Masonry D Metal Decking D Pre-Post Tension D Reinforcing Steel D Sample.Pickup D Soil / Aggregates D Steel Erection 1:81 Weldin& D Other Page Date DFR/Report No. nme Arrived nme Departed Travel Time Mileage Documents Referenced S-001, S-111, S-131, S-501, S-502, E-1, E-2, sheet 7, AISC, AWS D1.1, ESR-1917 Observations/ Remarks 1 of 1 2016-11-17 n/a 1000 1400 n/a n/a 4 hours f Periodic welding inspection for erection and structural welding above CMU wall Grid 4-5 at <A Welds are being produced per S131, 8/S-502, and 17-19 on S-502. Wedge anchors are being installed per 11 and 12 on S-502 and ESR-1917. l/4" fillet and flared bevel welds are being produced by certified welders Erich Ramsen and Brandon Devey using Lincoln 232 and approved WPS-09-001-232 and WPS-09-021-232. Monitored voltage and amperage with a calibrated meter for compliance with the welding procedures. Work is in progress. RECEIVED DEC O.S 2016 CITY OF CARLSBAD BUILDING DIVISION The Work 181 was D was not inspected in accordance with the requirements of the approved documents. The Work inspected 181 met D did not meet the requirements of the approved documents. Material sampling D was D was not 181 N/A performed in accordance with the approved documents. Acknowledged by Representing Erik Ro~d CWI 14010561, ACI 1360478, ICC 8256285, NITC 12017702, SD 1240 Kleinfelder Representative Print Name I Certificate Number Kleinfelder Representative Signature 5015 Shoreham Place, San Diego, California 92124 Phone: (858) 320-2000 ( ( Project Name Project No. Project Address lonis, 2280 Faraday, Carlsbad CA 20172491 Client lonis Contractor ---------------- Equipment Observed n/a Weather n/a BNB ---------------------------- Reviewed By Types ofTests/Observations 0 AC Pavements O Fabrication Plant 0 Anchor Bolts O Fireproofing 0 Batch Plant 0 Concrete D Foundations· D HS Bolting Dat~ Reviewed 0 Masonry 0 Metal Decking 0 Pre-PostTension 0 Reinforcing Steel 0 Sample Pickup 0 Soil/ Aggregates 0 Steel Erection 181 Welding 0 Other Page Date DFR/Report No. Time Arrived nme Departed Travel Time Mileage Documents Referenced S-001, s-11i, S-131, S--501, S-502, E-1, E-2, sheet 7, AISC, AWS D1.1, ESR-1917 Observations /'Remarks Periodic $pecial inspection for erection and structural welding above CMU wall Grid 4-5 at <A Wedge anchors were installed per 11 and 12 on S-502. 1 of 2016-11-18 n/a 1000 1400 n/a n/a 4 hours Torqued (12) 3/4" Hilti KB-TZ SS wedge anchors to 110 ft/lbs. 100% were inspected per ESR-1917. Torqued {32) 5/8" Hilti KB-TZ SS wedge anchors to 60 ft/lbs. 100% were inspected per ESR-1917. Welds are being produced per S131, 8/S-:502, and 17-19 on S-502. 1 l,./4" fillet and flared bevel welds are being produced by certified welders Erich Ramsen and Brandon Devey using Lincoln 232 and approved WPS-09-001-232 and WPS-09-021-232. Monitored voltage and amperage with a calibrated meter for compliance with the welding procedures. 5/16" fillet welds were produced by certified welder Erich Ramsen using E7018 and welding procedure WPS-09- 009. Verified proper usage of electrode holding oven. Monitored amperage with a calibrated meter for compliance with the welding procedure. With the exception of all decking at both levels all welds are complete and accepted RECEIVED Work is in progress. The-Work 181 was D was not inspected in accordancewiththe requirements of the approved documents. DEC 0, 6 2016 The Work inspected 181 met D did not meet the requirements of the approved documents. Material sampling Q was D was not 181 N/A performed in accordance with the approved documents. CITY OF CARLSBAD . BUILDING DIVISION Acknowledged by -~---------~-Enk Roed cw, 14010561, ACI 1360478, ICC 8256285, NITC 12017702, SD 1240 Kleinfelder Representative Print Name I Certificate Number Representing Kleinfelder Representative Signature 5015 Shoreham Place, San Diego, California 92122 Phone: (858) 320-2000 ( Project Name Project No. Project Address Client Equipment Observed lonis, 2280 Faraday, Carlsbad CA 20172491 lonis Contractor BNB n/a Weather -----~--~-----n"""'/_a ________ ~~---- Reviewed BY' Types ofTests/Observations 0 AC Pavements D F.abrication Plant D Anchor Bolts D Batch Plant D Concrete D Fireproofing D Foundations 0, HS Bolting Date Reviewed D Masonry D Metal Decking D Pre0Post Tension D Reinforcing Steel D Sample Pickup 0 Soil / Aggregates D Steel Erection C8l Welding D Other Page Date DFR/Report No. Time Arrived Time Departed Travel Time Mileage Documents Referenced 5-001, 5-111, 5-131, 5-501, 5-502, E-1, E-2, sheet 7, AISC, AWS D1.1, ESR-1917 . Observations/ Remarks 1 of 1 2016-11-21 n/a 1000 1400 n/a n/a 4 hours ( Periodic special inspection for erection and structural welding above CMU wall, Grid 4-5 at <A Floor level decking was welded per 1/S502. ¾11 puddle Welds were produced by certified welder Erich Ramsen using E6022 and welding procedure #spot- weld-11. Final inspection. With the exception of the installation of roof decking If the,option of shooting this deck down per the subcontractors approved shop drawing is used no additional special inspection is required. If the roof deck is welded additional inspection is required. All welds are complete and accepted. 100% of wedge anchors were torque tested and inspected per ESR-1917. This concludes special inspection for structural steel, structural welding, and post installed anchors for the structure above the CMU wall, grid 4-5 at <A. The Work 181 was D was not inspected in accordance with the requirements of the approved documents. The Work inspected t81 met D did not meet the requirements of the approved documents. Material sampling D was D was not t81 N/A performed in accordance with the approved documents. Acknowledged by , Representing Erik Roed CWI 14010561, ACI 1360478, ICC Kleinfelder Representative Print Name I Ce Kleinfelder Representative Signature 5015 Shoreham Place, San Diego, California 92122 Phone: (858) 320-2000 RECEIVED DECO 6 2016 QNFE'LDE'R ~ Bright People. Right Solutions. Project Name _r (,-"') 111 I~ Daily Field Report Date OJ /40v, / ~ Project No. 2 Oi 7-'2 l/qJ. {J/J I /:J Bldg. Permit No.CB J 0 Z O if l/ . Ca v I cba 4 DFR/Report No. _____ _ Contractor /3 A/ /3 Time Arrived efi?} /0 ,' 'l tJ Time Departed j 4 •' 3, C5 ProjectAddress2'2)?0 f:4,. t:a dc-7 .J/v-e1 Client-lo 7J/S I½ a,; 01 L(_ C. t?c,:/· l?a/ Equipment Observed Vi lv"e-n /4:"" Travel Time ______ _ Weather C,/(°/t/ 0··2 [) Mileage. _______ _ Reviewed By _____________ ~~-Date Reviewed. _________ _ Types of Tests/Observations D AC Pavements ·o Fabrication Plant ~asonry 0 Sample Pickup ,o~ .. D Anchor Bolts D Fireproofing tJ Metal Decking D Soil I Aggregates D Batch Plant D Foundations D Pre-PostTension D Steel Erection D Concrete D HSBolting D Reinforcing Steel 0 Welding Documents Referenced /ta::7/-tJwJP/4~-.1 q -7. 1:-/ G . I/ ' I Se {'!) /1 l/ / C v.bP f JI . (/(./ ,,(';_1, 13/2 /://// ?.a r' J'.Uf I I RECEIVED DEC 0.6 2016 CITY OF CARLSBAD BJ IILDING DIVISION D Report items comply-with exceptions ··. 0 In progress/ Not complete /4>z~~ Representing ________________ _ 'Kleinfelder Representative Signature c-,,.., I CC ) l ,, 'i ·t 1. Cf (r POI'~ (l ~-Slv I l<£i., <; 0 -9 9J Page __ Qf __ Kleia:ifelde'i Representative Print Name MAT-10 REV 05/08 I ~NF'ELDER \..,, J. Bright Peopfo, RlghtSofut,"ons. ~ Daily Field Report Project Name :Z ()Yii'S Date g,-Alov. 1 6 Project No. 2 0/ 7 -"2.. Lf C/ / ~ (JO I A Project Address .2 2 <J-o F ,v;.,.r-A-dov .dvJL. Bldg. Permit No. C. /3 / 6 2 0 8-4 CAtrl £b«efe Contractor PAI 8 DFR/Report No .. _____ _ Time Arrived Q 9'/ {.Ju . I ClientI a 11; r,I, uh4:r /{{ c.. ~u1 /a~( Time Departed / ;5; (,.,o Equipment Observed. ________________________ ~---Travel Time ______ _ /' -:,--; 0 Weather r l" # t.. . /' _:;, Mileage ________ _ Reviewed By _______ ~-~---~~-Date Reviewec;J. _____ ~---- Types of Tests/Observations 0 AC Pavements ·O Fabrication Plant ~Masonry 0 ~ampl~ Pickup ID o•" 0 Anchor Bolts 0 Fireproofing 0 Metal Decking 0 Soil/ Aggregates 0 Batch Plant 0 Foµndations 0 Pre-Post Tension 0 Steel Erecjion 0 Concrete_ 0 HSBolting 0 Reinforcing Steel 0 Welding 0"'servations/Remarks: P-Pr1~d!c l~"=>l7Pc/1,/11 {) -('1 K // C ft?{/ Wa// ~,.. r?P(.) . , . -'3 S l,'e t7'1a -1-o f-¥ 6 £ ?&.g 1/J c p// c:: .are c /0 4,; / .,;:;;p el "\ , r fur// &/1(.14Pc/" ~,//~ c/pa.,.1 Ovi .af ,1;// lle,,.-,t"C .:Z-Vt"'l(l ,1;,,/ S)~f .,;;::; rPd-e __.,:::;,:,.-.-/ louA T/a~ C> £ r r>tt,·1 fdrc 1Jc.. !:. 7e e / /( P~,,,.---P/r:,/4-// ~s PwJg;/t;tJ( / Slt"c,,( ;s· f1(:,,,/ <;ec,t,,;{;r 1~ .P/4c-e 'u-;~ .q,7 }Pu5 f LJ/? bd ') () {' /~/?~ ~ tf?~AtZy in c/a<>e ;f2 ,..-/,042~ oo7S % n,;port items comply D Report items do not comply Acknowledged~~ Representing ~ ;i B\I\! L l?e:f'"e,,;, Pagej_of+ MAT-10 REV 05/08 RECEIVED DEC 0 e 2013 CITY OF CARLSBAD BUILDING rnv1sioN D Report items comply with exceptio~s O In progress/ Not complete /~-:-7~2:: Kleinft.ierR~trtative Signature 0 / . ~ /cc. 0 L ? t/ f 2 '-1 t._r_:t::oq-t f /Y 5--l/k,,., SO -9 cto Kleinfelaer Representative Print Name ~NFELDER ~ Br,ght People. Right Solutions. Daily Field Report Project Name f /;.,? J ':,, Project No. 2 Cl? -·"2_ Lj-·':j / , / .. i O l A ,, ..... ,-......,/, ... ,,.:, .. / Bldg. Permit.No. c.-, __ ., I b. 'Z 1.>. Cf··! _..., ··2 C i: __ . .,..,/. . . A Project Address ,;;,.,. . t"i' O , ,.,,. ... ~ ,:;::;_ ,A,~• y /! v'~-t,;,... I, ~,....-,' ,_ • ! • -· ' . -;.· ,~ .4". 1"' ClientJ.~-!_; J !.1J .1-_],'.":'~, ;.-.rr /:fl..-,. "<L-'I -'6-bP,..·r _ /' ;,1 I (._. ~,-:r;,,., _, Du /2t • I Contractor /~/[/ f/ Equipment Observed ___ ~----~------------------------ Weather , / r·"' ,· ··- Reviewed By __ ~----------~----- Types of Tests/Observations Date Reviewed. __________ _ D AC Pavements D Anchor Bolts 0 Batch Plant ·o Concrete D Fabrication Plant D Fireproofing D Foundations D HSBolting ~Masonry D Metal Decking. D Pre-PostTension 0 Reinforcing Steel o· Sample Pickup D Soil/ Aggregates D Steel Erection D Welding '''-:?J.' // Date O /i,,~;>V. i r ~ ...... __ . DFR/Report No .. ______ _ Time Arrived O CJ/,' 0 i) Time Departed/ J; '~·'-" Travel Time ________ _ Mileage. _________ _ J .. f .-1 .,·, ,./T / ,6' I / Documents Referenced .,,:l'-<-?..,, .. ""::,,..,,·#e::.v;.,_,_,:...'.o:.C-.:,.,.:...,_v""."-r-,,:f..::··-·.:,.;·'/,:::::..·..::~,::...,·/'--~"°"'::"-/=;;,...:.;_Y-~-.::oc,,"°··.-.,.-'-'------------------------1 ~·l .J. ( ... 1ervations/ Remarks: _,f:...f.,,_ 1 r::...~-;:.-· ·:.."-..,_/_,· l:c..1..=?'-.:.1..:,.,~.r,..(---'r_11..:.1_""::.,~';c,v..:.·-..:.f'_,' l::.:·-_c-<.._,' I:.,~"'"-'> f'ulc__""'()<.....:.. _-1'..,_, __ .....:....~:__,_:,..sC""._· .£./...:1:..,'..eU:::____;:t.A:;.,~cc,./.>:;c.,,::..·· .1..(...1../ /'--' _....,~7_,,..!:.·0=/ _ _:,,.:._,:.·:...' .:...f·.1.· / • ..,,,:...' -- l I " I /! .. {--,// .-:::: ... 1, ( J·1 Pt~/ /.;_~/7 .... t...,.:;i Ir, • ,f / .-.:-r •, ' ~:·~ .f r1 {; ..-... ~ ! .'If//:..,,;.-:~ L. l (.. .... l;.~·,{", ,._ I,,-·.-:,, / ,#.-.. L,) .. ../ / \ . .1 ;--:l,--,t-,( f'h .' ( c::7// ... ~.. : -r-,~ ... 4·.#1' c--/1-/ S· / 7r>,;/ •• ..__ .._ I / ,; . ~-· . ., ,,;./,: .. /··' /,~ 1·-t ,·-( RECEIVED DEC 6.6 20i6 CITY OF CARLSBAD BUILDING DIVISION ,art items comply D R_~port items do not comply D Report items comply with exceptions D In progress / Not complete _.,..i -I --._: Acknowledged b¥.,~-.,,..i--""_,...-.c.--=--,,'.,-, =----------- (_ -, .. Representing ______ __,_~'-·.....:-~-,....:..r'"".;i""·-•...,,~,;;;,,.,.,'-'-'. ,_,c,;.,_,_~c_,· '-~-- ' i ' ' Page-!-of_·_ i MAT-10 RFV O!'itnR Kleinfelder'R•presentative Signature .L ~, ~: ~.; (,_. -,;'.1 ~J:.; Kleinfelder Representative Print Name .. ..?- ..... ~ . ..., .. ,. --~· -J· _c:; .. ~NFELDER ~ Bright People. Right Solutions. ( Dally Field Report Project Name Project No. _IO_N_l_s __ ---'-__________________________ Date 11-04-16 20172491.001A Bldg. Permit No. CB162084 DFR/Report No. 2 ----------~--------------- Project Address _2_2_80~F a_r_a_d a_y_A_v_e_. c_ar_ls_b_ad_,_c_A_9_2_0_0_8 ___________________ Time Arrived 0600 B N Builders Client IONIS Pharmaceutical Contractor Time Departed 1 OOO -~------'---'-------~---------- Equipment Observed Adhesive dispensing tool, cube mold, paddle mixer Tr ave I Time Sample p/u 1.5 hour Weather Clear, warm Mileage 52 -----''-------------------------------~----------- Reviewed By __________ Date Reviewed Tvoes of Tests/Observations D AC Pavements D Fabrication Plant liJ Masonry liJ Sample Pickup D Other D Anchor Bolts D Fireproofing D Metal Decking D Soll/ Aggregate N.S. Grout @ Clmn base plates D Batch.Plant D Foundations D Pre-PostTension D Steel Erection D Concrete D HSBoltlng D R!!lnforclng Steel D Welding Documents Referenced: Work is being performed per approved Specifications, Contract Drawings, S-001, S-111, typical details/S-501, Masonry typical details/S-501, S-502, SIKA 212 data sheet,.packaging Observations/Remarks: ( 1 Continuous observation of H.S. Grout placement beneath column base plates·located on Grid·lines B/4.2 & C/4.5, prepare Grout specimens per ASTM . -109 for compressive strength testing. Continuous-observation bf Epoxy set, 1/2" rebar slab and cove base dowels. Periodic inspection of H-3 Shed CMU construction. N.S. Grout: Top of footing concrete appears sound and found to be free of latiance, loose material and debris prior to grout placement. Forms set to contain material providing complete coverage beneath base plates. SikaGrout 212 mixed on site with potable Water per manufacturers proportions for a "Flowable" condition using corded drill driven mixing paddle, verified 2 minute minimum mixing time. Grout poured into place, allowed to flow beneath base plate then consolidated with steel rod. C-109 cube molded samples taken at 0805, 61 * ambient temperature during placement. Epoxy set Slab Dowels: 5/8" holes drilled horizontally to a depth of 4" into existing SOG. Verified diameter, depth and cleanliness. SIMPSON SET-XP22 Epoxy deposited per manufactures directions followed by 1/2" 60 Grade rebar dowels per detail 13/S-501. Epoxy Batch #239A490A Exp. 08/19/18 Total of 16 dowels at Column Infill Total of 29 dowels at H-3 Shed Epoxy set Cove Base Dowels: 5/8" holes drilled vertically to a depth of 3" into existing SOG ~t 12" OC. Verified diameter, depth and cleanliness. SIMPSON SET-XP22 Epoxy deposited per manufactures directions followed by 1 /2" 60 ·Grade rebar dowels per detail 14/S-501. Epoxy Batch #239A490A Exp. 08/19/18 Total of 60 dowels CMU at H-3 Shed: Verified consistent bed.joint thickness not·exceeding 3/4". First course block laid level and plumb with clean outs provided at each reinforced cell, not exceeding 16" OC. 2 -#5 continuous bars placed horizontally at bottom of wall per plan. Split face block began on second course wi~~al #4 horizontal bars placed at 24" OC as work pr9gresses, with required 24" lap splice lengths provided. Joints struck tight with minimal mortar fins nt:@Ef l\lE D courses included in first lift. · • Report items comply D Report items do not comply D \cknowledged by Bruce Clegg -----=~-======:::-'~---- Representing _B_N_B~u-ild_e_rs __ ~-.:J:~a;,c·,i,,·==;#:;.:-e,:;· z=::·:::;;::;;=------ Page: 1/2 _,,,..r..--~ ' MAT-10 REV 5/08 DECO 6 20t6 CITY OF C.A.RLSBA.D BUILDING DIVISION In Progress/ Not complete Kevin Tinsley Kleinfelder Representative Print Name c:;;-;NF"ELDER ( Bright People. Right Solutions. ~ PROJECT: IONIS CLIENT NAME: IONIS Pharmaceuticals CONTRACTOR: B N Builders ADDRESS: 2280 Faraday Carlsbad, CA ji.[AME: Kevin Tinsley CERTIFICATION NO: ICC #8026522 Cc: Architect, Structurai Engineer & Project Inspector. Project#: 20112491 Bldg. Permit#: cs1s2oa4 Date of Report: 11-04-16 RECEIVED DECO 6 2016 CITY 'OF CARLSBAD BUILDING DIVISION Page 2 of 2 ~ ( KLEINFELDER ~ Brignt People. Right Solutions. (I Daily Field Report JONIS Date 11-3-16 Project Name --------~------------------------- DFR/Report No. Project No. 20172491.001A Bldg. Permit No. CB162084 -------------,------- Project Address 2280 Faraday Ave. Carlsbad, CA 92008 Time Arrived 0730 JONIS Pharmaceutical Contractor B N Builders Client Time Departed 1130 -~------------------------- Equipment Observed Mechanical concrete vibrator Weather Clear, warm Travel Time Mileage 52 ---------------------------------------------- Reviewed By -'----------Date Reviewed Tvoes of Tests/Observations D AC Pavements D Fabrication Plant Ii] Masonry D Anchor Bolts D Fireproofing D Metal Decking D Batch Plant Ii] Foundations D Pre-PostTenslon Ii] qoncrete D HSB_olting D Reinforcing Ste.el Documents Referenced: Work is being performed per approved Specifications, Contract Drawings, S-001, S-111, detail 12/S-501, Masonry typical details/S-501, S-502 Observations/Remarks: D Sample Pickup D Other D Soll"/ Aggregate D Steel Erection D Welding (. final periodic inspection of column spread footings at Grid lines B/4.2 & C/4.5with continuous observation of Concrete placement I compressive strength . .,,piing: First day of CMU construction meet with contractor, verify use of approved materials and set periodic inspection scheduling. Verified use of ASTM A615, 60 grade reinforcing steel placed in conformance with approved drawings at spread footings. Securely tied and supported with required 3" clearance from earthen forms provided. Tube column in place and temporarily supported. Anchor bolts placed thru supported column baseplate with uplift nuts installed prior to concrete placement. Areas free of debris and loose soil. Verified age, mix design and temperature of concrete upon delivery, placement begun at 0811, and progressed uninterrupted until completion at 0850. Concrete conveyed via 2 manually operated wheelbarrows and directly deposited. 3yds Robertsons mix #42191A placed and mechanically consolidated. Set of five compressive strength samples taken at 0823 Met With MODERN MASONRY foreman, discussed schedule and high lift grout requirements specifically that approval shall be received by him from Carlsbad building official. Verified surface condition of foundation, found to be roughened, dry and free of laitance, vertical reinforcing steel dowels clean and in general alignment within CMU cells. RCP Split face, Natural color, M.W. Open ended block on site, along with 60 grade reinforcing steel and Type S mortar. RECEIVED DEC 0.6 2016 CITY OF CARLSBAD BUILDING DIVISION • Report items comply D Report items do not comply D Report items comply with exceptions D In Progress/ Not complete Javier Salazar '<nowledged-by Representing B N Builders Page: 1/2 --L/4--=-'//-----·.==~-/~--- MAT-10 REV 5/08 7 Kleinfelder Representative Signature Kevin Tinsley Kleinfelder Representative Print Name c,NFELDER ( ~ Bright People. Right Solutions. PROJECT: IONIS CLIENT NAME: IONIS Pharmaceuticals CONTRACTOR: B N Builders ADDRESS: 2280 Faraday Carlsbad, CA Project#: 20112491 Bldg. Permit#: cs152oa4 Date of Report: 11-03-16 RECEIVED DEC 0. 6 2016 CITY OF CARLSBAD BUILDING DIVISION Placement completed . ! ---·---~-I .. , ._ -.. ' --'• ._._. ~flcation of CompUani:e: !"lwork. un~ otherwbe noted, complie$.wltMhOpprove(I.. . .. ·· ... j .-,m,12rrtrr: t:zrs111?I :T11111117 : : rs:: mm: r mrrr:rr:w tttu 1tretnmwnm':Miw~ .. I NAME: Kevin Tinsley CERTIFICATION NO: ICC #8026522 Cc: Architect, Structural Engineer & Project Inspector. Page 2 of 2 QNFELDER ~·Bright People. Right Solutlons. ( _Daily Field Report .~ Project-Name . IONIS Phannaceuticals Date 10-28-2016 10-28-2016 Project No. 20172491.001A Bldg. Pennit No. _CB_16_2_0_84 _____________ DFR/Report No. PCC Placem. Project Address 2280 Faraday Carlsbad, California Time Arrived 6:30AM Client _.:.:loc:..:n;;.;;is..:.P..:.hc::a;.;.rm;.:;;a;;..;ce=uti;;..;.c..:.a..:.ls....a.·---Contractor BNB Builders Time Departed 10:30AM Equipment Opserved Ready mix truck (Robertson's) via-chute method of placement, concrete vibrating element Travel Time 1.50 hours). Weather Early morning cloudiness w/ cooler weather Reviewed By __________ Date Reviewed Types of Tests/Observations D AC Pavements D Fabrication Plant D Masonry D Anchor Bolts D Fireproofing 0 Metal Decking D Batch Plant cg} Foundations D Pre-Post Tension !8J Concrete D HSBolting D Reinforcing Steel Documents Referenced: Statement of-Special lnspection(Concrete}, S -001,S-501 (3}, S-501 (8) Observations/Remarks: [gj Sample Pickup 0 Soil/ Aggregate D Steel Erection D Welding Mileage 55 miles (round trip) (E) cg} Other observation of PCC placement and ACI Field Testing Technician duties w/ sample fabrication J,....---;yed onsite as scheduled prior to the 7:00AM scheduling of PCC placment at the foundation footings for the CMU shed at the North side of gridlines of \ i280 building (north of A line/4-4.8). Upon my arrival t spoke to BNB Con!ltruction and I was informed to stand by until 8:00 AM for the re-scheduled placement of PCC at the foundation footings discussed. I spoke to the onsite lead about a safe area to set up for PCC sampling ~nd I was informed outside the chainlink fencline along the wall would be an acceptable location (to accommodate for sample pick-up this weekend). I performed the set up of the sampling area and I observed the foundation footings and discussed these areas with Javier. I was. informed that aPCC mix design# 42191A (3000 PSI w/ fly ash} would be arriving after 8:00AM and the contractor ordered two loads with a total of 15 cu. yards. I further observed the areas that were to receive the PCC and I discussed these areas w/ the contractor. I suggested to the Javier that the areas at top of footing bottoms appeared to be in need of moisture. The contractor was asked to moisture condition all the areas that are to receive PCC placement prior to the start of today's placment operations. After additional re:-observation it appeared that the foundation and it's reinforcement was as shown on the details and in accordance with the Kleinfelder reports dated 10-21-2016 and 10-24-2016. The size, location, type, lap ~plice and tying of bars were acceptable and as shown.I did discuss the dowel /hook bars for the Slab on Grade at the areas of the CMU bldg and I was informed that the sub-contractor would perform reinforcment placement of all (dowels/hook bars for the SOG} at these areas @ another time. PCC placement operations were begun shortly after 8:20 AM at the foundation areas discussed above. The PCC materials were sampled randomly and at mid-load, and the AC! Field Testing Technician operations were performed as required. One set of 5 concrete cylinders were fabricated for strength testing as required. 2 loads of mix design # 42191A were batched, delivered, and received placement via Robertson's Ready·Mix trucks using the chute method of placement. In addition, the PCC smaples fabricatec! on 10-27-2016 were retrieved, loaded, and will be transported (upon my departure)to the the Kleinfelder lab as required. RECEIVED DECO 6 20t6 CITY OF CARLSBAD BUILDING DIViSiON r ~eport items comp! not comply D Report items comply with exceptions D In Progress / Not complete R~:a. Sclvm~ Acl(riowledged b'r-;._,,_,=)a~'.'.._._-~;:';(.-~~:::::_ _____ _ Representing fs N .[3' Kleinfelder Representative Signature Page1of 1 Ronnie Schmitz ICC# 8016118 MAT-10 REV5/08 Kleinfelder Representative Print Name QNFELDER ~· Bright People. Right Solutions. r· Daily Field Report Project Name IONIS Phannaceuticals Date 10-27-2016 10-27-2016 Project No. 20154798.016A Bldg. Permit No . ...c:.C;:;;.B..:.1.;c.;62;;:.;0;.;;.84-'--------------DFR/Report No. PCC Placem. Project Address 29505 Hwy 79 Temecula, California Time Arrived 5:50AM Client . lonis Phannaceuticals Contractor BNB Builders Time Departed 9:00AM Equipment Observed Ready mix truck {Robertson's), Whiteman WBH-16 PCC hauler w/dump bucket Travel Time _1._0_h..;..ou_rs..;.._ __ _ Weather _;;;;;Ea;;c;rJ.ly..:.m:.;;.;o;;.;;.m:.cci;..;,ng._c.:.clo.c.cuc.;;d""in.;..ce~ss'-w"""/--'c'--'-o __ ol'""e_r w_e_a_th_e_r ______________ ......,. ______ Mileage 55 miles {round trip) Reviewed By _________ Date Reviewed -------------'------ Types of Tests/Observations D AC Pavements D Fabrication Plant D Masonry l:8J Sample Pickup l:8J Other D Anchor Bolts D Fireproofing D Metal Decking D Soil/ Aggregate observation of PCC placement and ACI Field Testing Technician duties D fla!ch Plant D Foundations D Pre-Post Tension D Steel Erection w/ sample fabrication t8J Concrete D HSBoltlng D Reinforcing Steel D Welding Documents Referenced: Statement of Special-lnspection(Concrete), S -001,S-501 (12), S-501 (13) Observations/Remarks: ( ,, .. ·1ived onsite as scheduled (5:50AM) and upon my arrival I spoke to Bruce from BNB Construction and I was informed to stand by until 7:00 AM for the ,3duled placement of PCC at the slab on grade. I spoke to the onsite lead about a safe area to set up for PCC sampling and I was informed outside the troht entrance doors along the wall(planter area) would be an acceptable location. I performed the set up of the sampling area and I also requested a copy of-the approved mix design form Bruce. I was irifonned that a PCC mix design# 42191A (3000 PSI w/ fly ash) would be arriving after 7:00AM and I received a copy of the mix design. I observed the areas that were to receive the PCC and it's reinforcement at the infills around columns 8/5.3, C/5.5, and D/5.7 and I discussed these areas w/ Bruce.The contractor was asked to add additional# 4 reinforcement bars as shown on detail S-501(Det.13). After additional re-observation it appeared that the reinforcement was at 18 OC EW as shown on the details. The size, type, lap splice and tying of bars were acceptable and as shown (S-501/13) after the contrcator completed the requested operations. PCC placement operations were begun shortly after 7:10 AM at the infill areas discussed above. The PCC materials were sampled mid-load and the ACI Field Testing Technician operations were performed. Onbe set of-5 concrete cylinders were fabrica~d for strength as required. The non -shrink grout samples that were fabricated on 10-26-2016 were retrieved, loaded, and transported the the Kleinfelder as required. {I"'"" :Report items co:pltJ . D Report items do not comply Acknowledged by ~ • t~ Representing i31Vfsv1/t:/efS' . P?ge1of 1 MAT-10 REV 5/08 D Report items comply with exceptions , RECEIVED DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION Kleinfelder Representative Signature Ronnie Schmitz ICC# 8016118 Kleinfelder Representative Print Name GNFELDER ~ Bright People. Right Solutions. c·-Daily Field Report 1-'toject Name _lo_ni_s-'-P-'-ha-'-rm_ac_e_ut_ic_a_ls___,. _______ --,-_________ ,..--_____ Date 10-26-16 CB162084 - Project No. -=20'--'1-'-7'-'-24-'-9-'-1'-'-.0-'--01'-'-A-'-----Bldg. Permit No. ---------'---------DFR/Report No. Project Address 2280 Faraday Ave, Carlsbad CA Time Arrived Client _lo_n_is ___ "------Contractor _BN_B_u_il_de_rs _____________ ~ Time Departed Equipment Observed -----'-------------------------Total Time 4HR Weather _..;;.,O..;.,ve"""rc'--ac..-,sc..-,t --------'---------------'--------Mileage 34 miles Reviewed By -'-'-x---'------Date Reviewed ---'-x---------~------ Tvpes of Tests/Observations . D AC Pavements D Fabrication Plant D Masonry D Sample Pickup ~ Other D Anchor Bolts D Fireproofing D Metal Decking D Soil I Aggregate Non Shrink Grout D Batch Plant D Foundations D -Pre-Postr enslon D Steel Erection D Conc_rete D HSBolting D Reinforcing Steel D Welding Documents Referenced: Approved plans Observations/Remarks: (niived on site, as requested, for inspection of placement of non shrink grout performed by BNBuilders under (3) column baseplates at (B/4.2), (B/5.3), (C/5.5), (D/5.7). I sampled and field tested for temp and made 1 set of 6, 2in X 2in cubes, for testing at Kleinfelder lab. Proper placement techniques observed of Sika Grout 212(Tested to 6000psi@28days), Batch #062816135. D Report items comply {. :nowledged by Representing Page 1_of 1_ MAT-10 REV 5/08 D Report items do not comply ~ Report items comply with exceptions RECEIVED DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION D In Progress / Not complete John Leonard ICC #5311990 SD #1222 Kleinfelder Representative QNFELDER \., • Bright People. Right Solutions. ~ . ( Daily Field Report ProJect Name _lo_ni_s-'--P'-'-ha-"-rm-'--ac_e_ut_ic_a_ls __________ -'--------------'--Date 10-25-16 CB162084 Project.No. --------'--Bldg. Permit No. -------~--------DFR/Report No. Project Address 2280 Faraday Ave, Carlsbad CA Time Arrived Time Departed Equipment Observed ---------------------------"--Total Time Client lonis Contractor BNBuilders ~--------- 4HR Weather --'-O"'""ve;..;..rc~a;..;..st~a=n=d..:.:ra=in=y-----------''-'----------------Mileage 54 miles Reviewed By .....;..;.x ________ Date Reviewed .....;..;.x _________ ~------ Tvpes of Tests/Observations D AC Pavements D Fabrication Plant D Masonry D Sample Pickup D Other D Anchor Bolts tJ Fireproofing D Metal Decking D Soil/ Aggregate D Batch Plant D Foundations D Pre-Post Tension D Steel Erection ~ Concrete .D HSBolting ·o Reinforcing Steel D Welding Documents Referenced: Approved plans Observations/Remarks: (dived on site, as requested, for inspection of concrete placement operations performed by BNBuilders at (3) column footings at (B/4.2), (B/5.3), (C/5.5), (D/5.7). I sampled Robertsons mix #42191A(3000psi) and field tested for slump, temp, and age as well as made 1 set of 5 concrete cylinders for testing at Kleinfelder lab. Concrete was consolidated with vibrator. A total of 5 cu yds was placed today. RECEIVED DEC 0. 6 2016 CITY OF CARLSBAD BUILDING DIVISION D Report items comply D Report items do not comply [81 Report items comply with exceptions D In Progress / Not complete ( :nowledged by Representing ---,------------------- Page 1_of 1_ MAT-10 REV 5/08 John Leonard ICC#5311990 SO#1222 Kleinfelder Representative ~ ( KLEINFELDER ~ Brfght People. RfghtSofutlons. ( Daily Field Report Project Name Jonis Pharmaceuticals Date 10-24-16 CB162084 Project No. ---"------Bldg. Permit No. _______________ DFR/Report No. · ____ _ Project Address 2280 Faraday Ave, Carlsbad CA Time Arrived Client _lo_n_is _______ Contractor """'.B __ N_B--'-u_ild--er_s ____________ Time Departed Equipment Observed _________________________ Total Time 8HR Weather Overcast and rainy . Mileage 54 miles Reviewed By _x _______ Date Reviewed -'x'"--------------- T pes of Tests/Observations D AC Pavements 0 Anchor Bolts · D Batch Plant D (::oncrete D Fabrication Plant D Fireproofing D Foundations D HSBolting Documents Referenced: Approved plans D Masonry D Metal Decking D Pre-Post Tension 12:1 Reinforcing Steel D Sample Pickup D Soil"/ Aggregate D Steel Erection D Welding 12:1 Other Epoxy dowels DECO 6 2016 Observations/Remarks: CITY OF CARLSBAD .,'Jeinforcing Steel) BUILDING DIVISION ~dived on site, as requested, for inspection of installation of reinforcing steel, Grade 60 ASTM A615, at (4) column footings at (8/4.2), (8/5.3), (C/5.5), (D/5. 7). Steel spacing, size, and clearances were per plans, detail ( 12/S-501) and Notes(S-111 ). Reinforcing steel placement was also inspected at footing for Bin CMU walls at (North of Line 'A'/4-4.8). Steel spacing, size, splice lengths, and clearances were installed per plans, details Sheet S-501. *Steel column and anchor bolts not yet installed at (8/4.2) due to conflict with existing wall. (Epoxy Dowels) On site for inspection of installation of epoxied dowels at concrete slab infill sections at (4) columns noted above as well as between lines (8-C.2/5.2-5. 7) and at (C.2/4.5) per detail (13/S-501) and Structural notes, Sheet S-001. Dowels also epoxied at existing footing encountered at northeast corner of Bin CMU wall footing(North of Line 'A'/4-4.8) per Rf=I #2280_017 response. Proper installations techniques witnessed, per ESR #2508, with holes cleaned and Simpson Set XP epoxy, expiration date 8/19/18, used and minimum embedment depths achieved. *Detail 13 calls out 30in dowels at slab repair sections, contractor has installed 24in dowels and informed that they would install extra steel where needed. Majority of slab repair sections are less than 30in. D Report items comply D Report items do not comply 12:1 Report items comply with exceptions D In Progress/ Not complete ;nowledged by _________________ _ Representing ------~---------- Page 1_of 1_ MAT-10 REV 5/08 John Leonard ICC #5311990 SD #1222 Kleinfelder Representative QNFELDER \..-.. .. Brlghtl'eople. RlghtSoM/ons, ~ ( Daily Field Report t-'roject Name ......:...:lo..;.;;ni;.;..s.;....P __ ha ___ rm-'-a_ce_u---ti_·ca--ls'--------------------------Date 10-21-16 Project No. CB162084 _2_a_~i_1_.__"Z-_<-/_,__,9'--'/ __ Bldg. Permit No. ______________ DFR/Report No. ProjectAddress 2280 Faraday Ave, Carlsbad CA Time Arrived Client _l_o_n_is ________ Contractor _BN ___ B ___ u ..... ild--e ___ rs _____________ Time Departed EquipmentObserved ___________________________ TotalTime 4HR Weather _W.:...:..=ar=m'-'a=n=d~cl;.;..ea=r _________________________ Mileage 54 miles Reviewed By -""-x _______ Date Reviewed -'-'-x-----'------------- Types of Tests/Observations 0 AC-Pavements D fabrication Plant D Masonry D Sample Pickup D Other D Anchor Bolts D Flreprooling D Metal Decking 0 Soil/ Aggregate D Batch Plant ~ Foundallons D Pre-Post Tension D Steel Erection 0 Concrete D HSBoltlng D Reinforcing Steel D Welding Documents Referenced: Approved plans Observations/Remarks: ( ~ Arrived on site, as requested, for inspection of footing excavation for Sin CMU Walla at backside/westside of ~ 1ding. Dimensions were per plans, structural notes on Sheet S-111 and Detail (8/S501 ). I probed area with 578in steel hand probe and found bottoms to be firm and unyielding. RECEIVED DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION 181 Report Items comply D Report items do not comply D Report Items comply with exceptions D In Progress/ Not complete A( J!edged by -----------~~-....:.....-- Representing __________________ _ Page 1_of 1_ John Leonard ICC#5311990 S0#1222 MAT~10 REV 5/08 Kleinfelder Representative QNFELDER 'x.__ .. Bright People. RightSolutions. ~ Daily Field Report Project Name lonis Pharmaceuticals Date 10-10-16 ------------------------------CB162084 Project No. _________ Bldg. Permit No. ________________ DFR/Report No. ProjectAddress 2280 Faraday Ave, Carlsbad CA Time Arrived Client _lo_n_is ________ Contractor _BN_B_u_il_de_rs ______________ Time Departed Equipment Observed ____________________________ Total Time 4HR Weather _W_a_rm_a_n_d_c_le_a_r ---,----~---------~----------Mileage 33 miles Reviewed By _x--------Date Reviewed _x _______________ _ Types of Tests/Observations D AC Pavements D Fabrication Plant 0 Masonry D Sample Pickup D Other D Anchor Bolts D Fireproofing D Metal Decking D Soll I Aggregate D Batch Plant· ~ Foundations 0 Pre-Post Tension D Steel Erection D ·concrete D HSBolting D Reinforcing Steel D w.eJding Documents Referenced: Approved plans Observations/Remarks: (--~rrived on site, as r~ques~ed, for inspection of (4) F4 footings excavated for columns at ~ines: (B/4.2), (B/5.3), k_J.6), and (C/5.5). D1mens1ons were per plans, structural notes -on Sheet S-111 and Detail (12/S501 ). I probed area with 5/8in steel hand probe and found bottoms to be firm and unyielding. RECEIVED DECO 6 2016 CITY OF CARLSBAD BUILDING DIVISION ~ Report items comply D Report items do not comply D Report items comply with exceptions D In Progress / Not complete { iwledged by Representing ___________________ _ Page1_of 1_ John. Leonard ICC#5311990 SD#1222 MAT-10 REV 5/08 Kleinfelder Representative EsGil Corporation In Q'artnersliip witli qo11ernment for (}3ui(aing Safety DATE: 8/26/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2084 -I -PROJECT ADDRESS: 2280 Faraday Ave SET: III PROJECT NAME: Jonis Pharmaceuticals Inc . ..,. TI . ' -: t' q APJ::LICANT i:i.--d1::f'R Is. CJ PLAN REVIEWER CJ FILE The plans transmitted berewifh have been corrected where necessary and substantially comply with the jurisdiction's building codes. -D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and-should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. -, D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:~ (). ('I Telephone#: Date contacted: (byO ()) Email: Mail Telephone Fax In Person D REMARKS: By: _poug Moody 1, E;sGil Corporation \ D GA D EJ D MB D PC Enclosures: 8/22/16 ··. 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partners/Up wit/i, (Jovernment for c.Buitd'ing Safety DATE: 8/9/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2084 SET: ii PROJECT ADDRESS: 2280 Faraday Ave PROJECT NAME: Ionis Pharmaceuticals Inc. -TI ~~LICANT ~:~~IS. CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where neces$ary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. cg) EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kristen Windmiller Telephone#: 314-997-1515 Date con)acted: 8 { 1 (by~ Email: Kristen.windmiller@crbusa.com ~ail v'l'elephone Fax In Person D REMARKS: By: Doug Moody EsGil Corporation D GA D EJ D MB D PC Enclosures: 8/2/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,:'· ,.... City of Carlsbad 16-2084 8/9/16 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring two corrected sets 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 1;:sGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. - 3. Please provide construction plans and details for the Exhaust Enclosures. Please provide complete plans and details. · 5. Provide complete plumbing plans, including: a) Complete drain, waste and vent plans. Please complete the drain, waste and vent plans on sheet P1002 to show all fixtures vented. b) Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 Please clarify the gas line plans to show the gas line on the plans the location on the plans does not c) Show water heater size, type and location on plans. UPC, Section 501.0 7. Plec;1se have the document author and the principle designer of the LTI form sign the imprinted document. Please sign the L Tl-02 forms. 9. It is apparent from the plans the restrooms servicing the tenant improvement are not disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. Please revise the plans to show the work necessary to provide compliant restrooms as shown in the 8 ½ x 11 provided (SK-t) 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. ,:, ' ...,, City of Carlsbad 1(;;-2084 8/9/16 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· ~nd where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes l:J No l:J 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. EsGil Corporation In <Partnersliip witli government for (}Jui{aing Safety DATE: 6/8/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2084 SET: I PROJECT ADDRESS: 2280 Faraday Ave PROJECT NAME: Jonis Pharmaceuticals Inc. -TI CJ 6PPLICANT ~URIS. CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1:8] The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · D The applicant's copy of the check list has been sent to: D EsGil Corporation staff did not advise the applicant th~t the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kristen Windmiller Telephone#: 314-997-1515 Date contacted: b /r / (.1, (by: J K) Email: Kristen.windmiller@crbusa.com Jq_-Mail Jelephon~ tJ\. Fax In Person D REMARKS: By: Doug Moody l;sGil Corporation D GA D EJ D MB D PC Enclosures: 5/31/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 16-2084 6/8/16 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 16-2084 OCCUPANCY: B,H3 TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/26/16 DATE INITIAL PLAN REVIEW COMPLETED: 6/8/ 16 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Laboratory/ Storage ACTUAL AREA: 7600sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 76 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/31/16 PLAN REVIEWER: Doug Moody 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 16-2084 6/8/16 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring two corrected sets of plans and calcuiations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad-Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please provide the calculations signed by the California State licensed engineer for the structural alterations for the building so a plan review can be preformed. No review will be preformed until they are received. Section 107.2. 2. Please provide construction documents "For Construction" Section 107.2 3. Please provide construction plans and details for the Exhaust Enclosures. 4. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 5. Provide complete plumbing plans, including: a) Complete drain, waste and vent plans. b) Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 c) Show water heater size, type and location on plans. UPC, Section 501.0 6. Please provide an electrical single line diagram. Show new or existing distribution equipment, ampere size and AIC rating of distribution equipment, feeder over-current devices size and indicate AIC rating, conduit and conductor size and length, sub-service ampere rating and AIC rating. 7. Please have the document author and the principle designer of the L TG-1 C form sign the imprinted document. City of Carlsbad 16-2084 6/8/16 Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessil?ility features. • The path of travel shall include the existing parking. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please address the following comments that are the result of the alterations. 8. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. 9. It is apparent from the plans the restrooms servicing the tenant improvement are not disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. 10. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4: a) ~18" at interior conditions for doors 101 and 192. 11. If showers are proposed, show or note compliance with the following requirements, per Section 11 B-608: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-608.2.2. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inch~s in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 118-608.2.3. b) Threshold in roll-in type showers shall be½ inch in high maximum. c) Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (Le., one left-hand control versus right-hand control). Section 11 B-213.3.6. City of Carlsbad· 16-2084 6/8/16 d) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The controls shall be on the back w~II, adjacent to the seat, and the center line of the controls shall be locate'cl 39" -41" above the shower floor. e) A flexible hand-held shower unit is required with at least a hose 59 inches long that car, be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. f) Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism. (Except within guest room and suites of hotels, motels and similar transient lodging establishments) Each shower heael shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments both vertically and horizontally. One head shall be located at a height of 48 inches above the floor. g) The floor slope shall be a maximum of 1 :48 in any direction. Where drains are provided, the grate shall have openings ¼ inch maximum and located flush with the floor surface. h) Indicate on the plans a folding seat, located on the wall adjacent to the controls, 18" above the floor and shall not extend more than 6 inches from tl:le wall. i) Grab bars shall be located, per Section 608.3: i) On the back wall and the side wall opposite the seat. ii) Mounted :?:33" but :536" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. j) The soap dish when provided shall be located on the control wall :540" above the shower floor and within reach limits from the seat. To speed up the review process, note on this list (or a copy) where each correction item has been aodressed, 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 0 No 0 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 City of Carlsbad 16-2084 6/8/16 questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 16-2084 6/8/16 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carl$bad PREPARED BY: Doug Moody BUILDING ADDRESS: 2280 Faraday Ave BUILDING OCCUPANCY: B,H3 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Tl 7600 Citv Valuation Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordnance Plan OleckFeeby0rdinance Type of Review: 0 Complete Review ORepetilive Fee .,.. Repeats D Other D Hourly EsGil Fee PLAN CHECK NO.: 16-2084 DATE: 6/8/16 Reg. VALUE ($) Mod. 500,000 500,000 $2,037.261 $1,324.221 D Structural Only 1--------11 Hr. @ ' $1,140.871 f_~!Il~~I!~~;. ·-· --· ___ )iiaddffion to th~ --~~_gy~)ee:;~~ri:ic:t~n1~.n9( f~~-qfi $8~ j~;:tj~ie r1 · hour@ '.$&§lb[.} fbrt.lf!§!_Q~IG.re~n _revie~. Sheet 1 of 1 macvalue.doc + .Jt• '.----------------------------------------... & '¥ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 06/01/2016 PROJECT NAME: IONIS PHARMACEUTICALS Tl Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2280 FARADAY AVE PROJECT ID:CB162084 APN: 2120613300 VALUATION: $500,000 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management Division is required D Yes~ No D 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: KRISTEN·.WINDMILLER@CRBUSA.COM D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D _-INGINGRING .. · -· ·. .· ~60-602--27~ . : . Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov D Linda Ontiveros 160-602-2773 Linda.Ontiveros@carlsbadca.gov [l] ValRay Nelson 760-602-27 41 ValRay.Nelson@carlsbadca.gov . FIR:i PREVENTION. .. ; . '7~p~~66~:·~ . '. ',\ .• ; D Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: 2280 FARADAY AV IS A FEE'D OUT OFFICE. "" "' ' IONIS PHARMACEUTICALS TJ Tl Outstanding issues are marked with [X] . Please make the necessary corrections for compliance with applicable codes and standards and re-submit corrected plans and/or specifications to the Buildin division. Items that conform to permit requirements are marked with .-or-have intentionally been left blank. ---------- 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. D D D D Show: [ZJ North arrow Existing & proposed structlires Property line dimensions D Easements Show on site plan: D D Drainage patterns 0 · D Existing & proposed slopes L.J D Existing topography D · CJ Retaining Walls (location and height) D CJ Indicate what will happen with soil excavated from pool area. 7600 SF EXISTING Include on title sheet: STORAGE/ LAB TO D [ZJ Site address LAB AND OFFICE D · W Assessor's parcel number D CJ Legal description/lot number 1 D [ZJ For all commercial/industrial building and tenant improvements, include: total building square footage with the square footage fore each different use, showing square footage of different uses (manufacturing, storage, warehouse, office, etc.) Example: Lot/ Map No.: LOT 6 MAP 11230 Subdivision/Tract : . CT 84-09 Reference No(s): E-37 10,900 sf of SHELL to 10,900 sf OFFICE 7,000 sf of SHELL to 7,000 sf STORAGE 3,900 sf of SHELL to 3900 sf MANUFACTURING Page 2 of4 REVS/2012 IONIS PHARMACEUTICALS Tl 1 N/A 2. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 11.06.030 of the Municipal Gode. D D Inadequate information available on site plan to make a determina.tion on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" D D Minor Grading Permit required. NOTE: The grading permit must be issued and grading approval obtained prior to issuance of a building permit. A separate grading plan prepared a registered civil engineer must be submitted together with the completed application form attached. D D Graded Pad Certification required. ,'\II required documentation must be provided to your Construction Management & ·inspection division inspector, . The inspector will then provide the Land Development Engineering counter with a release for the building permit. See attached checklist for minimum submittal requirements. 3. MISC_ELLANEOUS PERMITS DTZJ RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. D D A separate right-of-Way issued by the engineering division is required for the following: N/A Attachments: D EngineerlngApplication D Storm Water Form 0 Right-of-Way Application/Info llJ Reference Documents E-37 Page 3 of4 REV6/2012 _,. *** THIS CALCULATION WORKSHEET IS NOT ALL-INCLUSIVE OF FEES THAT MAY BE DUE FOR THIS PROJECT*** Prepared by: Address: Fee Calculation Worksheet ENGINEERING DIVISION Date: GEO DATA:LFMZ : Bldg. Permit#: /B&T: · Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft/Units Types of Use: Sq.Ft./Units Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units · Types of Use: Sq.Ft./Units Types of Use: Types of Use: FEES REQUIRED: Sq.Ft/Units Sq.Ft/Units EDU's: EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Within CFD: [Z]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) D NO 1. PARK-IN~LIEU FEE:0NW QUADRANT ONE QUADRANT 0SE QUADARANT 0SW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.1RAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: 3. BRIDGE & THOROUGHFARE FEE: 0 DIST. #1 ADT'S/UNITS: IX PEE/ADT: 4. FACILITIES MANAGEMENT FEE ZONE: I=$ ODIST.#2 I=$ ADT'S/UNITS: 1x FEE/SQ.FT.JUN IT: I=$ 5. SEWER FEE EDU's 1x FEE/EDU: I=$ BENEFIT AREA: EDU's 1x FEE/EDU: I=$ 6. DRAINAGE FEES: PLDA: OHIGH 0MEDIUM ACRES: 1x FEE/AC: I=$ 7. POTABLE WATER PEES: ODIST.#3 0LOW UNITS CODE CONN. FEE METER FEE SDCWAFEE TOTAL INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 5 /r;..0 Jlr:, Business Name.,.... __ ::G_c_(\_;.,_P_k-,'"-'""".,..;.=.;;;;..;..~ __ + __ :.::_.,_!...;..-s-_________________________ _ Street Address.~·,..c.z.,...-z. ___ e_:c:._!=".::._c ... "'"'J.-'c:..,_'f -'-A-'-1-=t-=--,..------------------- Email Address._ ,<N\..:.\-e....@\C>v\.,se:::-=""- PLEASE Chi.ECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory v Bulk Chemical Storage Car Wash Chemical Manu,factu,ring Chemical Purification ,, Dry Cleaning · Electrical Component Manufacturing Fe.rtilizer Manufacturing Film /X-ray Processing Food Processing Glass· Manufacturing , Industrial Laundry Ink Manufacturing ./ Laboratory Machining/ Milling Manufacturing Membrane Manufacturing (i.e. water filter mem!Dranes) Metal Casting / Forming Metal Fabrication Metal Finishing Electroplating Electroless platir\9 Anodizing Coating (i.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metal Powders Forming Nutritional Supplement/ Vita.rriin Manufacturing Painting/ Finishing Paint Man'!,1facturing Pers9nai Care Products Manufacturing Pesticide Manufacturing/ Packaging ' Pharmti\ceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop v' Re~earch and Development Rubber Manufacturing Semicon({uctor Manufacturing so·apJ befergent Manufacturing v w ... aste Treatment/ Storage Brief description of business activities (Production/ Manufacturing Operations): fk,w;c.e,.,\-;c:,;.( . I?,, t D _ J~kt;, ZH,)hia.J ,,(,l,:;r.:~ .,.\i<::rL~.,._.~ ... "1' b:~""'-"s'- Desc~iption _of o~er8-t_ions generating wast~wat~r (dJ~ch~rged-_to sewer,_ hauled or evaporatecl): G.IMp-'r>.$ 11:.~c, -~id/ ,,,w.;(l:i,,{,G,t Jk,,.,.._ . /.,..~$" _, c..;._,u.k:,::,c:L. A.-,.· "<J.t.-·he,,,.Pk.r,s: ' .,;e/,,/ pc,o('-!'J ; y. ,, ' • - Estimated volume of industrial wastewater to be di.scharged (gai/day): __ .....:6co-=-------- List hazardous wastes gener~ted (typ~ I volume): ,----'-P4:i;;.;.;o.""-"""..;.;;""=l,..,;.:\c:-::;;,.<.-, -=-~....:?G=''-'=-..... t91· 'lJ,.::v"""1J.,__,J,),::;=.s=L::c......_ ri.:.~ I e·d;lw,,d-..4 _ /.cP 'Jii:·/.f':"U.:~ · . Date operation began/or will begin at this locatiom. ;;ri..-,1,; ... ( o'-'-"-f~-~ ; .... :-iou 1re"'_"'.,"' e~e~ +o .li11:,1-.. ,z;~,f._ Have you ·applied for a Wastewater Discharge Permit from the Ehcina Wastewater Authority? Yes ~ If yes, when:-. --------~---------------- Site Contact f(.,_:c.-1{,_ w~;-k..,,,_ _ . _ Title~ _A,;.sc~.._.\-c.-bi,e~1 l.;\5.~E. Signature pq,,.,;---· _· --~honeNo~L;f©J:-6a3' 3Sfo/ ENCi NA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-!;)852 '{~' ~ ~~~ ~ Cl TY OF CA-RLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 DATE: 8/1/16 PROJECT NAME: T.I. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 , www.carlsbadca.eov PLAN CHECK NO: CB162084 SET#: ADDRESS: 2280 FARADAY AV APN: ~ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required D Yes ~ 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. Resubmi~ted plans should include correc;tions from all divisions. D 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: kristen.windmiller@crbusa.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: ' ., ' PLANNING ENGINEERING ·FIRE 'PREVENTION- 760'602-4610 76G-602-2150 760-602-46~5 · D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov ~ Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D D Remarks: REVIEW#: 1 2 3 fZI D D fZ!' DD fZI D D . fZIDD fZID D fZI DD Plan Check No. CB162084 Address 2280 FARADAY AV Date 8/1/16 Review#i Planner GINA RUIZ Phone (760) 602-4675 APN: 212-061-45-00 Type of Project & Use: T.I. Net Project Density: DU/AC Zoning: C-M (subiect to SP 180) General Plan: Pl Facilities Management Zone:§ CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ _ (For non-residential development: Type of land use created by this permit: __ ) Legend: .[ZI Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES D NO fZI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO fZI TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site lo(?ated in Coastal Zone? YES O NO .t8J. CA Coastal Commission Authority? YES D NO .[81 - If California Coastal Commission Authority: Contact them at -·7575 Metropolitan Drive, Suite 103, San Diego,.CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO [ZI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO fZI (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A fZI Site Plan: fZI DD P-28 Page 2 of3 07/11 igJDD DrgJO City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 3. Lot Coverage: Required __ Shown_. _ Required __ Shown __ Required __ Shown __ Required __ Shown_. _ Required __ Shown __ Required __ Shown __ · 4. Roof mounted equipment screening: Required YES Shown SECTIONS ADDED TO SHEET G0002 SHOWING ROOF.MOUNTED EQUIPMENT SCREENED FROM VIEW 5. Parking: Spaces Required NO CHANGE IN USE Shown __ Additional Comments: PLANCHECK NO. 1 #1 .. PLEASE ADD SECTIONS TO THE PLAfliJS· SHOVVING HOVI/ THE NE\tV ROOF MOUNTED EQUIPMEfliff · WILL BE SCREEfliJED FROM VIEVV AND DETJ\ILS SHOVVlfliJG THE HEiGHT OF THE EQUIPMENT & PARAPET (IF ANY). AN EXAMPLE HAS BEEN PROVIDED FOR YOUR REFERENCE, ALONG WITH THE CARLSBAD RESEARCH CENTER SPECIFIC PLAN ROOF MOUNTED EQUIPMENT DESIGN REQUIREMENTS. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 8/1/16 P-28 Page 3 of3 07/11 «~ -~ CITY OF CARLSBAD PLAN CHECK Community & Economic REVIEW Development Department QT....l'.l.Q DEPT copv 1635 Faraday Avenue TRANS-M-1-P.fRL .l Carlsbad CA 92008 · www.carlsbadca.gov DATE: 08/26/16 PROJECT NAME~ IONIS PHARMACEUTICALS PROJECT ID PLAN CHECK NO: CB162084 SET#: FIRE ADDRESS: 2280 FARADAY AVE. ~ This plan check review is complete and has been APPROVED by the Fire Division. By: DENNIS GRUBB & ASSOCIATES A Final Inspection by the Fire Division is required igJ Yes D No D 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: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the i$suance ofa building permit. Resubmitted plans should include corrections from all divisions. For que~tions or clarifications on the attached checklist please contact the foilowing reviewer as marked: ''' .,, ·---' .. .., -. P'-ANNING ENGIN.EERING :FIRE PRIWENTIPN . ·· .,, 76():.602-4610 76():.602~2750 760-602-4.665 . ', D Chris Sexton D Kathleen Lawrence ~ DENNIS GRUBB & ASSOC. 760-602-4624 760-602-27 41 · Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Christina.wilson@carlsbadca.gov· D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: TI , INDUST Date ofReport:08-31-2016 Name: Address: Permit#: CB162084 KRISTEN WINDMILLER STE 500 701 EMERSON RD STLOUIS MO 63141 JobName: IONIS PHARMACEUTICALS-RENOVATE Job Address: 2280 FARADAY AV CBAD Reviewed by: --~D~G_A ____ _ INCOlVIPLETE The item )'€HI have submittee. for review is i1teemplete. At tms time, thls efffoe eannet a€ie€ltlately ee11ooet a reviev; te e.etermine eemplianee with the applieable eedes and/er standards. Please review earefuHy all eemmems attaelled. Please resuhmit the fteeessar;1 ploos and/er speeifieatiefts, with ehooges "elemled", te this ©ffiee :f@r review ood appreval. Conditions: Cond: CON0009097 [MET] APPROVED Entry: 08/26/2016 By: DGA Action: AP APPROVED To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Dennis, Grubb a~nd Associates., LL.C Assisting Ci.ties Builll Safe Commimities REcir«tT'C,Y-... · ' -' .:W ll W~tf:J 8/i 4/16 AUG 2 5 zoQGA P .. #: C6117 CAnL.:iBAJ;arlsb d Permit#: CB162084 Attention: Fire Prevention Departm Project Address: 2280 Faraday Ave -FIRE DEPARTMENT . PLAN TYPE D Alarm Sys (new) D Architectural New: D Sprinkler Tl D <100 D ~ 100 D Underground D Lg O Sm D Special Extinguish Sys D Spray Booth:# D Hazardous Material (Non H) D Special Hazard: D Other: PLAN STATUS D Alarm Sys (Tl) IX! Architectural Tl: H-3 D Sprinkler New D <100 D ~ 100 Risers_: D Hood Suppression Sys D Pre-Action System · D Compressed/Med Gas D AS Monitoring D HPS D Sprinkler 13D D Fire Pump D AST/UST D Solar System f2J Chem Class: 0<10 D 10-25 O 26-100 ~ > 100 D Conditional Use Permit D Site cgj APPROVED: The plans have b.een reviewed for compliance to applicable agency codes and standards. The plans are approved for issuance for applicable permit(s) p.ending the approval of any other applicable County/City agencies. 0 NOT APPROVED: The plans have been reviewed for compliance to applicable agency codes and standards. Corrections are required before the plans can be approved. See the attached correction letter. Comments: 1st PC 11.Shrs; 2nd PC 3.5hrs; · -e-t w ~ ; f It 1 '5 () 6550 Van Buren Blvd, Ste E, Riverside, CA. 92503 (800) 975~7395 * (951)772-0007 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~GSSI Structural Engineers Structural Calculations: Job Number: 16012A lonis Pharmaceuticals 2280 Faraday TI San Diego, CA CRB 3207 Grey Hawk Court Suite 150 Carlsbad, CA 92010 Phone: (760) 496-3714 May 19,2016 - M ~ -c) • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~GSSI Structural En~lnccrs lonis 2280 Loading DESIGN LOADS (E) Roof DEAD LOADS (E) Panelized Wood Roof (N) mechanical hung mech l: Dead Loads Live Load roof (N) Canopy DEAD LOADS 1.5"x18 ga metal deck HSS beams misc steel Mech/Elec/misc l: Dead Loads Live Load roof (N) H3 Shed DEAD LOADS 6.25"LWC Filled Metal Deck misc steel Mech/Elec/misc l: Dead Loads Live Load 8" CMU med wt wall GSSI Job No. 16012A 5/19/2016 Project. ____ _ (osfl 10 6 0 0 0 16.0 20 (osfl 3 4 - 1 2 10.0 20 (osfl 46 - 2 12 60.0 100 Eng~--- I I I psf psf psf psf psf psf 78 lpsf Jonis 2280 Tl r a Sheet,___ __ _ GSSINo. __ _ Date ___ _ Page 1 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EIJSGS Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.1345°N, 117.27741 °W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output S5 = 1.065 g S1 = 0.412 .9 . SMS = 1.144 g SMl = 0.654 g S05 = 0.763 g S01 = 0.436 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. -Cl -ra l:tl MCE~ Response Spectrum 1.20 1.08 O.!lri 0.84- 0.72 O.GO .0.4-EI 0.31'.i 0.24- 0.12 0.00 -+--1---+-'--+---+--l----+--+---+--1----1 0.00 0.20 0.4-0 O.GO 0.80 1.00 1.20 1.4-0 l.GO 1.80 2.00 Period, T (sec) - 0.88 a.so 0.72 O.ri4- 0.5ri Cl 0.4-8 J'l 0.4-0 0,32 0.24- 0.lri 0.08 Design Response Spectrum D. 00 -+--1---+--+---+--1----+--+---+--+----1 O.OD 0.20 0.4-0 O.GO O.BO 1.00 1.20 l.4-0 l.GO 1.80 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge . GSSI Job No. 16012A 5/19/2016 Jonis 2280 Tl Page 2 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , I I c..:, (/) I m 0 ~ 0 'Tl -0 s;: z ~Z>1============.1 ~ • • .:~~---·· _ ~~;;2~~~ No . .J.60.t2A._. __ ..,lonis.2280_tL. --.~ ----.--" - • -.. ,,, - ' cf' I f I • • • • • • • • • • • • • • • • • • • ,. • • • • • • • • • • • • • • • • • • • • • • • ~!Bentley~ Current Date: 5/19/2016 11 :07 AM Units system: English Masonry wall GENERAL INFORMATION: Design Results Global status Design code Warnings~~=----------1I OK see page 8 Geometry: Total height Total length Base support type Wall bottom restraint Column bottom restraint Rigidity elements Materials: Material Mortar type Grouting type Masonry compression strength (Fm) Steel tension strength (fy) Steel allowable tension strength (Fs) Steel elasticity modulus (Es) Masonry elasticity modulus (Em) Masonry unit weight Seismic data: Seismic design category Response modification factor Shear wall type Number of stories: Story Story height [ft] 10.00 Openings: 1 Wall thickness [in] 7.63 Reference X Coordinate Y Coordinate Lower right Load conditions: GSSI Job No. 16012A 5/19/2016 [ft] . [ft] 0.67 0.00 TMS 402-08 SD 10.00 [ft] 10.67 [ft] Continuous Pinned Fixed Columns CMU 1.5-60 Port/Mort -MIS Full grouting 1.5 [Kip/in2] 60 [Kip/in2] 24 [Kip/in2] 29000 [Kip/in2] 1350 [Kip/in2] 0.135 [Kip/ft3] SDCD 1.00 Special Effective unit weight [Kip/ft3] Width [ft] 4.67 Pagel lonis 2280 Tl 0.14 Height [ft] 7.33 Page 4 of 92 • • • • • • • • • • • • • • • • • • • ,. • • • • • • • • • • • • • • • • • • • • • • • ID Comb. DL No RLL No EQ No SM1 Yes DM1 Yes D1 Yes D2 Yes D3 Yes D4 Yes D5 Yes Concentrated loads: Story Condition EQ Distributed loads: Consider self weight Story 1 BEARING WALL DESIGN: Status GSSI Job No. 16012A 5/19/2016 Condition DL RLL OK Category DL LLR EQ Direction Horizontal DL Direction Vertical Vertical Description Dead Load Roof Live Load Seismic DL DL 1.4DL 1.2DL+0.5RLL 1.2DL +1.6RLL 1.2DL+EQ 0.9DL+EQ Eccentricity [in] 5.30 0.00 Magnitude Eccentricity [Kip/ft] [ft] 0.20 0.00 0.20 0.00 Page2 lonis 2280 Tl Distance [ft] 5.00 Page 5 of 92 • • • • 2.67 ft • • • ' , ' , • , ' I ' I ' I • \ I \ , • 7.33 ft © • , ' I ' • I ' I \ , \ • , \ , \ I • • • • • 5a33 ft ft • Geometry: • Segment X Coordinate Y Coordinate Width Height • [ft] [ft] [ft] [ft] • 1 0.00 0.00 5.33 7.33 • 2 10.00 0.00 0.67 7.33 3 0.00 7.33 5.33 2.67 • 4 5.33 7.33 .4.67 2.67 5 10.00 7.33 0.67 2.67 • • Vertical reinforcement: • Segment Bars Spacjng Ld • [in] [in] • 1 4-#5 16.00 39.96 • 2 1-#5 16.00 39.96 3 4-#5 16.00 39.96 • 4 4-#5 16.00 39.96 5 1-#5 16.00 39.96 • • Results: Combined axial flexure • Segment Condition Pu Mua Mu <j>Mn Ratio • [Kip] [Kip*ft] [Kip*ft] [Kip*ft] • ii D5(Max)' 1.98 1.86 1.86 19.05 0.10 2 D5(Max) 3.14 0.28 0.28 3.02 0.09 II • 3 D5(Bottom) 1.51 1.51 1.51 18.94 0.08 II • 4 D5(Max) 0.85 0.32 0.32 16.47 0.02 5 D5(Bottom) 2.42 0.23 0.23 2.87 0.08 II • • • Page3 • GSSI Job No. 16012A lonis 2280 Tl Page 6 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Results: Flexural reinforcement area Segment 1 2 3 4 5 Condition D5(Max) D5(Max) D5(Bottom) D5(Bottom) D5(Bottom) Intermediate results for axial-bending Segment 1 2 3 4 5 Inertias Segment 1 2 3 4 5 Condition D5(Max) D5(Max) D5(Bottom) D5(Max) D5(Bottom) Condition D5(Max) D5(Max) D5(Bottom) DS(Max) -05(Bottom) Interaction diagrams, P. vs. M: Pu [Kip] 0.00' 0.00 0.00 0.00 0.00 C [in] 1.25 1.66 1.24 1.23 1.56 lg [in4] .444.19 444.19 444.19 444.19 444.19 ? vs. M {S~ent 1} Results: Axial compression GSSI Job No. 16012A 5/19/2016 As [in2] 1.24 0.16 1.24 1.09 0.16 d [in] 3.81 3.81 3.81 3.81 3.81 lcr [in4] 44.15 55.49 43.96 43.74 52.24 Page4 lonis 2280 Tl Asmax . [in2] 1.72 0.22 1.72 1.51 0.22 Mer [Kip*ft] 1.58 1.58 1.58 1.58 1.58 Ratio 0.72 0.72 0.72 0.72 0.72 Page 7 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Segment Condition Pu (j>Pn Ratio [Kip] [Kip] D3(Bottom) 10.38 357.08 0.03 2 D4(Bottom) 3.84 44.66 0.09 II 3 D3(Bottom) 6.04 357.08 0.02 4 D3(Top) 2.73 312.69 0.01 5 D4(aottom) 2.73 44.66 0.06 II Axial stress Segment Condition Pu Pu/Ag Fn Ratio [Kip] [Kip/in2] [Kip/in2] 1 D3(Bottom) 10.38 0.02 0.30 0.07 ti 2 D4(Bottom) 3.84 0.06 0.30 0.21 Iii 3 D3(Bottom) 6.04 0.01 0.30 0.04 4 D3(Top) 2.73 0.01 0.30 0.02 5 D4(Bottom) 2.73 0.04 0.30 0.15 II Results: Shear Segment Condition Vu (j>Vn Ratio [Kip] [Kip] D5(Max) 0.09 3.27 0.03 2 D5(Top) 0.21 3.92 0.05 II 3 D5(Max) 0.11 3.24 0.03 4 D5(Max) 0.08 3.23 0.02 5 D5(Bottom) 0.21 3.92 0.05 II Deflection Segment Condition os Omax Os/Omax [in] [in] 1 SM1(Top) 0.00 0.84 0.00 2 SM1(Top) 0.00 0.84 0.00 3 SM1(Top) 0.00 0.84 0.00 4 SM1(Top) 0.00 0.84 0.00 5 SM1(Top) 0.00 0.84 0.00 SHEAR WALL DESIGN: Status Warnings -Excessive horizontal spacing between reinforcement bars, TMS 402-08 SD, 1.17 .3.2, 1.17 .4 (Segment 2) -Excessive flexural reinforcement area, TMS 402-08 SD, 3.3.3.5 (Segment 2) OK, segment 2 has a perpendicular wall GSSI Job No. 16012A 5/19/2016 Pages lonis 2280 Tl Page 8 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2.67 ft ' ' , , ' , ' , ' , , ' ( 7.33 ft ® , ' , , ' , ' , ' ( ' ( 5.33 ft Geometry: Segment X Coordinate Y Coordinate Width Height [ft] [ft] [ft] [ft] 0.00 0.00 5.33 7.33 2 10.00 o.oo 0.67 7.33 3 0.00 7.33 10.67 2.67 Reinforcement: Vertical reinforcement Horizontal reinforcement Segment Bars Spacing [in] 1 4-#5 16.00 2 1-#5 16.00 3 4-#5 16.00 4-#5 16.00 1-#5 16.00 Results: Combined axial flexure Segment Condition 1 D4(Bottom) 2 D4(Bottom) 3 D5(Bottom) GSSI Job No. 16012A 5/19/2016 Ld [in] 0.00 0.00 0.00 0.00 0.00 Pu [Kip] 6.00 3.84 4.30 Bars 6-#4 6-#4 2-#4 2-#4 2-#4 Mu [Kip*ft] -40.22 -0.31 -16.10 Page6 Jonis 2280 Tl <j>Mn [Kip*ft] 186.36 4.10 685.23 Spacing Ld [in] [in] 16.00 25.58 16.00 25.58 16.00 25.58 16.00 25.58 16.00 25.58 Ratio 0.22 Iii 0.08 II 0.02 ft Page 9 of 92 • • • • • • • • • • • • • • • PLW3™or W3 FOR.MLOK™ a 6¼ in. TOTAL SLAB DEPTH c Light Weight Concrete (110 pcf) 43.5 psf a Galvanized or Phosphatized/Painted a 2 Hour Fire Rating Deck Weight and Section Properties 3 Welds Weight (psf) Id for Deflection Moment Gage Galv Phos/ Single Multiple Span Spans 22 21 20 19 18 16 G60 Painted (in.4/ft) (in.4/ft) 1.9 2.1 2.3 2.7 2.9 3.5 1.8 2.0 2.2 2.6 2.7 3.3 0.736 0.736 0.824 0.824 0.907 1.067 1.213 1.516 0.907 1.067 1.213 1.516 Allowable Superimposed Loads (psf) ·+Sett (in.3/ft) 0.393 0.453 0.510 0.636 0.752 0.968 -Sett (in.3/ft) 0.410 0.470 0.528 0.652 0.768 0.966 2" 383 461 540 724 922 1395 Allowable Reactions per ft of Width (lb) End Bearing 3" 441 530 619 828 1049 1581 4" 490 588 686 914 1157 1737 -------Interior Bearing ------·-· -·---- 4" 778 934 1091 1456 1845 2780 6" 894 1070 1248 1660 2098 3143 7½" 908 1126 1349 1791 2260 3377 Max. Span (ft-in.) • Gage Spans ucs1 -8'--0-" -8,--6-.. -9-'-0_"_9_'_6_"_1_0'--0-"_1_0_'-6_"_1_1_'-0-"-11-'--6'-, -12-·--o-" -1-2'--6-"_1_3--0-"_1_3_'-6-"-14-'--o·-· -14-'--6" 15'-0" • 1 10'-0" 317 287 261 238 219 160 . 145 132 120 109 100 91 83 76 70 22 2 10'-7" 317 287 261 238 219 202 145 132 120 109 100 91 83 76 70 • 3 10'-7" 317. 287 261 238 219 202 145 132 120 109 100 91 83 76 70 --, ---:---:-c:-:....,,.,..,:----,:,...,.,,..--,..,,.,,...__,..,,..,..._..,,.=---=-.,,..,,...._.,,..=-1---,-,=---,-=---:-:~---:-::,-,----,-,-,---.,..,,.,----::c,:~.....,...,,--~-• ! 1 10'-f0" 342 3q9 281 257 236 218 160 145 133 121 111 101 93 85 78 • l ... I 21 2 11'-8" 342 309 281 251 236 218 201 181 121 111 101 93 85 78 ':>, 3 12'-1" 342 309 281 257 236 218 201 187 121 111 101 93 85 78 ~----~1-~1~1'-~7~"-----:3~66,c-~3~3~0-3~0=0-~27~5.-~2=52,_~2=32,,,----2-1=5-2~0=0-~,....,..-~_--~~1=32,--~1~21-:--1-1~1-1~0=2--9~4-~8=6- ,. 20 2 12'-4" 366 '330 300 275 252 232 186 121 111 102 94 :: 0 ~. 19 ; :~::!: :~~ m m E~ :~ 232 m ...._~~,.....6-.,.....,::-~-~-'~-l ... m ~~ :~; • ,,._ I 3 14'-1" 400 373 339 310 285 226 210 196 184 173 163 111 103 I '------------------r===i-------.----------lL---- • _J 1 12'-5" 400 400 375 343 315 250 232 175 161 149 137 127 118 18 2 14'-10" 400 400 375 343 315 250 232 '--2--17--2-03--1-9_1 _1_8_0 __ 17_0_, 118 • • • • • • • • • • • • •• • • • • •• 3 14'-7" 400 400 375 343 315 290 250 232 217 203 191 180 170 118 1 13'-1" 400 400 400 400 375 346 320 297 277 259 242 185 171 159 148 16 2 16'-4" 400 400 400 400 375 346 320 297 277 259 242 -22-8--2-14--2-0_2_1_8_6_ 3 15'-4" 400 400 400 400 375 346 320 297 277 259 242 228 214 202 186 1 Max. UCS = Maximum Unshared Clear Span (ft-in.). j Shoring required in shaded areas to right of heavy line. Allowable Diaphragm Shear Values., q (plf) Gage Welds -=-==-___,~,---:-:--:,-,,.-.-,,..,...-::-::--:-:-~--,-..,...,.,,.......,...,..,...,=5_Pa..,.n,..,..(..,,.ft,,...·in_.):-c--:--:-::--:-=--=-::--:-c::-:---=--::-:--c-:--8'-0" 8'-6" 9'-0" 9'-6" 10·-011 10'-6" 11·-o" 11 1-6" 12·-011 12'-6" 13'-0" 13'-6" 14'-0'i T4'-6"-15'-0" 22 21 20 19 18 16 q3 q4 q3 q4 q3 q4 q3 q4 q3 q4 q3 q4 1676 1664 1653 1644 1635 1628 1621 1614 1608 1603 1598 1593 1589 1585 1581 1778 1756 1737 1719 1703 1689 1676 1664 1653 1643 1634 1625 1617 1610 1603 1676 1663 1651 1640 1631 1622 1614 1607 1601 1595 1589 1584 1579 1575 1571 1799 1775 1753 1734 1716 1700 1686 1673 1661 1650 1640 1630 1621 1613 1606 1678 1664 1651 1639 1629 1620 1611 1604 1597 1590 1584 1578 1573 1568 1564 1821 1794 1771 1750 1731 1713 1698 1684 1670 1658 1647 1637 1627 1619 1610 1689 1672 1657 1644 1632 1621 1611 1602 1594 1586 1579 1572 1566 1561 1555 1872 1841 1813 1788 1766 1746 1728 1711 1696 1682 1669 1657 1645 1635 1625 1705 1686 1669 1653 1640 1627 1616 1606 1596 1588 1580 1572 1565 1559 1553 1m 1~.1~ 1~ 101m 1m 1~ 1rn 1~ 1~ 1~ 1~ 151~ 1749 1725 1704 1685 1668 1652 1638 1625 1613 1603 1593 1583 1575 1567 1559 2044 2000 1960 1925 1894 1865 1839 1815 1793 1773 1755 1738 1722 1707 1693 PLW3 and W3 FORMLOK decks with structural concrete fill may be assumed to have a Flexibility Factor, F < 1 . GSSI Job No. 16012A Jonis 2280 Tl 64 o sMr'-,16 VERCO DECKING, INC. Page 10 of 92 www.vercodeck.com • .. • • • .. .. • • ., .. .. .,. .. .. .. .. .. .. .,, ,,,. .. .,, .. .. fl!' • • .. ., .,, fl!' fl!' fl!' ,,,. r .. ,p r ,fl!' ... I .. lf/!' J .... • • • • • • • • • • • • • • • • • • • ==== \Jl4 See page 17 for anc • • • • • • • • • • • • • • • • • • • • • • • =..=,·,-"-~-.. -,-~1~;)2~o;'sNo_t6_0J2A---- • ~ ~ ,-ti Lt ("J --,;. ,....,=:,Jonis-22(30_!1 • -~ ·-~ • .:::-:.· ',<., • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • tlx 4 Loads: LC 3, IBC 16-7 GS I Jo No. 16012A 5/19/2016 Check frame for 1 /2 of seismic load 750 lbs/col 5 lonis 2280 Tl 6 SK-1 May 19, 2016 at 11 :13 AM frame.r3d Page 12 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • Company Designer Job Number Joint Coordinates and Temperatures 3 I 4· 5 6 Label N1 ·N2 . NS · N6 xrm 28 Hot Rolled Steel Design Parameters Label Shane Lenath ... Lbvvfftl Lbzzfftl 1 M1 HR1A 28 .2 _··rv12 HR1A :11 3 M3 HR1A 10 4: .. · .. ,li,14" ·hJR1A _··10 5 MS HR1A 10 Hot Rolled Steel Properties Label E fksil 1 A36 Gr.36 29000 -.'2· '. A572,Gr.50 .. :29000 .. 3 A992 29000 4 '. ..As·oo Gr:42 .. 29000 · 5 A500 Gr.46 29000 Hot Rolled Steel Section Sets y [ftl z [ftl 10 0 . :-· .. oc.· 0 0 0 Temn [Fl 0 o: 0 0 May 19, 2016 12:47 PM Checked By: Detach From Dian ... Lcomn to ... Lcomp bo ... Kvv Kzz Cm-wCm-77 Cb v swa"z swav Function I I I Lateral .J, ... I.lateral I I Lateral .. . '. :·1 l[ateral .. . . ' I I Lateral G fksil Nu Therm r 1 E5 F) Densitvrk/ft"31 Yieldfksil 11154 .3 I .65 .49 36 11154. '. : .3. ·r : ... : .6s .· . :)rn .SQ. 11154 .3 I .65 .49 50 11154'.. -, __ .3. . t.~· .. 65. ..49 42 11154 .3 I .65 .49 46 ~~-=La=b=el~~~S=h=-a =e-~_T...,_y,..p~e~--.-'D=e=si,,,_,n~L=is=t ~~M=at=e=ria-1 ---.-=D=e=si-=n~R~u=le=s .--"A-'-l.=in=.2,---.__,_,,I_ .,,.....,.[in~4J,__,__l~zz [in4] J [in4] 1 HR1A HSS10X4X4 I Beam Tube A500 Gr.46 T ical 6.155 17.701 74.544 47.306 Member Primary Data Label I Joint J Joint KJoint Rotatefdea) Section/Shane Tvne Desian List Material Desinn Rules 1 M1 N1 N2 I HR1A Beam Tube A500 Gr.46 Tvoical 2.· ·~ :-' .M2 N'i. N3 J HR1A .. .Beam-tube AP00.Gr.46 . tvoical 3 M3 N4 N1 I HR1A Beam Tube A500 Gr.46 Tvoical '' ' •. NS. . N2 4-M4 -. r HR1A Beam Tube A50QGrA6· Tvofca.1 5 MS N6 N3 I HR1A Beam Tube A500 Gr.46 Tvoical Member Distributed Loads (BLC 1 : Dead) 1 2 Member Label M1 M2 Direction y y Start Ma nitude Start Location ft % End Location ft % -.15 -.15' Member Distributed Loads (BLC 2 : Roof LiveJ Mem erLabel 1 M1 2 .. M2 RISA-3D Version 9.0.1 GSSI Job No. 16012A 5/19/2016 Direction Start Ma nitude k/ft d .. End Ma nitude k/ft d... Start Location ft% End Location[ft, % y -.2 -.2 0 0 y 0 [P:\CRB Engineers\lonis Tl -16012A\Engineering\Calculations\2280\frame.r3dl Page 1 lonis 2280 Tl Page 13' of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Company Designer Job Number Joint Loads and Enforced Displacements (BLC 3 : Seismic) May 19, 2016 12:47 PM Checked By: Joint Label LDM Direction Maanitudeffk k-ft),__([n,rad), (k*sA2/ft, k*ftA2)] _ 1 N1 L X .75 2.-N2 .L .-}(_ -.7..5 ----·-- 3 N3 L X .75 Member Point Loads Member Label Direction Ma nitude k k-ft Location ft O o No Data to Print ... Load Combinations Descriation Solve PD ... SR. .. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 . 7E Yes Y EL . 7 I ·2. IBC f6-5·: Yes· Y DL 1.2 EL t RLL · .5: ·' . . . 1 3 IBC 16-7 Yes Y DL .9 EL 1 I Joint Reactions (By Combination) LC Joint Label Xfkl Yfkl Zfkl MX fk-ftl MY fk-ftl MZfk-ft]_ 1 1 N4 -.429 -.089 0 0 NC NC 2,: j ·.Ns. ,. --. -.637 ·. -e.i:22 " .:0: ·o: ·Ne NC ·---, . -- 3 1 N6 -.509 . 211 0 0 NC NC .. 4 ... .. Nt NC NC LOCKED Ne. NC N'C : _t. ,· 5 1 Totals: -1'.575 0 0 6 f .COG <ft\:-NC NC Ne " - 7 2 N4 1.497 4.192 0 0 NC NC 8 .2 Ns -2.302 · 7:602 -(i -.. 0 NC. NC . 9 2 N6 -1.444 2.691 0 0 NC NC 10. i ,,. N1 NC NC .LOCi<E:I5 NC -~ ' NC NC ,, 11 2 Totals: -2.25 14.485 0 12. 2. . .COG fft)i X: 22.595 .. · Y: 9:'74-: ,. 2:0 . .. , -_,_ 13 3 N4 .451 2.112 0 0 NC NC "1-4 :t NS. -1.612 3.809' jj' -· 0 NC. .NC 15 3 N6 -1.089 1.568 0 0 NC NC · 16: 3 N1 NC NC ., LOCKED Ne Ne NC 17 3 Totals: -2.25 7.489 0 ta:: :s -COG lft):. X:2t638 Y: 9.622 z:o .,, ,, Member Section Forces LC Member Label Sec Axialfkl v Shearfkl z Shear[k] ITorgue[k-ft] y_-y_ Momentrk-ftl z-z Moment[k:ft]_ 1 1 M1 1 .096 -.089 o o I 0 -1.378 2 2 . .. 09Ef . -.08'9 a'· .b. Cl .. ._;-.753 ,• 3 3 .096 -.089 0 0 0 -.129 4 4 .096 ~:oag 6 0 .. 0 '. .495· ,, -5 5 .096 -:089 0 0 0 1.12 {f 1 .. '. ·M2· . 1 -.016. ._ •. ,..2.1'1 (j' :o .0 ..-1.662 7 2 -.016 -.211 0 0 0 -.766 8 3 ~.016 .· -,,2f1 () ·o. . b. .. .13 9 4 -.016 -.211 0 0 0 1.025 .Hf s: ,-.01.6 -.. ":".2,111 O· . :o· 0, 1.921 11 1 M3 1 -.089 .429 0 I 0 0 2.909 .12'.. .. ----:.-.oa9: .429 0 .0 0 1..837 ... ----2 13 3 -.089 .429 0 I 0 0 .766 14-•, -4 -:m39 ,.429 0 b. .·o . -:306 " .. RISAG-535D1 JVoberNs 0 io_ 1n6091.20A.1 [P:\CRB Engineers\lonis Tl -16012A\Engineering\Calculations\2280\frame.r3dl Page 2 lonis 2280 Tl Page 14'of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Company Designer Job Number Member Section -Forces (Continued) LC Member Label Sec Axialfkl vSheankl z Shearrkl Torouerk-ftl 15 5 -.089 .429 0 0 1~6· 1 C ~-M4 1 "-:122 .. .637 -0, ,cf .. 17 2 -.122 .637 0 0 Jff, ,. 3;· .. .,122: .637, o, ·o .: 19 4 -.122 .637 0 0 20-'· ·, ,. 5 ,, -.122 :637 o; 0 -, ,, ,, '•,,. 21 I 1 I M5 1 .211 .509 0 0 ,, 22·· -2, .. :211 " :509 0, . ,d 23 I 3 .211 .509 0 0 24.. " " 4 :211 .509 0 ... 0, ,' 25 I 5 .211 .509 0 0 ·.26 ·-M1 ., 1 2.247 3.941 O.· a, 2 27 2 2.247 1.805 0 0 28. .. ·3'' :2:241 -.331 :. 0. 0 --,, 29 I 4 2.247 -2.467 0 0 30' 5·_ 2·.247 . 4:603 .o·:_ ,. . ---0: .. 31 2 I M2 1 .694 2.748 0 0 .:,32:, " ,. 2 ;694 1°.45.1 0 . , .0 ·,·: - 33 I I 3 .694 .154 0 0 ,·34 -, __ , ., ,,. 4 ~694. -~:1-4'.2 ,(). _ ,,, ·o-.. --: ·- 35 5 .694 -2.439 0 0 · 36. 2·. . M3 1. . 4.1'92 . -.1.492 ' 0 0 ,, , ,, 37 2 4.129 -1.492 0 0 .38:. --3 4.067 .,.1..492 'lt .. 0: 39 4 4.004 -1.492 0 0 40 5' 3.941 -1A92 d'. 0 ,, -· 41 2 M4 1 7.602 2.311 0 0 42, 2 7.539 2.3·11 0 ' 0 - -· 43 3 7.476 2.311 0 0 44. 4 7.413 2.311 d. d- 45 5 7.351 2.311 0 0 46 2' ·:M5. 1 ,, 2.691 1'.448 (j 0 ,. 47 I 2 2.628 1.448 0 0 48 3. 2.565, 1.448 () .CL.·. ,, 49 4 2.502 1.448 0 0 ,,50·,: ,. ,, 5.: . 2.439 1:448 0: ,. 0 51 3 M1 1 1.201 1.924 0 0 .52 , , 2 t.201 .. .847 0 ·,, ·O 53 I 3 1.201 -.23 0 0 -54 -, , 4 ·1.201 -1:307 0 " 0 ,. -, 55 5 1.201 -2.384 0 0 .. 56 3. ,,,. M2 : 1 .339 1.236. 0 0 57 2 .339 .582 0 0 58. , , a ·:339. . -.071 0. 6 , ,, 59 4 .339 -.725 I 0 0 .. 60 JL .339 . -1..379 , . , <f 0 61 3 M3 1 2.112 -.449 0 0 . 62. ,, 2. . 2:065· . .,.449., .0, -0·, .. ,. .. 63 3 2.018 -.449 0 0 64. 4.: 1.971· ·-)i49 o: ..... d 65 5 1.924 -.449 0 0 66. 3 .·. ., M4 1 . 3°.809 1:6-16 (j -0 ---- 67 2 3.762 1.616 0 0 ea: -3. 3.714. 1'.61°6 , o.: 0, ., ., .. , 69 4 3.667 1.616 0 0 70 5 .. 3.62 .· 1.616 () :·. o: 71 3 M5 1 1.568 1.09 0 0 v-v Momentrk-ftl 0 0 0 . , '0 0 0 0 -;o 0 o: 0 :() 0 0 0 .. :d 0 '0 0 , , ·(} 0 ff 0 , ,, .Q, 0 ., ,0 0 () 0 {j 0 0 0 0 0 . , ,, , 0.' 0 " 0 0 ,, -0 0 ----~ ' (j 0 ,,. O· - 0 .. ·-o. -· 0 , 0 . , 0 -0 0 .. (j ·-0 .Cl 0 () 0 : a ,. . ,. May 19, 2016 12:47 PM Checked By: z-z Momentrk-ftl -1.378 3·:59, 1.997 .:404 -1.189 ;2.ta-2 _· 3.17 f897. .624 .. -.648 -1.921 12.942 -7.169 -12.329 -2.537 . 22:206 9.523 :6 -2.812 -.712 6.899 .-1:914 1.755 5.484 9.213 12:942 10.427 ·4:649 -1.128 A3.'905 -12.683 7'.576 3.957 .338 -3.281 ~6·.'899 5.55 . :-4.148 -6.308 -,.929 11.988 3,625 -.24 -1.326 .367 4.838 1.063 . ·_·2.185 3.307 4-.429 5.55 7.798 3.757 ... 283 -4.323 -8.363 6.063 - RISA-3D Version 9.0.1 [P:\CRB Engineers\lonis Tl -16012A\Engineering\Calculations\2280\frame.r3dl Page 3 GSSI Job No. 16012A Jonis 2280 Tl Page 15'of 92 5/19/2016 ,I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Company Designer Job Number Member Section Forces (Continued) LC Member Label Sec Axialfkl ·t2 2 1.52 _ .. 73 3 1.473 . .74, 4 . ... .. .. ... 1.426 75 5 1.379 v Shearfkl z Shearfkl Torauefk-ft v-v Momentfk-ftl 1'.09 .. .o· . . 0 . . ·(j 1.09 0 0 0 1..09. 0 0 0 . · . .. 1.09 0 0 0 Member A/SC 360-05: LRFD Steel Code Checks LC Member Shage UC Max Locfftl Shear .. . Locfftl Dh nhi*Pncfkl nhi*Pntrkl nhi*Mn\/\/Tk-ftl 1 1 M1 HSS1OX4X4 .022 0 .001 0 V 35.421 254.799 28.637 ·§ . 1'. ·M2 HSS1OX4X4 .029 1-7 :002· 0 V 95.952 .. 254.79'9 28;637 3 1 M3 HSS1OX4X4 .045 0 .004 0 V 174.776 254.799 28.637 ·.-4. :,.1 .. .· .. M4. HSS1OX4X4 . .055 .-0. .:006 0 v 174.176. 2s4:199, . 28,637 5 1 MS HSS1OX4X4 .049 0 .005 0 V 174.776 254.799 28.637 6 2, ··M1. HSS1cix4X4 .• 3,7.1' 28. ..043·' 28. :v. 35.421-·.-251tigg· · 2f3;63i 7 2 M2 HSS1OX4X4 .149 0 .026 0 V 95.952 254.799 28.637 .. 8 2 ··M3 · HSS16X4X:4 ,.209 . 10 '.014 · 0 V 17.4.776'. -254,tgg:· .. 2a:537: 9 2 M4 HSS1OX4X4 .215 10 .022 0 V 174.776 254.799 28.637 .. ·2 . MS .HSS1OX4X4 :.123. b . .013 0 \J 174.776 2S4.799 28.'637 10 11 3 M1 HSS1OX4X4 .200 28 .022 28 V 35.421 254.799 28.637 .. ·12 ·3_ M2 HSS1OX4X4 :01'6· . 1T .d13 .17 V . ,95,952· 2'5~.19~:f 28.63'7 13 3 M3 HSS1OX4X4 .090 10 .004 0 V 174.776 254.799 28.637 · 'j'4 3 .-M4 HSS1OX4X4. ... 1'38· to .015, (j V ... 174.776.· 254.799:, 28.637 15 3 MS HSS10X4X4 .097 0 .010 0 V 174.776 254.799 28.637 Joint Deflections LC Joint Label Xfinl Y finl ·znn1 X Rotation rra .. :V Rotation rra ... 1 1 N1 .075 0 0 0 0 .. 2. t N2 .675 0 '0. . b.:. .. :0 3 1 N3 .075 0 0 0 I 0 -~ 4'. ,1· N4 .0 . 0'. 0 .tr. . . b ... ., 5 1 NS 0 0 0 0 0 .. 6 .t N6 •' 0 . b ti . :0. 0 .. ... . . 7 2 N1 .146 -.003 0 0 0 :8. 2 N2 .. .142. .a.O05 0 d .. . 0 _,,. 9 2 N3 .141 -.002 0 I 0 0 10 2·-N4 0 .o·_ 0 , .. .. 0: .. 0 11 I 2 NS 0 0 0 0 0 12 2 N6 . b .0 .. b. d'. 0 ... · . 13 3 N1 .127 -.001 0 0 0 ~.14 3 N2 .124 -.002 0 .o . ·b 15 3 N3 .124 0 0 0 0 ::16-3. N4 o· o. 0-.. i'.f ,.--0 .. .· . 17 3 NS 0 0 0 0 I 0 ·.18 3-. N6 o· 0 0 .0 .. 0 .. May 19, 2016 12:47 PM Checked By: z-z Momentrk-ftl . 3.338 . 612 ·,.2.113 -4.838 . ghi*Mn... Cb Eon 65.422~.2351 H1-1b 65:422' 2:245 ·H:1-fQ 65.422 12.1691 H1-1b 65 .. 422· 2.227-HHb 65.422 2.194 H1-1b 65.422 2:012 Fl1--tb 65.422 3 H1-1b -65.422 1.855 HHb- 65.422 ~.237 H1-1b 65.4222.254 :HHQ- 65.422 2.128 H1-1b 65.422: _3· H1-1b 65.42211 .478 H1-1b 65.42212:259 .f;l1-1b 65.422 /2.232 H1-1b Z Rotation rradl -6.375e-4 -3.365e-4. -5.198e-4 o. 0 0 -4.566e-3 9.393e-4 -2.816e-4 0 0 0 -2.753e-3 2.3sse-4 -5.O98e-4 o. 0 0 RISA-3D Version 9.0.1 [P:\CRB Engineers\lonis Tl -16O12A\Engineering\Calculations\228O\frame.r3dl Page 4 GSSI Job No. 16012A lonis 2280 Tl Page 16'of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb] ,:,,s., Profis Anchor 2.6.5 Page: Project: Sub-Project I Pos. No.: Kwik Bolt TZ • SS 304 5/8 (4) hef,ept = 4.000 in., hnom = 4.438 in. AISI 304 ESR-1917 2/22/2016 I 5/1/2017 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.500 in. Date: 5/19/2016 S;g%-l&b2xrt=,;1•m(e Ix x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Rectangular HSS (AISC); (L x W x T) = 10.000 in. x 4.000 in. x 0.250 in. cracked concrete, 3000; fc' = 3000 psi; h = 8.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 b~r Tensio!J load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) z: ' ~t §. ' ' ' Input data 1¥!~Ull'l.ID!W be.p)l.,wi~Jor agreement with the existing conditions and for i:\ll!USibiliJIA= .Tl PROFIS ArleffilR'd-1~fuo9tpjj\tl flie, FL-9494 Schaan Hllti is a registered Trademarkllf~ fli~~rr.ran 5/19/2016 Page 17 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,:,is., www.hilti.us Profis Anchor 2.6.5 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pas. No.: Phone I Fax: E-Mail: 2 Proof I Utilization {Governing Cases) Loading Tension Shear Loading Proof Concrete Breakout Strength Steel Strength Combined tension and shear loads 3 Warnings PN 0.270 • Please consider all details and hints/warnings given in the detailed report! Date: Design values [lb] Load Capacity 3000 11121 1250 6078 pv I; 0.206 5/3 Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties 5/19/2016 Utilization IJN f lJv [%] Status 27 /-OK -/ 21 OK Utilization IJN,v [%] Status 19 OK • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in . Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calctJlation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application . • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hifti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you • Input data 'll<Q.J"@!Ulf! IDll,5/: be ,pll.iwi~Jor agreement with the existing conditions and for Jlll!usibilMAll .Tl PROFIS Atlaicf-{•tj~~09~d lit&, FL-9494 Schaan Hilt! Is a registered Trademark\51~ Jl<E!:-:5(:tta'an 5/19/2016 Page 18 of 92 ., • 1:11'ri._.,,~"'!..~,J;. I • p~~=11..F • • • • • • • • • • • • • • • • • • • • • • • • • I CUI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·File= p:\C.RBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 · .• . ENE~CALC, IN(::.1!J83-2016, Build:6.16.4.15, Ver:6.16,4.1.5 Description: CODE REFERENCES ------·· -. 7 ------------------------------------------------------------- Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 . MatQri~I. Pr-0perties ______ ,, _____ · _. · ______ ~; _________________________ _ Analysis Method : Load Resistance Factor Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Fy : Steel Yield : 46.0 ksi 29,000.0 ksi E: Modulus: Bending Axis : Major Axis Bending D 0.08 Lr0.16 "' "' "' "' "' ~ ·::1, Span =28.0 ft 6 HSS10x4x1/4 ; Applied Loac_ts " ________ ,, _____ ·. __ . ·----~ _______ S_e_rv_ic_e_lo_a_d_s_e_nt_er_e_d._L_o_ad_Fa_c_to_rs_w_i_ll _b_e _ap_p_lie_d_f_o_r ca_lc_u_la_tio_n_s_ . Beam self weight NOT internally calculated and added Uniform Load: D = 0.010, Lr= 0.020 ksf, Tributary Width= 8.0 ft . ~QESIGNSUMMARY ----~ Maximum Bending Stress Ratio = 0.526 : 1 Section used for this span . HSS10x4x1/4 Mu : Applied 34.496 k-ft Mn * Phi : Allowable 65.550 k-ft Load Combination +1.200+1.60Lr+0.50L +1.60H Maximum Shear Stress Ratio = Section used for this span Vu :Applied Vn * Phi : Allowable Load Combination Design OK Location of maximum on span 14.000ft Span # where maximum occurs Span # 1 Location of maximum on span Span # where maximum occurs 0.046: 1 HSS1 0x4x1/4 4.928 k 107.663 k +1.200+1.60Lr+0.50L +1.60H 0.000 ft Span# 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 1.024 in Ratio = 0.000 in Ratio= 1.539 in Ratio = 0.000 in Ratio = 327>=240 . 0 <240.0 218 >=180 0 <180 .-:-:::;~:-:--:--=::;:;:::;=;::::::;c:::;::::::::-;::=:;::-::;::::;;:;:-::::-:~;=::;::::=;=:=:::::;;-----------------------------------------------·-. J'~ax,murri-Fo~ces &Str~s~e~foTLo~il G._orribfoations ----~ Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V max Mu+ max Mu -Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx +1.400+1.60H Dsgn. L = 28.00 ft 0.167 0.015 10.98 10.98 72.83 65.55 1.00 1.00 1.57 119.63 107.66 +1.20D+0.50Lr+1.60L +1.60H Dsgn. L = 28.00 ft 0.263 0.023 17.25 17.25 72.83 65.55 1.00 1.00 2.46 119.63 107.66 +1.200+1.60L +0.50S+1.60H Dsgn. L = 28.00 ft 0.144 0.012 9.41 9.41 72.83 65.55 1.00 1.00 1.34 119.63 107.66 +1.200+1.60Lr+0.50L +1.60H Dsgn. L = 28.00 ft 0.526 0.046 34.50 34.50 72.83 65.55 1.00 1.00 4.93 119.63 107.66 +1.200+1.60Lr+0.50W+1.60H Dsgn. L = 28.00 ft 0.526 0.046 34.50 34.50 72.83 65.55 1.00 1.00 4.93 119.63 107.66 +1.20D+0.50L +1.60S+1.60H Dsgn. L = 28.00 ft 0.144 0.012 9.41 9.41 72.83 65.55 1.00 1.00 1.34 119.63 107.66 +1.200+1.60S+0.50W+1.60H Dsgn. L = 28.00 ft 0.144 0.012 9.41 9.41 72.83 65.55 1.00 1.00 1.34 119.63 107.66 +1.200+0.50Lr+0.50L +W+1.60H Dsgn. L = 28.00 ft 0.263 0.023 17.25 17.25 72.83 65.55 1.00 1.00 2.46 119.63 107.66 +1.20D+0.50L +0.50S+W+1.60H Dsgn. L = 28.00 ft 0.144 0.012 9.41 9.41 72.83 65.55 1.00 1.00 1.34 119.63 107.66 +1.20D+0.50L +0.20S+E+1.60H Dsgn. L = 28.00 ft 0.144 0.012 9.41 9.41 72.83 65.55 1.00 1.00 1.34 119.63 107.66 +0.90D+W+0.90H Dsgn. L = 28.00 ft 0.108 0.009 7.06 7.06 72.83 65.55 1.00 1.00 1.01 119.63 107.66 +0.90D+E+0.90H Dsgn. L G~1°Jofb No. 16012A 0.108 0.009 7.06 loriis 2280 Tl 7·06 72.83 65.55 1.00 1.00 1->ghe 2b1St6~2 107.66 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'Fije ;: p:\CRBl;:NG-1\IQNIST-1\ENGINE-,1\CALCUL-112280\IONIS2-tEC6 -_ ,E!'IERCALC, IN.C, 1983-2016, Build:6.16.4.15, Ver:6.16.4,15 . Description: CB2Typ CODE REFERENCES -... ~ ----~ · --. ·7 " "_,~._..,·',':,.....,..,,.-•_• ___ ,. __ w' ----·~-~ _______ ff..,._ ~--------------------------- Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 , _. Materi~!. Pro~erties_ -__ ~--~--------~· __ _ ; ~---------------------------An a I y sis Method : Load Resistance Factor Design Fy : Steel Yield : 46.0 ksi 29,000.0 ksi Beam Bracing : Beam is Fully Braced against lateral-torsional buckling E: Modulus: Bending Axis·: Major Axis Bending ------------------------------------------------------------------ 0(1,B) LI3.7) D008 0.16 T T ,. T T r :: _· 'I 0 Span= 14.50 ft b HSS10x4x1/4 '-------------------------------------------------------~---------- Service loads entered. Load Factors will be applied for calculations . --A~plied-L9ads-:-· -_,_ --_ ---_ ~-.. ---l ~----------------------------Be am self weight NOT internally calculated and added Uniform Load: D = 0.010, Lr= 0.020 ksf, Tributary Width= 8.0 ft Point Load: D = 1.80, Lr= 3.70 k@7.250 ft -D1;$/GN SUMMARY -' Maximum Bending Stress Ratio = 0.588: 1 Section used for this span HSS1 0x4x1/4 Mu : Applied 38.541 k-ft Mn * Phi : Allowable 65.550 k-ft Load Combination +1.200+1.60Lr+0.50L +1.60H Maximum Shear Stress Ratio = Section used for this span Vu :Applied Vn * Phi : Allowable Load Combination Design OK Location of maximum on span 7.250ft Span # where maximum occurs Span # 1 Location of maximum on span Span # where maximum occurs 0.061 : 1 HSS10x4x1/4 6.592 k 107.663 k +1.20D+1.60Lr+0.50L +1.60H 0.000 ft Span# 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.262 in Ratio= 0.000 in Ratio = 0.391 in Ratio = 0.000 in Ratio = 663>=240. 0 <240.0 446 >=180 0 <180 ___ :Maximum ·Forces&·strisses· forioad Combinations-· -, Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span# M V max Mu+ max Mu-Mu Max Mnx +1.40D+1.60H Dsgn. L = 14.50 ft 0.184 0.019 12.08 12.08 72.83 +1.20D+0.50Lr+1.60L +1.60H Dsgn. L = 14.50ft 0.292 0.030 19.16 19.16 72.83 +1.20D+1.60L +0.50S+1.60H Dsgn. L = 14.50 ft 0.158 0.016 10.35 10.35 72.83 +1.20D+1.60Lr+0.50L +1.60H Dsgn. L = 14.50 ft 0.588 0.061 38.54 38.54 72.83 +1.20D+1.60Lr+0.50W+1.60H Dsgn. L= 14.50ft 0.588 0.061 38.54 38.54 72.83 +1.20D+0.50L +1.60S+1.60H Dsgn. L = 14.50 ft 0.158 0.016 10.35 10.35 72.83 +1.20D+1.60S+0.50W+1.60H Dsgn. L = 14.50 ft 0.158 0.016 10.35 10.35 72.83 +1.20D+0.50Lr+0.50L +W+1.60H Dsgn. L= 14.50ft 0.292 0.030 19.16 19.16 72.83 +1.20D+0.50L +0.50S+W+1.60H Dsgn. L = 14.50 ft 0.158 0.016 10.35 10.35 72.83 +1.20D+0.50L +0.20S+E+1.60H Dsgn. L = 14.50 ft 0.158 0.016 10.35 10.35 72.83 +0.90D+W+0.90H Dsgn. L = 14.50 ft 1 0.118 0.012 7.76 7.76 72.83 +0.90D+E+@:!IJ8t No. 1601 fA Dsgn. L511 0.118 0.012 7.76 lonis 2280 Tl 7_76 72.83 Summary of Shear Values Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx 65.55 1.00 1.00 2.07 119.63 107.66 65.55 1.00 1.00 3.28 119.63 107.66 65.55 1.00 1.00 1.78 119.63 107.66 65.55 1.00 1.00 6.59 119.63 107.66 65.55 1.00 1.00 6.59 119.63 107.66 65.55 1.00 1.00 1.78 119.63 107.66 65.55 1.00 1.00 1.78 119.63 107.66 65.55 1.00 1.00 3.28 119.63 107.66 65.55 1.00 1.00 1.78 119.63 107.66 65.55 1.00 1.00 1.78 119.63 107.66 65.55 1.00 1.00 1.33 119.63 107.66 65.55 1.00 1.00 f.~~e 2M!6~2 107.66 ~ ~ ~ Typ~ PLB™-36 or HSB® ... 36 ~ .{ • . ,~. 1 ½" Deep Roof Deck .. Primer Painted or Galvanized 111 ~ Allowable Uniform Loads (psf) SPAN (ft-in.) • ., • fij SPAN GAGE 4'-0" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" fP ,, • fl! fj ! ;; w ...I (!) z -u, 22 20 18 16 22 Stress 185 118 98 82 70 60 53 46 U240 185 95 71 55 43 34 28 23 Stress 223 149 123 104 88 76 66 58 U240 229 117 88 68 53 43 35 29 Stress 300 204 168 141 120 104 90 80 U240 ••• 160 120 93 73 58 47 39 Stress 300 259 214 180 153 132 115 101 U240 ••• 200 150 116 91 73 59 49 Stress 194 124 103 86 73 63 55 . 49 U240 ••• ••• • •• • •• ••• ••• • •• ••• Stress 244 156 129 108 92 80 69 61 41 37 33 30 19 16 14 12 52 46 41 37 34 31 28 24 20 17 15 13 11 10 70 63 56 51 46 42 38 33 27 23 20 17 15 13 89 80 72 65 59 53 49 41 34 29 25 22 19 16 43 38 34 31 ••• ••• ••• 30 54 48 43 39 35 32 30 ~-w :: ~ 20 L/240 ... ... ... • •• \,. ... ••• ... ... ... 43 37 32 27 24 A.... 0 Stress 300 212 175 147 125 108 94 83 73 65 59 53 48 44 40 ~ 18 ~ Q U240 ••• ••• ••• ••• ••• ••• ••• ••• ••• ••• 56 48 42 36 32 --• ~ 4lf ~ ~ 4li el w ..J 0. ii I- 16 22 20 18 16 Stress 300 262 217 182 155 134 117 103 91 U240 ••• ••• • •• • •• ••• ••• ••• • •• ••• Stress 243 155 128 108 92 79 69 61 54 U240 ••• ••• • •• • •• 86 69 56 46 39 stress 300 195 161 136 116 100 87 76 68 U240 ••• ••• • •• 132 1iQ4 83 68 56 47 Stress 300 · 265 219 184 157 135 118 103 92 U240 ••• ••• • •• 175 138 110 90 74 62 Stress 300 300 271 228 194 167 146 128 113 81 73 66 60 54 50 ••• 70 60 52 45 40 48 43 39 33 28 24 60 54 49 37 39 33 29 19 82 73 66 50 52 44 38 fnl 28 25 101 91 82 74 68 62 • • ~ U240 +++ +++ +++ 218 172 137 112 92 77 65 55 47 41 35 31 • ~otes: -•a . Stress = Uniform load which produces maximum allowable stress in deck. '-' . U240 = Uniform load which produces U240 deflection in deck . • d 3. Self-weight of the deck should be included when determining dead load. 4. The symbol +++ indicates allowable uniform load based on deflection exceeds allowable uniform load based on stress. •1 . -~ GSSI Job No. 16012A .... 5/19/2016 lonis 2280 Tl Page 22 of 92 • J www.vercodeck.com VERCO DECKING. INC . VR3 IJ 26 8 35 12 45 14 27 21 37 28 46 35 34 17 46 22 57 27 29 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • WoodB~am •••••• Description: RB1 Typ (E) 4x14 Purlin w/ New Mech Loading File ,;:P:\CRBENG-1~ONIST-1\ENGINE-:-1\C,:A~CUL-1\2,28,0\IONIS2-1.EC6 ;N~~.CALC, INC, 1983-2016, Bu[ld:6.-16.5;11, \ler.6.16,5:11 ._. COQER~FERENCES. ___ . _________ _ ___ : ____________________ _ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ;A.SCE 7-10 Wood Species : Douglas Fir -Larch Wood Grade : No.1 Fb-Tension Fb-Compr Fc-Prll Fe-Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 1,350.0 psi 1,350.0 psi 925.0psi 625.0psi 170.0psi 675.0 psi E : Modulus of Elasticity Ebend-xx 1,600.0 ksi Eminbend -xx 580. O ksi Density 31.20pcf ~----------------------------------------·-------------··----·1 010.00lWo.1si 4x14 Span=24.0ft Strengthen (E) purlin with new L VL see page 24 and 25 .App)ied·Loads · _____ · ----·---.. -·----7"'----S_erv_ic_e_lo_ad_s_e_n_te_re_d_. _Lo_a_d_F_a_ct_o_rs_w_il_l b_e_a_p_pl_ie_d_fo_r_c_al_cu_la_t_io_ns_._ Uniform Load: D = 0.0160, Lr= 0.020 ksf, Tributary Width= 8.0 Point Load : D = 0.750 k@ 12.0 ft : . DESIGN SUMMARY I Maximum Bending Stress Ratio i Section used for this span i fb: Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = = = = 1.7521 4x14 2,957.01 psi 1,687.50psi +D+Lr+H Maximum Shear Stress Ratio Section used for this span fv: Actual 12.000ft Span# 1 1.107 in Ratio = 0.000 in Ratio = 2.338 in Ratio = 0.000 in Ratio = Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 260<360 0<360 123<180 0<180 . Maximum: FoFce~ & Stresses'lorioad Comliifrations·~ - = = = = = 0.537: 1 4x14 114.12psi 212.50 psi +D+Lr+H 0.000ft Span# 1 I . --·-·-. __ ,,__·----~-~~ -. ·-----------------~-~-..... ' _.. _/· . ~~~~----------------------Max Stress Ratios Moment Values Load Combination Segment Length Span# M V Cd CFN C; Cr Cm Ct CL M fb F'b +D+H Length = 24.0 ft +D+L+H Length = 24.0 ft +D+Lr+H Length = 24.0 ft +D+S+H Length = 24.0 ft +D+0.750Lr+0.750L +H Length = 24.0 ft +D+0.750L+0.750S+H 1.323 1.190 1 1.752 1.035 1.552 GSSI Job No. 16012A 5/19/2016 0.376 0.338 0.537 0.294 0.470 0.90 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.25 1.000 1.00 1.000 1.00 1.15 1.000 1.00 1.000 1.00 1.25 1.000 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 lonis 2280 Tl 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.72 1.00 1.00 13.72 1.00~ 1.00 25.24 1.00 1.00 13.72 1.00 1.00 22.36 1.00 1,607.16 1,607.16 2,957.01 1,607.16 2,619.55 0.00 1215.00 0.00 1350.00 0.00 1687.50 0.00 1552.50 0.00 1687.50 0.00 Shear Values V fv F'v 0.00 0.00 1.78 57.46 0.00 0.00 1.78 57.46 0.00 0.00 3.53 114.12 0.00 0.00 1.78 57.46 0.00 0.00 3.09 99.96 0.00 0.00 Page 23 of 92 0.00 153.00 0.00 170.00 0.00 212.50 0.00 195.50 0.00 212.50 0.00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • W9od:Bearn File = P:\CRBENG-1\IOflllST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 . ENERCALC, INC.1983-2016, Build:6.16.5.)1, Ver:6.16.5.11 •••••• Description: RB1 Typ (E) 4x14 Purlin w/ New Mech Loading Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v Length = 24.0 ft 1 1.035 0.294 1.15 1.000 1.00 1.00 1.00 1.00 1.00 13.72 1,607.16 1552.50 1.78 57.46 195.50 +D+0.60W+H 1:000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 0.744 0.211 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.72 1,607.16 2160.00 1.78 57.46 272.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.744 0.211 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.72 1,607.16 2160.00 1.78 57.46 272.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 1.213 0.367 1.60 1.000 1.00 1.00 1.00 1.00 1.00 22.36 2,619.55 2160.00 3.09 99.96 272.00 +D+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft . 1 0.744 0.211 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.72 1,607.16 2160.00 1.78 57.46 272.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.744 0.211 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.72 1,607.16 2160.00 1.78 57.46 272.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.446 0.127 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.23 964.30 2160.00 1.07 34.48 272.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.446 0.127 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.23 964.30 2160.00 1.07 34.48 272.00 , Overall, Maximum Deflections . · ~ ,.,_ ~ -------·· ---------·-~--------·---·---.-·~-~A•----~ ........ -~ .. ~--..... ________ _,,. Load Combination Span Max.•.• Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr+H 1 2.3377 12.088 0.0000 0.000 Verlical·R.eactio~------:.--~~~--=~------~'. ____ su_p_po_rt_n_ot_ati_on_:_F_ar_le_ft_is_#1 _______ v_al_ue_s_in_K_IP_s ______ _ Load Combination Support 1 Support i Overall MAXimum 3.831 3.831 Overall MINimum 1.147 1.147 +D+H 1.911 1.911 +D+L +H 1.911 1.911 +D+Lr+H 3.831 3.831 +D+S+H 1.911 1.911 +D+0.750Lr+0.750L +H 3.351 3.351 +D+0.750L +0.750S+H 1.911 1.911 +D+0.60W+H 1.911 1.911 +D+0.70E+H 1.911 1.911 +D+0.750Lr+0.750L+0.450W+H 3.351 3.351 +D+0.750L +O. 750S+0.450W+H 1.911 1.911 +D+0.750L +0.750S+0.5250E+H 1.911 1.911 +0.60D+0.60W+0.60H 1.147 1.147 +0.60D+0.70E+0.60H 1.147 1.147 DOnly 1.911 1.911 Lr Only 1.920 1.920 LOnly $Only WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Page 24 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description: Typical (E) Purling with new LVL Fil~ = P:~C_RBENG-111ONIST.;.1\ENGINE-,1\CALCUL-1\2280\IONIS2-1 ;EQ6, .ENER9(1LC,INC.198p-201p,.Build:6.16.5.t1, Ver:6.16.5.11 ::_ Q(pQ~R_~fERENCI;S.:_=~--~---·---=-~~--~i'----------------------- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination i\SCE 7-10 Fb-Tension Fb-Compr Fe-Prll Fc-Perp 2,900.0psi 2,900.0psi 2,635.0psi E: Modulus of Elasticity Wood Species : RedBuilt Wood Grade : Redlam LVL Beam/Joist Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling t 750.0psi 285.0psi 1,660.0psi Ebend-xx 2,000.0ksi Eminbend -xx 1,036.83 ksi Density 42.0pcf 'x 1.75x14 Span = 24.0 ft Increase strength of (E) 4x14 .----. purlins for 6 psf misc dead load and 750 lb point load __ Appli~d-!-Qa.d$ .· ~-~-·· · ____ ... ·-----· . ___ .._: __,__..,::.._ ______________ ___;_.:....._ ____ _ Uniform Load : D = 0.0060 ksf, Tributary Width = 8.0 ft Point Load : D = 0.750 k@ 12.0 ft . DESIGN SUMMARY -·· -~---·--·---·--- -----Maximum Bending Stress Ratio = 0.64Q 1 Maximum Shear Stress Ratio Section used for this span 1.75x14 Section used for this span fb: Actual = 1,670.06 psi fv: Actual FB : Allowable = 2,610.00psi Fv : Allowable Load Combination +D+H Load Combination Location of maximum on span = 12.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.919 in Ratio = 313>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 J\llaxirrn.im i:or9e§ ~!!"E!_~Se_~ f~ .[p~~-Comp.!_nati.c;>n..5; I Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Cj Cr . Cm C t CL M lb +D+H Length = 24.0 ft 0.640 0.214 0.90 1.000 1.00 1.00 1.00 1.00 1.00 7.96 1,670.06 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.576 0.193 1.00 1.000 1.00 1.00 1.00 1.00 1.00 7.96 1,670.06 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.461 0.154 1.25 1.000 1.00 1.00 1.00 1.00 1.00 7.96 1,670.06 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.501 0.167 1.15 1.000 1.00 1.00 1.00 1.00 1.00 7.96 1,670.06 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 0.461 0.154 1.25 1.000 1.00 1.00 1.00 1.00 1.00 7.96 1,670.06 +D+0.750L +O. 750S+H 1.000 1.00 1:00 1.00 1.00 1.00 GSSI Job No. 16012A lonis 2280 Tl 5/19/2016 = = = = = F'b 0.00 2610.00 0.00 2900.00 0.00 3625.00 0.00 3335.00 0.00 3625.00 0.00 Design OK 0.214: 1 1.75x14 54.88 psi 256.50 psi +D+H 0.000ft Span# 1 ----------~ ---------·-· __ J Shear Values V fv F'v 0.00 0.00 0.00 0.90 54.88 256.50 0.00 0.00 0.00 0.90 54.88 285.00 0.00 0.00 0.00 0.90 54.88 356.25 0.00 0.00 0.00 0.90 54.88 327.75 0.00 0.00 0.00 0.90 54.88 356.25 0.00 0.00 0.00 Page25 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I ,ti' I Description: Typical (E) Purling with new LVL Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr· Length =24.0ft 1 0.501 0.167 1.15 1.000 1.00 1.00 +D+0.60W+H 1.000 1.00 1.00 Length=24.0ft 1 0.360 0.120 1.60 1.000 1.00 1.00 +D+0.70E+H 1.000 1.00 1.00 Length =24.0ft 1 0.360 0.120 1.60 1.000 1.00 1.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 Length = 24.0 ft 1 0.360 0.120 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 Length= 24.0 ft 1 0.360 0.120 1.60 1.000 1.00 1.00 +D+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 Length= 24.0 ft 1 0.360 0.120 1.60 1.000 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 Length = 24.0 ft 1 0.216 0.072 1.60 1.000 1.00 1.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 Length= 24.0 ft 1 0.216 0.072 1.60 1.000 1.00 1.00 . · File= P:\CRBENG-1\IONIST.-1\ENGINE-1\CAlCUL-112280\IONIS2-1.EC6 ,, ' ,, ' ENE~CALC, ,~c: 1983-2016, ~uild:6.16.~;11, Yer:6.16.5.11 Moment Values Shear Values M fb F'b V fv F'v 1.00 1.00 1.00 7.96 1,670.06 3335.00 0.90 54.88 327.75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 7.96 1,670.06 4640.00 0.90 54.88 456.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 7.96 1,670.06 4640.00 0.90 54.88 456.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 7.96 1,670.06 4640.00 0.90 54.88 456.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 7.96 1,670.06 4640.00 0.90 54.88 456.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 7.96 1,670.06 4640.00 0.90 54.88 456.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 4.77 1,002.04 4640.00 0.54 32.93 456.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 4.77 1,002.04 4640.00 0.54 32.93 456.00 Overall Maximum Deflections. · · ~ : -·---· --~----------------------,--:---Max. "+" Defl Location in Span Load Combination Span Max.•.• Dell Location in Span Load Combination D Only 1 0.9192 12.088 0,0000 0.000 Values in KIPS Ve~i<:c!! ~e~.~ti~!Js, . ---·. ____ _ Support notation : Far left is #1 -_c,_, -·---'-----'-------------------------Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L +O. 750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly SOnly WOnly EOnly HOnly Support 1 0.951 0.571 0.951 0.951 0.951 · 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.571 0.571 0.951 Support2 0.951 0.571 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.951 0.571 0.571 0.951 Mall for 4x & 1 L VL=26.8 k-ft Mall for 4x &1 LVL=39.6 k-ft GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl . ...... • 2nd LVL as occurs per plan - Page 26 of 92 • • • • • • • • • • • • • • • • • • • • ·-• • • • • • • • • • • • • • • • • • • • • • _File =-P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-112280\IONIS2-1.EC6 ENERCALC, INC,_ 1983-?0jG, Bulld:6.16.5,11, Ver:6.16.5.11 Description : RB2 '.··CODE.REFERENCES-.~ -~----· .~ ~-----·--·---... --------~------. -_____ .,..... ________ ------~---'-------~-·' ------------------------------ Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,350.0psi 1,350.0 psi 925.0psi 625.0psi 170.0psi 675.0psi E: Modulus of Elasticity Load Combination ;A.SCE 7-10 Fb -Compr Fc-Prll Wood Species : Douglas Fir -Larch Fe -Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.20pcf ------------------------------------------------------------- t D(0.064.0.064) Lr(0.0810.08) * t 010.odi[Wo.osi t - 4x14 Span = 24.0 ft D(0.256.0.256) ~-----------------------------------------~----------.------------ ' )~~pliecfLoads -~ -·----' ---------------. Service loads entered. Load Factors will be ap Strengthen (E) purlin Uniform Load: D = 0.0160, Lr= 0.020 ksf, Tributary Wid-th-=-4-.0-ft------------------1 with new L VL see Point Load: D = 0.750 k@ 12.0 ft page 24 and 25 Varying Uniform Load: D{S,E) = 0.0160->0.0160, Lr(S,E) = 0.020->0.020 ksf, Extent= 0.0 --» 15.0 Varying Uniform Load: D(S,E) = 0.0640->0.0640 ksf, Extent= 15.0 --» 24.0 ft, Trib Wid -. I -DESIGN SUMMARY .. --------.. -"' -. · -·--: !Maximum Bending Stress Ratio -= 1.910: 1 1 Section used for this span 4x14 fb: Actual = 3,222.76psi Maximum Shear Stress Ratio Section used for this span fv: Actual FB: Allowable = 1,687.50psi Load Combination +D+Lr+H Location of maximum on span = 12.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.938 in Ratio= 0.000 in Ratio = 2.575 in Ratio = 0.000 in Ratio = Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 307<360 0<360 111 <180 0<180 L ______________________________________ --- = = = = = f ,tffflttUK1 0.644: 1 4x14 136.81 psi 212.50 psi +D+Lr+H 22.949ft Span# 1 -----~-------- ·IVliU'.i'!!_um,FQrces & Stres$esf~r LoJld.,; Coml:>iha!io~s __ ,_' _________________ _ Max Stress Ratios Load Combination Segment Length Spari# M V Cd CFN Cj Cr Cm C 1 CL +D+H Length = 24.0 ft +D+L+H Length = 24.0 ft +D+Lr+H Length = 24.0 ft +D+S+H Length = 24.0 ft +D+0.750Lr+0.750L +H 1.698 1.528 1.910 1.329 GSSI Job No. 16012A 5/19/2016 0.630 0.90 1.000 1.000 0.567 1.00 1.000 1.000 0.644 1.25 1.000 1.000 0.493 1.15 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 lonis 2280 Tl Moment Values M lb 17.60 17.60 ~7.501 17.60 2,062.74 2,062.74 3,222.76 2,062.74 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1215.00 2.98 96.34 153.00 0.00 0.00 0.00 0.00 1350.00 2.98 96.34 170.00 0.00 0.00 0.00 0.00 1687.50 4.23 136.81 212.50 0.00 0.00 0.00 0.00 1552.50 2.98 96.34 195.50 0.00 0.00 0.00 0.00 Page 27 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·-• • • • • • • • • • • • • • File = P:ICRBENG--j\lONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1,EC6 . . . .. . . Er,lERQALG,,INQ, 1!)83,-201.6,,B_uild_:6.16.5.11, \ler:?,16.5.11_ Description: RB2 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v Length = 24.0 ft 1 1.738 0.596 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.03 2,932.76 1687.50 3.92 126.69 212.50 +D+0.750L +0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1.329 0.493 1.15 1.000 1.00 1.00 1.00 1.00 1.00 17.60 2,062.74 1552.50 2.98 96.34 195.50 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.955 0.354 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.60 2,062.74 2160.00 2.98 96.34 272.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.955 0.354 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.60 2,062.74 2160.00 2.98 96.34 272.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 1.358 0.466 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.03 2,932.76 2160.00 3.92 126.69 272.00 +D+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.955 0.354 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.60 2,062.74 2160.00 2.98 96.34 272.00 +D+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.955 0.354 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.60 2,062.74 2160.00 2.98 96.34 272.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.573 0.213 . 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.56 1,237.64 2160.00 1.79 57.81 272.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.573 0.213 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.56 1,237.64 2160.00 1.79 57.81 272.00 , Overall:Maximum Deflections .--· · _.·. ~ ·-.-,~~ ·,_ -~----... ----···--= --~--~-----------· --Load Combination Span Max.•.• Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr+H 2.5748 12.175 0.0000 0.000 . Vertical -R~ctioils Load Combination --------·---~ Support notation : Far left is #1 Values in KIPS Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +O. 750S+0.450W+H +D+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 4.0?0 1.341 2.235 2.235 4.020 2.235 3.574 2.235 2.235 2.235 3.574 2.235 2.235 1.341 1.341 2.235 1.785 Support2 4.650 1.335 3.315 3.315 4.650 3.315 4.316 3.315 3.315 3.315 4.316 3.315 3.315 1.989 1.989 3.315 1.335 lonis 2280 Tl Page 28 of 92 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • Wood: E;le~m,- Description: File=; P:\9RB_ENG.-111ON1$T-,1\ENGINE-1\CALtUL-,1122~0\IONIS2-1.EC6_ ENE~!:;ALC, INC.1983-2016,.IM(d:(?.16.5,11, Ver:{l:113.5.11 :_ -CODERl=FERENC.ES _____ ----·------.. ·---------------------- I Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb -Tension Load Combination :A.SCE 7-1 O Fb -Compr Fc-Prll Wood Species : Douglas Fir -Larch Fe -Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 1,350.0psi 1,350.0psi 925.0psi 625.0psi 170.0psi 675.0psi I I t-__________ D<,.._o"".0""96"",o""'.o_9_.6l_L....,rf0_.1_2""'10...:.1""2}.__ __ _,.,,. _____ .....,t f t f t D(0.~0.04) !'. 4x14 Span = 24.0 ft E: Modulus of Elasticity Ebend-xx 1,600.0 ksi Eminbend -xx 580.0ksi Density 31.20pcf D(0.38410.384) ' Strengthen (E) purlin with new L VL see ~--------------------+-----1page24and25 --________ 1 Appli~d. Loads~·--------· _____ ----------· -_: _______ --,,,____ ____ rt:_-r_Tl_::n _r _F":_:rr _~ _ll":_~11!71-'ll" _111_1'!" _::n _'IT _rm _ell' _n _111_n _~_lc_u_la_tio_n_s_ . Uniform Load : D = 0.0160, Lr= 0.020 ksf, Tributary Width = 2.0 ft Point Load : D = 0.750 k@ 12.0 ft Varying Uniform Load: D(S,E) = 0.0160->0.0160, Lr(S,E) = 0.020->0.020 ksf, en!= 0.0 -» 15.0 ft, Trib Width= 6.0 ft Varying Uniform Load: D(S,E) = 0.0640~>0.0640 ksf, Extent= 15.0--» 24.0 , Trib Width= 6.0 ft DESJGNSUMMARY·-. ------..-,,=;==;,:.;;.""'-"'c;.;;..=;;..;.:......----------->----,---,--------------------- IMaximum Bending Stress Ratio = 1.989: 1 Maximum Shear Stress Ratio Section used for this span 4x14 Section used for this span i fb: Actual = 3,355.64psi fv: Actual 1 FB : Allowable = 1,687.50 psi Fv : Allowable Load Combination +D+Lr+H Load Combination Location of maximum on span = 12.000ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.854 in Ratio = 0.000 in Ratio = 2.693 in Ratio = 0.000 in Ratio = Maximum;Forces &:stresses for Load Combinations '',_ -~----,' -----·~-~~.--~--~----...-..-,•,---~---......,A. _ _, Load Combination Max Stress Ratios Segment Length Span# M V Cct CFN Ci Cr Cm +D+H Length = 24.0 ft 1.890 0.757 0.90 1.000 1.00 1.00 1.00 +D+L+H 1.000 1.00 1.00 1.00 Length = 24.0 ft 1 1.701 0.681 1.00 1.000 1.00 1.00 1.00 +D+Lr+H 1.000 1.00 1.00 1.00 Length = 24.0 ft 1.989 0.697 1.25 1.000 1.00 1.00 1.00 +D+S+H 1.000 1.00 1.00 1.00 Length = 24.0 ft 1.479 0.592 1.15 1.000 1.00 1.00 1.00 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 GSSI Job No. 16012A lonis 2280 Tl 5/19/2016 337 <360 0<360 106<180 0<180 Ct CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Values M fb 19.60 2,296.16 19.60 2,296.16 !28.64 ! 3,355.64 19.60 2,296.16 = = = = = F'b 0.00 1215.00 0.00 1350.00 0.00 1687.50 0.00 1552.50 0.00 0.757: 1 4x14 115.79psi 153.00 psi +D+H 22.949ft Span# 1 ----·-------~--~-1 Shear Values V fv F'v 0.00 0.00 0.00 3.58 115.79 153.00 0.00 0.00 0.00 3.58 115.79 170.00 0.00 0.00 0.00 4.58 148.15 212.50 0.00 0.00 0.00 3.58 115.79 195.50 0.00 0.00 0.00 Page 29 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:ICRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONl52-1.EC6 Description : RB3 Load Combination Max Stress Ratios Segment Length Span# M V Cd CFN Cj Cr Length = 24.0 ft 1 1.831 0.659 1.25 1.000 1.00 1.00 +D+0.750L+0.750S+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.479 0.592 1.15 1.000 1.00 1.00 +D+0.60W+H 1.000 1.00 1.00 Length = 24.0 ft 1.063 0.426 1.60 1.000 1.00 1.00 +D+0.70E+H 1.000 1.00 1.00 Length = 24.0 ft 1.063 0.426 1.60 1.000 1.00 1.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.430 0.515 1.60 1.000 1.00 1.00 +D+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.063 0.426 1.60 1.000 1.00 1.00 +D+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.063 0.426 1.60 1.000 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 Length= 24.0 ft 1 0.638 0.255 1.60 1.000 1.00 1.00 +0.60D+O. 70E+0.60H 1.000 1.00 1.00 Length = 24.0 ft 0.638 0.255 1.60 1.000 1.00 1.00 : . OveraffMaximum Deflections--------------------:-·--: -.. ~ -.-.----.............,_. • ~--...s • __, -.~_...__._ ... , • ...._,_, --_... ___ _,. _ _.,.._..._ .-_, __ •-~ --~ ~ Load Combination Span Max.•.• Defl . Location in Span +D+Lr+H 1 2.6935 12.175 Cm Ct CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination . "!;N_E_~CALC, INC.1983-2016,Build:6.16.5.11, Ver.6.16:5.11 Moment Values M fb 26.37 3,089.36 19.60 2,296.16 19.60 2,296.16 19.60 2,296.16 26.37 3,089.36 19.60 2,296.16 19.60 2,296.16 11.76 1,377.70 11.76 1,377.70 Shear Values F'b V fv F'v 1687.50 4.33 140.06 212.50 0.00 0.00 0.00 0.00 1552.50 3.58 115.79 195.50 0.00 0.00 0.00 0.00 2160.00 3.58 115.79 272.00 0.00 0.00 0.00 0.00 2160.00 3.58 115.79 272.00 0.00 0.00 0.00 0.00 2160.00 4.33 140.06 272.00 0.00 0.00 0.00 0.00 2160.00 3.58 115.79 272.00 0.00 0.00 0.00 0.00 2160.00 3.58 115.79 272.00 0.00 0.00 0.00 0.00 2160.00 2.15 69.47 272.00 0.00 0.00 0.00 0.00 2160.00 2.15 69.47 272.00 Max. "+" Dell Location in Span 0.0000 Values in KIPS 0.000 · Vertical· Reactions · · ·_ . . . -· . Support notation : Far left is #1 ----· _ .. _ ... ___ . --·-----·----···----·--------·-----------'------------------------Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +O. 750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+O. 70E+0.60H DOnly Lr Only LOnly sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 4.115 1.438 2.397 2.397 4.115 2.397 3.685 2.397 2.397 2.397 3.685 2.397 2.397 1.438 1.438 2.397 1.718 Support2 5.060 1.043 4.017 4.017 5.060 4.017 4.799 4.017 4.017 4.017 4.799 4.017 4.017 2.410 2.410 4.017 1.043 lonis 2280 Tl Page 30 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description : RB3A ,,-CODEREFERENCES--------··--. -:·i File= P:\CRBENG-1\IONIST-,1\ENGINE..:1\CALCUL-1\2280\IONIS2-1.EC6 . . ENE.RCALC,INC.1~~-2016,Bµifd;G,16.5.11, Ver:6:16.5.11 ----. ~ ~----,. ---~-------------------------------------------- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ;A.SCE 7-10 Wood Species : Douglas Fir -Larch Wood Grade : No.1 Fb-Tension Fb-Compr Fc-Prtl Fe-Perp Fv Ft Beam Bracing : Beam is FullyBraced against lateral-torsional buckling 1,350.0 psi 1,350.0 psi 925.0 psi 625.0psi 170.0psi 675.0psi E: Modulus of Elasticity Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.20pcf -------------------------------------------------·---·----~-----·-- :t: D(0 .• 610.096) Lr{0.1*0. 12) .. :t: oco.g?{g'{f.Wo.!1 t 4x14 Span = 24.0 ft T D(0.38410.384) T T T • Strengthen (E) purlin with new L VL see • I 'f ' ~---=..=.--=,,.-_------------------------page 24 and 25 ·---l _Applied L9ad! __ . __________________ • ___ ; _________ ,,.__e_nt_e_re_d_. L_o_a_d.=-.:::.:::.:::.:::.:::.:::.:::.:::.=':.:::.:::.:::.:::.:::.:::.:::.:::.:::~_n_s_ . Uniform Load : D = 0.0160, Lr= 0.020 ksf, Tributary Width= 2.0 ft Point Load: D = 0.750 k@ 12.0 ft Varying Uniform Load: D(S,E) = 0.0160->0.0160, L~S,E) = 0.020->0.020 ksf ent = 0.0-» 13.0 ft, Trib Width= 6.0 ft Varying Uniform Load: D(S,E) = 0.0640->0.0640 ksf, Extent= 13.0 -» . ft, Trib Width= 6.0 ft DESIGN SUMMARY·------------· ------. __________ fMl~fflrtttURfflffi ,-a=c-=.c"'--'-........ .;;c..a;==,..;;;;..;.;;...... __ ~-----~'-~:-,-------------i Ma xi mum Bending Stress Ratio = 2.19 1 Maximum Shear Stress Ratio = 0.828: 1 / Section used for this span 4x14 Section used for this span 4x14 1 fb: Actual = 2,668.58psi fv: Actual = 126.65 psi I FB : Allowable = 1,215.00 psi Fv : Allowable = 153.00 psi Load Combination +D+H Load Combination +D+H Location of maximum on span = 13.577ft Location of maximum on span = 22.949ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.749 in 0.000 in 2.842 in 0.000 in Ratio= Ratio= Ratio= Ratio= 384>=360 0<360 101 <180 0<180 ----------------------·---------~ .. ·Mc:pcinu.im Fe>rc~~ Stress~$ for LQa_c:f .Combin~tions. ; Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C ! CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 24.0 ft 2.196 0.828 0.90 1.000 1.00 1.00 1.00 1.00 1.00 22.77 2,668.58 1215.00 3.92 126.65 153.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 1.977 0.745 1.00 1.000 1.00 1.00 1.00 1.00 1.00 22.77 2,668.58 1350.00 3.92 126.65 170.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 2.105 0.727 1.25 1.000 1.00 1.00 1.00 1.00 1.00 !30.32 ! 3,552.97 1687.50 4.78 154.49 212.50 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1.719 0.648 1.15 1.000 1.00 1.00 1.00 1.00 1.00 22.77 2,668.58 1552.50 3.92 126.65 195.50 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 GSSI Job No. 16012A lonis 2280 Tl Page 31 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description : RB3A Load Combination Max Stress Ratios Segment Length Span# M V Cd C FN Ci Cr Length = 24.0 ft 1 1.970 0.694 1.25 1.000 1.00 1.00 +D+0.750L+0.750S+H 1.000 1.00 1.00 Length=24.0ft 1 1.719 0.648 1.15 1.000 1.00 1.00 +D+0.60W+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.235 0.466 1.60 1.000 1.00 1.00 +D+0.70E+H 1.000 1.00 1.00 Length= 24.0 ft 1 1.235 0.466 1.60 1.000 1.00 1.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.539 0.542 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.235 0.466 1.60 1.000 1.00 1.00_ +D+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 Length = 24.0 ft 1 1.235 0.466 1.60 1.000 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 Length= 24.0ft 0.741 0.279 1.60 1.000 1.00 1.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 Length =24.0ft 1 0.741 0.279 1.60 1.000 1.00 1.00 .·. Overall :Maximum Deflections · ·_ · · -. · · -. ~-........ -i,. ....... _.._,~----.. -~---__ --~--.-...-~-~---... _,._,._. --~· ----~ __ ...,_ --_ _...._ • Load Combination Span Max."·" Dell Location in Span +D+Lr+H 2.8421 12.263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 File= P:\CRBENG-1\IOf'llST .. 1\ENGINE-1\CALCUL -112280\IONIS2-1·.EC6 EN_ERCALC, )NC. j983-20'16, Build:6.j6.5.11; Vet:6;16.5;11 . Moment Values M fb 28.38 3,325.00 22.77 2,668.58 22.77 2,668.58 22.77 2,668.58 28.38 3,325.00 22.77 2,668.58 22.77 2,668.58 13.66 1,601.15 13.66 1,601.15 F'b 1687.50 0.00 1552.50 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 V 4.56 0.00 3.92 0.00 3.92 0.00 3.92 0.00 4.56 0.00 3.92 0.00 3.92 0.00 2.35 0.00 2.35 Shear Values fv F'v 147.53 212.50 0.00 0.00 126.65 195.50 0.00 0.00 126.65 272.DD 0.00 0.00 126.65 272.00 0.00 0.00 147.53 272.00 0.00 0.00 126.65 272.00 0.00 0.00 126.65 272.00 0.00 0.00 75.99 272.00 0.00 0.00 75.99 272.00 Load Combination Max. "+" Defl Location in Span 0.0000 0.000 ·----_____________ ,_,,_~-~ _. Ve,rtital':Reactions ____ , ____________________________ su_p_po_rt_n_ot_ati_on_:_F_ar_le_ft_is_#1 _______ v_al_ue_s_in_K_IP_S ______ _ Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +O. 750S+0.450W+H +D+0.750L +O. 750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support.1 4.255 1.582 2.637 2.637 4.255 2.637 3.850 2.637 2.637 2.637 3.850 2.637 2.637 1.582 1.582 2.637 1.618 Support2 5.256 0.903 4.353 4.353 5.256 4.353 5.030 4.353 4.353 4.353 5.030 4.353 4.353 2.612 2.612 4.353 0.903 Jonis 2280 Tl Page 32 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:ICRBENCHUONIST-1\ENGINE-1\CALCUL ... 1~280\IONIS2-1.EC6 ,ENERC~LC,.INC.1983-2016, Build:6.16.5.11, Ver:6.16.5.11 Description : RB4 :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 Load Combination :4.SCE 7-10 Wood Species : Douglas Fir -Larch Wood Grade : No.1 Fb-Tension Fb-Compr Fc-Prll Fe-Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 1,350.0psi 1,350.0psi 925.0psi 625.0psi 170.0psi 675.0psi E: Modulus of Elasticity Ebend-xx 1,600.0ksi Eminbend -xx 580. 0 ksi Density 31.20pcf D(0.06410.064) Lr(0.08.0.08) .------,-------,--=D~/0~.3~2,~0.~32~1-,------,------~T T TT T T D(0.064.0.064) Lr/0.0810.0~ T 'f 'f 'f T 'f Y Y Y Y I D/0.0641 Lr/0.08\ Strengthen (E) purlin with new L VL see ~--------------------.;<--------page 24 and 25 4x14 Span= 24.0ft i I ' Maximum Bending Stress Ratio ' Section used for this span fb: Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = = = = 2.469: Maximum Shear Stress Ratio 4x14 2,999.66psi 1,215.00psi +D+H 12.000ft Span# 1 0.626 in 0.000 in 3.050 in 0.000 in Ratio= Ratio= Ratio= Ratio= Section used for this span fv: Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 460>=360 0<360 94<180 0<180 = 0.729: 1 4x14 = 111.57 psi = 153.00 psi +D+H = 0.000ft = Span# 1 L ___________________________________ ---------------------·---------------------------- ' Maxirtn.irh.-Forces & Stresses for Load Combinations ' .... ·---'-·-·· ···-·-· ------~ .... ,. ______ . ------'----·---·--·~----------,-------------Max Stress Ratios Moment Values Load Combination Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 24.0 ft 2.469 0.729 0.90 1.000 1.00 1.00 1.00 1.00 1.00 25.60 2,999.66 1215.00 3.45 111.57 153.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 2.222 0.656 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.60 2,999.66 1350.00 3.45 111.57 170.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 132.001 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 2.222 0.694 1.25 1.000 1.00 1.00 1.00 1.00 1.00 3,749.58 1687.50 4.56 147.53 212.50 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1.932 0.571 1.15 1.000 1.00 1.00 · 1.00 1.00 1.00 25.60 2,999.66 1552.50 3.45 111.57 195.50 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 GSSI Job No. 16012A lonis 2280 Tl Page 33 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description : RB4 Load Combination Segment Length Length = 24.0 ft +D+0.750L+0.750S+H Length = 24.0 ft +D+0.60W+H Length = 24.0 ft +D+0.70E+H Span# Length = 24.0 ft 1 +D+0.750Lr+0.750L +0.450W+H Length = 24.0 ft 1 +D+0.750L +0.750S+0.450W+H Length = 24.0 ft 1 +D+0.750L +0.750S+0.5250E+H Length = 24.0 ft 1 +0.60D+0.60W+0.60H Length = 24.0 ft +0.60D+0.70E+0.60H Max Stress Ratios M V 2.111 0.652 1.932 0.571 1.389 0.410 1.389 0.410 1.649 0.509 1.389 0.410 1.389 0.410 0.833 0.246 Length = 24.0 ft 1 0.833 0.246 Cd CFN Cj Cr Cm Ct 1.25 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.15 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 1.000 1:00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.60 1.000 1.00 1.00 1.00 1.00 ---.. H-'··--- CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 File = P:\CRBJ;:NG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IQN1S2-1.EC(l ENERCALC,jNC.1_983:2016, Bµild:6.J6.5.1t Ver:6.16.5 •. 11 Moment Values Shear Values M fb F'b V fv F'v 30.40 3,562.10 1687.50 4.28 138.54 212.50 0.00 0.00 0.00 0.00 25.60 2,999.66 1552.50 3.45 111.57 195.50 0.00 0.00 0.00 0.00 25.60 2,999.66 2160.00 3.45 111.57 272.00 0.00 0.00 0.00 0.00 25.60 2,999.66 2160.00 3.45 111.57 272.00 0.00 0.00 0.00 0.00 30.40 3,562.10 2160.00 4.28 138.54 272.00 0.00 0.00 0.00 0.00 25.60 2,999.66 2160.00 3.45 111.57 272.00 0.00 0.00 0.00 0.00 25.60 2,999.66 2160.00 3.45 111.57 272.00 0.00 0.00 0.00 0.00 15.36 1,799.80 2160.00 2.07 66.94 272.00 0.00 0.00 0.00 0.00 15.36 1,799.80 2160.00 2.07 66.94 272.00 .. ,Over.all ,M_a:Xifl!un'l!)efJections -~--------·----------------------- Load Combination Span Max.•.• Deft Location in Span +D+Lr+H 3.0499 12.088 Load Combination Max."+" Dell 0.0000 Values in KIPS Location in Span 0.000 \/ erticaf Reactions O • • • • ; Support notation : Far left is #1 ! . -· . -----·---~ ---~ --~-------.L· ___ __:_;__:_; _____________________ _ Load Combination Support 1 Support 2 Overall MAXimum 4.864 4.864 Overall MINimum 1.280 1.280 +D+H 3.584 3.584 +D+L +H 3.584 3.584 +D+Lr+H 4.864 4.864 +D+S+H 3.584 3.584 +D+0.750Lr+0.750L +H 4.544 4.544 +D+0.750L+0.750S+H 3.584 3.584 +D+0.60W+H 3.584 3.584 +D+0.70E+H 3.584 3.584 +D+0.750Lr+0.750L+0.450W+H 4.544 4.544 +D+0.750L+0.750S+0.450W+H 3.584 3.584 +D+0.750L+0.750S+0.5250E+H 3.584 3.584 +0.60D+0.60W+0.60H 2.150 2.150 +0.60D+0.70E+0.60H 2.150 2.150 D Only 3.584 3.584 Lr Only 1.280 1.280 LOnly sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Page 34 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\CRBENG'-1\IONIST-1\ENGINE,-1\CALCUL-1\2280\IONIS2-1.EC6 . ENERC.A.LC, INC,.1!l83:2011;i, Build:6. 16:5.11, Ver:6.1_6.5.11 Description : RB5 · .CODEREFERENCES · . -. . --. . · 7 l·-.... -···-···-------···---------------------------------------------- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ;A.SCE 7-10 Fb-Tension Fb-Compr Fe-Prll 1,350.0 psi 1,350.0psi 925.0psi 625.0psi 170.0psi 675.0psi E: Modulus of Elasticity Ebend-xx 1,600.0 ksi Eminbend -xx 580.0 ksi Wood Species : Douglas Fir -Larch Wood Grade : No.1 Fe-Perp Fv Beam Bracing Ft : Beam is Fully Braced against lateral-torsional buckling Density 31.20pcf ~--------------------------------------------------------, t ... D 0.16 t D 0.024 L 0.03 6x12 Span = 20.0 ft t ... -···--. .J · _ Appii.e(I __ Coads · __ -. ___ . ~--· ., ____________ : Service loads entered. Load Factors will be applied for calculations . Uniform Load: D = 0.0160, Lr= 0.020 ksf, Tributary Width= 1.50 ft Uniform Load: D = 0.160 k/ft, Extent= 0.0-» 20.0 ft,. Tributary Width= 1.0 ft DESIGN SUMMARY . . · --" --Maximum Bending Stress Ratio = 0.750 1 Maximum Shear Stress Ratio Section used for this span 6x12 Section used for this span fb: Actual = 910.67psi fv: Actual FB : Allowable = 1,215.00psi Fv : Allowable Load Combination +D+H Load Combination Location of maximum on span = 10.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.097 in Ratio= 2464>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.695 in Ratio= 345>=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 ;M;aximum::-~9rc~s &·stressestoflo,!ld _ Combinatfu~s . ; Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb +D+H Length = 20.0 ft 1 0.750 0.258 0.90 1.000 1.00 1.00 1.00 1.00 1.00 9.20 910.67 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.675 0.232 1.00 1.000 1.00 1.00 1.00 1.00 1.00 9.20 910.67 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.628 0.216 1.25 1.000 1.00 1.00 1.00 1.00 1.00 10.70 1,059.15 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.587 0.202 1.15 1.000 1.00 1.00 1.00 1.00 1.00 9.20 910.67 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 1 0.606 0.209 1.25 1.000 1.00 1.00 1.00 1.00 1.00 10.33 1,022.03 +D+0.750L +0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 GSSI Job No. 16012A lonis 2280 Tl 5/19/2016 = = = = = F'b 0.00 1215.00 0.00 1350.00 0.00 1687.50 0.00 1552.50 0.00 1687.50 0.00 Design OK 0.258: 1 6x12 39.50 psi 153.00 psi +D+H 0.000ft Span# 1 ·----------- Shear Values V fv F'v 0.00 0.00 0.00 1.67 39.50 153.00 0.00 0.00 0.00 1.67 39.50 170.00 0.00 0.00 0.00 1.94 45.94 212.50 0.00 0.00 0.00 1.67 39.50 195.50 0.00 0.00 0.00 1.87 44.33 212.50 0.00 0.00 0.00 Page 35 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Wood-·Beam I .1 l'I Description : RBS Load Combination Max Stress Ratios Segment Length Span# M V Cd CFN Cj Cr Cm Length = 20.0 ft 1 0.587 0.202 1.15 1.000 1.00 1.00 1.00 +D+0.60W+H 1.000 1.00 1.00 1.00 Length = 20.0 ft 1 0.422 0.145 1.60 1.000 1.00 1.00 1.00 +D+0.70E+H 1.000 1.00 1.00 1.00 Length = 20.0 ft 1 0.422 0.145 1.60 1.000 1.00 1.00 1.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 1.00 Length = 20.0 ft 1 0.473 0.163 1.60 1.000 1.00 1.00 1.00 +D+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 Length = 20.0 ft 1 0.422 0.145 1.60 1.000 1.00 1.00 1.00 +D+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 1.00 Length = 20.0 ft 1 0.422 0.145 1.60 1.000 1.00 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 Length = 20.0 ft 0.253 0.087 1.60 1.000 1.00 1.00 1.00 +0.60D+O. 70E+0.60H 1.000 1.00 1.00 1.00 Length = 20. 0 ft 1 0.253 0.087 1.60 1.000 1.00 1.00 1.00 OveralfMaximuni Deflections. -~ · · -1 . -. ___ -------~-~-~. --· --1~---~-------··----~~~--" _,.. Load Combination Span Max.•.• Deft .Location in Span +D+Lr+H 0.6948 10.073 C t CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 File = "P:ICRBENG-1\IONIST-1\ENGINE-1\CALCUL-112280\IONIS2-1.EC6 _ENEgCA~C. INC, 1983~2016, Build:~.Hl.5.11, Ver:6.16.5.11 Moment Values Shear Values M lb F'b V fv F'v 9.20 910.67 1552.50 1.67 39.50 195.50 0.00 0.00 0.00 0.00 9.20 910.67 2160.00 1.67 39.50 272.00 0.00 0.00 0.00 0.00 9.20 910.67 2160.00 1.67 39.50 272.00 0.00 0.00 0.00 0.00 10.33 1,022.03 2160.00 1.87 44.33 272.00 0.00 0.00 0.00 0.00 9.20 910.67 2160.00 1.67 39.50 272.00 0.00 0.00 0.00 0.00 9.20 910.67 2160.00 1.67 39.50 272.00 0.00 0.00 0.00 0.00 5.52 546.40 2160.00 1.00 23.70 272.00 0.00 0.00 0.00 0.00 5.52 546.40 2160.00 1.00 23.70 272.00 Load CombinaUon Max. "+" Defl Location in Span 0.0000 0.000 V~rtici!tl ~!!Ctio~s....:. __ --~--___ , ___ . ___ ~------"-· ___ s_u.:..:pp_o_rt_no_ta_tio_n_: _Fa_r l_eft_i_s#_1 ______ v_a_lu_es_in_K_IP_s ______ _ Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750~ +0.450W+H +D+0.750L +O. 750S+0.450W+H +D+0.750L +O. 750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 2.140 0.300 1.840 1.840 2.140 1.840 2.065 1.840 1.840 1.840 2.065 1.840 1.840 1.104 1.104 1.840 0.300 Support2 2.140 0.300 1.840 1.840 2.140 1.840 2.065 1.840 1.840 1.840 2.065 1.840 1.840 1.104 1.104 1.840 0.300 lonis 2280 Tl Page 36 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 -. ,ENER!3ALC, INC, 1983-20111, Build:6.16.5.11, Yer:6.16,5.11: Description : RB6 ;_ .CODERl;FERENCES _ ___________ _ · --~~---------------------- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb -Tension 1,350.0 psi 1,350.0psi 925.0psi 625.0psi 170.0psi 675.0psi E: Modulus of Elasticity Load Combination ;A.SCE 7-10 Fb -Compr Fc-Prll Wood Species : Douglas Fir -Larch Fe -Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling ' t ' D 0.1 ' D(0.048) Lr(0.06) ' 4x10 Span= 12.0 ft Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.20pcf ------------1 ' ' ' ') ZS ' ·---·--~-------------· .AppUQq--:-1:;.oads· · __ -__ · ___ · ____ ~~ ______ S_e_rv_ic_e_lo_a_d_s _en_t_er_ed_._L_oa_d_F_a_c_to_rs_w_i_ll _be_a_p_p_lie_d_f_or_c_a_lc_ul_at_io_n_s._ Uniform Load: D = 0.0160, Lr= 0.020 ksf, Tributary Width= 3.0 fl Uniform Load : D = 0.1 O , Tributary Width = 1.0 fl : • DESIGN SUMMARY -_ ----1 !Maximum Bending Stress Ratio = . 0.445: 1 I Section used forJhis span 4x10 fb: Actual = 900.15psi Maximum Shear Stress Ratio Section used for this span fv: Actual FB: Allowable = 2,025.00psi Load Combination +D+Lr+H Location of maximum on span -6.000fl Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.07_6 in Ratio = 0.000 in Ratio = 0.264 in Ratio = 0.000 in Ratio = ' '- Maximu~~For~es ~ Str~~~~foiioad 9ombin~ons~ __ J Load Combination Max Stress Ratios Segment Length Span# M V Cd CFN Ci Cr Cm +D+H Length = 12.0 ft 1 0.439 0.236 0.90 1.200 1.00 1.00 1.00 +D+L+H 1.200 1.00 1.00 1.00 Length = 12.0 ft 1 0.395 0.212 1.00 1.200 1.00 1.00 1.00 +D+Lr+H 1.200 1.00 1.00 1.00 Length = 12.0 ft 1 0.445 0.238 1.25 1.200 1.00 1.00 1.00 +D+S+H 1.200 1.00 1.00 1.00 Length = 12.0 ft 0.344 0.184 1.15 1.200 1.00 1.00 1.00 +D+0.750Lr+0.750L +H 1.200 1.00 1.00 1.00 Length= 12.0 ft 0.412 0.221 1.25 1.200 1.00 1.00 1.00 +D+0.750L +0.750S+H 1.200 1.00 1.00 1.00 Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1888>=360 0<360 544>=180 0<180 Ct CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Values M lb 2,66 640.49 2.66 640.49 3.74 900.15 2.66 640,49 3.47 835.24 GSSI Job No. 16012A lonis 2280 Tl 5/19/2016 = = = = = Design OK 0.238: 1 4x10 50.65 psi 212.50 psi +D+Lr+H 0.000fl Span# 1 ------------------------------- Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1458.00 0.78 36.04 153.00 0.00 0.00 0.00 0.00 1620.00 0.78 36.04 170.00 0.00 0.00 0.00 0.00 2025.00 1.09 50.65 212.50 0.00 0.00 0.00 0.00 1863.00 0.78 36.04 195.50 0.00 0.00 0.00 0.00 2025.00 1.01 46,99 212.50 0.00 0.00 0.00 0.00 Page 37 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ! Description : RB6 Load Combination Max Stress Ratios Segment Length Span# M V Cd CFN Cj Cr Cm Length = 12.0 ft 1 0.344 0.184 1.15 1.200 1.00 1.00 1.00 +D+0.60W+H 1.200 1.00 1.00 1.00 Length = 12.0 ft 0.247 0.132 1.60 1.200 1.00 1.00 1.00 +D+0.70E+H 1.200 1:00 1.00 1.00 Length = 12.0 ft 1 0.247 0.132 1.60 1.200 1.00 1.00 1.00 +D+0.750Lr+0.750L +0.450W+H 1.200 1.00 1.00 1.00 Length = 12.0 ft 1 0.322 0.173 1.60 1.200 1.00 1.00 1.00 +D+0.750L +O. 750S+0.450W+H 1.200 1.00 1.00 1.00 Length = 12.0 ft 1 0.247 0.132 1.60 1.200 1.00 1.00 1.00 +D+0.750L +0.750S+0.5250E+H 1.200 1.00 1.00 1.00 Length= 12.0 ft 1 0.247 0.132 1.60 1.200 1.00 1.00 1.00 +0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 Length= 12.0ft 0.148 0.079 1.60 1.200 1.00 1.00 1.00 +0.60D+O. 70E+0.60H 1.200 1.00. 1.00 1.00 Length = 12.0 ft 1 0.148 0.079 1.60 1.200 1.00 1.00 1.00 Overall Maximum D.efle.ctions · ; ._------·. -· . . --------~--_...._____ ' Load Combination Span Max."-" Defl Location in Span +D+Lr+H 1 0.2643 6.044 Ct 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ··File= P:\CRBENG..'1\JONIST..,1\ENGINE-11QALCUL-1\2280\IONIS2-1-EC6 E/'.l~RGALC, INC.1983-2016,Buil~:6.1'6:5.11, Ver:6.J6.5.1_1 . Moment Values Shear Values CL M fb F'b V fv F'v 1.00 2.66 640.49 1863.00 0.78 36.04 195.50 1.00 0.00 0.00 0.00 0.00 1.00 2.66 640.49 2592.00 0.78 36.04 272.00 1.00 0.00 0.00 0.00 0.00 1.00 2.66 640.49 2592.00 0.78 36.04 272.00 1.00 0.00 0.00 0.00 0.00 1.00 3.47 835.24 2592.00 1.01 46.99 272.00 1.00 0.00 0.00 0.00 0.00 1.00 2.66 640.49 2592.00 0.78 36.04 272.00 1.00 0.00 0.00 0.00 0.00 1.00 2.66 640.49 2592.00 0.78 36.04 272.00 1.00 0.00 0.00 0.00 0.00 1.00 1.60 364.30 2592.00 0.47 21.62 272.00 1.00 0.00 0.00 0.00 0.00 1.00 1.60 364.30 2592.00 0.47 21.62 272.00 Load Combination Max."+" Defl Location in Span 0.0000 0.000 Values in KIPS _ Verti~I: R~actiomJ -___________________ -----~ ___ s_u_p_po_rt_no_ta_tio_n_:_Fa_r_left_i_s#_1 ________________ _ Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +O. 750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+O. 750L +0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 1.248 0.360 0.888 ·0.888 1.248 0.888 1.158 0.888 0.888 0.888 1.158 0.888 0.888 0.533 0.533 0.888 0.360 Support2 1.248 0.360 0.888 0.888 1.248 0.888 1.158 0.888 0.888 0.888 1.158 0.888 0.888 0.533 0.533 0.888 0.360 lonis 2280 Tl Page 38 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File = P:\CRBENG-1\IONISI-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 . -. _ ENERCALC, lt.JC.1983-2016, B.uild:6.16.5.,1, Ver:6,16.5.11 Description : RB7 ; _ t;OD!=-REFERENCES_ _ ___ · ____ ~ __ · _ -~~; ____________________ _ Calculations per NOS 2012, IBC ~012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,350.0psi 1,350.0psi 925.0psi 625.0psi 170.0 psi 675.0psi E: Modulus of Elasticity Load Combination A.SCE 7-1 O Fb -Compr Fc-Prll Wood Species : Douglas Fir -Larch Fe -Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.20pcf .-----------------------------------------·-----------------------------D 0.1 T • T T T D 0.048 Lr 0.06 T • • • • . I 4x8 Span= 10.0 ft Appljed (:o~cfs _ -_. : .... · .. _ · ___ -____ _ _ _ ~7 _______ s_erv_ice_lo_ad_s_e_n_te_re_d_. _Lo_a_d_F_a_ct_or_s_w_il_l b_e_a_p_pl_ie_d_fo_r_c_al_cu_la_t_io_ns_. _ Uniform Load : D = 0.0160, Lr= 0.020 ksf, Tributary Width = 3.0 ft Uniform Load : D = 0.10 , Tributary Width = 1.0 ft .DESIGN SUMMARY,.·--.. ,. ---·.7 Maximum Bending Stress Ratio = 0.464. 1 Section used for this span 4x8 fb:Actual = 1,017.56psi Maximum Shear Stress Ratio Section used for this span fv: Actual FB:Allowable = 2,193.75psi Load Combination +D+Lr+H Location of maximum on span = 5.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total 'Deflection Max Upward Total Deflection 0.076 in Ratio = 0.000 in Ratio= 0.265 in Ratio = 0.000 in Ratio = Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1571 >=360 0<360 453>=180 0<180 = = = = = Design OK 0.256: 1 4x8 54.30 psi 212.50 psi +D+Lr+H 0.000ft Span# 1 '---------------------------------------------------------. - · · Maximunf Forces.& Stresses for Load Combinations -: I _-. -·--.---• ,_ --• • -_, -~.:--, __ --~ ·--.,,_ • ..___ _____ , ----~---~-~-~--·--..---~----~'-~~· Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 10.0 ft 0.458 0.253 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 1579.50 0.65 38.64 153.00 +D+L+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 0.413 0.227 1.00 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 1755.00 0.65 38.64 170.00 +D+Lr+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.464 0.256 1.25 1.300 1.00 1.00 1.00 1.00 1.00 2.60 1,017.56 2193.75 0.92 54.30 212.50 +D+S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.359 0.198 1.15 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 2018.25 0.65 38.64 195.50 +D+0.750Lr+0.750L +H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 10.0ft 0.430 0.237 1.25 1.300 1.00 1.00 1.00 1.00 1.00 2.41 944.18 2193.75 0.85 50.38 212.50 +D+0.750L +O. 750S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 GSSI Job No. 16012A lonis 2280 Tl Page 39 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Fil& = P:\CR[3EN\'H\IONIST -11ENGINE-1\GALCUL-1\2280\ION1S2-1.EC6 ENERCALC, INC.1983-2016, Build:6.16.5.11, Ver:6.16./i.11 Description: RB7 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v Length = 10.0 ft 1 0.359 0.198 1.15 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 2018.25 0.65 38.64 195.50 +D+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.258 0.142 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 2808.00 0.65 38.64 272.00 +D+0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.258 0.142 1.60 t300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 2808.00 0.65 38.64 272.00 +D+0.750Lr+0.750L +0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.336 0.185 1.60 1.300 1.00 1.00 1.00 1.00 1.00 2.41 944.18 2808.00 0.85 50.38 272.00 +D+0.750L +0.750S+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.258 0.142 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 2808.00 0.65 38.64 272.00 +D+0.750L +0.750S+0.5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.258 0.142 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.85 724.04 2808.00 0.65 38.64 272.00 +0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 0.155 0.085 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.11 434.42 2808.00 0.39 23.18 272.00 +0.60D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.155 0.085 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.11 434.42 2808.00 0.39 23.18 272.00 . . ·overall 'Maximum Oeflecti.<>ns Load Combination Span Max. •.• Dell Location in Span Load Combination Max. "+" Dell Location in Span +D+Lr+H 1 0.2647 5.036 0.0000 0.000 Values in KIPS VerticaLReactions . . · · : Support notation : Far left is #1 . -----·--· .. ·-····--···-·-·-~---'----------------------------Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly SOnly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 1.040 0.300 0.740 0.740 1.040 0.740 0.965 0.740 0.740 0.740 0.965 0.740 0.740 0.444 0.444 0.740 0.300 Support2 1.040 0.300 0.740 0.740 1.040 0.740 0.965 0.740 0.740 0.740 0.965 0.740 0.740 0.444 0.444 0.740 0.300 Jonis 2280 Tl Page 40 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • Wqod .Beam . · File= P:tCRBl;_NG.,.1\IONIST -1\ENGINE-1\CALCUL ;.,1\2280\IONIS2-1.EC6 . ENE,l{CA~C, INC: ,1983-2016, Build:6.-16.5.11, Ver.6.16.5.11 Description : G1 . CQPE·R_l;fERE/IICJ;S ·--. ___ ,-· _____ ---~l _____________________ _ Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ;A.SCE 7-10 Fb-Tension Fb-Compr Fc-Prll Fc-.Perp 2400psi 1850 psi 1650 psi E : Modulus of Elasticity Ebend-xx 1800ksi 950ksi 1600ksi 850ksi 31.2pcf Wood Species : OF/OF Wood Grade : 24F -V4 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 650 psi 265psi 1100 psi Eminbend -xx Ebend-yy Eminbend -yy Density r--------------------------------------------- D(3.8) r(3.8) r 5.125x15 Span =5.50ft D(3.8) r(3.8) J 5.125x15 Span = 16.50 ft 0(3.8) rr(3.8) t - '------------------------------------------· -·--··--·--·-----··· _ Applied ,lo~ds, . ____ , ____ . _ ---· ____ . --~--,.' ________ s_e_rv_ic_e_Io_a_ds_e_n_te_r_ed_._L_oa_d_F_a_ct_o_rs_w_il_l b_e_a_p_p_lie_d_fo_r_c_a_lc_ul_at_io_n_s._ Load for Span Number 1 Point Load : D = 3.80, Lr = 3.80 k@ 2.0 ft Load for Span Number 2 Point Load : D = 3.80, Lr = 3.80 k @4.50 ft Point Load : D = 3.80, Lr= 3.80 k@ 12.50 ft DESIGN SlJMMJiR.Y -. -~--:--·---·--, i Maximum Bending Stress Ratio ; Section used for this span = 0.769 1 5.125x15 I fb: Actual i = 1, 778.86 psi Maximum Shear Stress Ratio Section used for this span fv: Actual FB : Allowable = 2,312.50psi +D+Lr+H, LL Comb Run (LL) = 5.500ft Load Combination Location of maximum on span , Span # where maximum occurs = Span# 1 I Maximum Deflection I Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection 0.185 in -0.017 in 0.361 in -0.029 in ! l Max Upwa<d Total Delleci/oo Ratio= Ratio= Ratio= Ratio= ' Maximum Forces & ·stresses for Load·Coml>inations· 1 ' ------~ --~-----·--··_,._, ___ ~ .. -----------~------·~-~- Load Combination Max Stress Ratios Segment Length Span# M V Cd CFN Ci Cr Cm +D+H Length = 5.50 ft 0.534 0.372 0.90 1.000 1.00 1.00 1.00 Length = 16.50 ft 2 0.534 0.372 0.90 1.000 1.00 1.00 1.00 +D+L +H, LL Comb Run (*L) 1.000 1.00 1.00 1.00 Length = 5.50 ft 1 0.481 0.335 1.00 1,000 1.00 1.00 1.00 Length = 16.50 ft 2 0.481 0.335 1.00 1.000 1.00 1.00 1.00 +D+L+H, LL Comb Run (L*) 1.000 1.00 1.00 1.00 Length = 5.50 ft 1 0.481 0.335 1.00 1.000 1.00 1.00 1.00 Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1071 >=360 3777>=360 549>=180 2304>=180 Ct CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Momeni Values M lb 14.24 889.43 14.24 889.43 14.24 889.43 14.24 889.43 14.24 889.43 GSSI Job No. 16012A lonis 2280 Tl 5/19/2016 Design OK = 0.536: 1 5.125x15 = 177.49 psi = 331.25 psi +D+Lr+H, LL Comb Run (LL) = 5.500ft = Span#1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1665.00 4.55 88.74 238.50 1665.00 4,55 88.74 238.50 0.00 0.00 0.00 0.00 1850.00 4.55 88.74 265.00 1850.00 4.55 88.74 265.00 0.00 0.00 0.00 0.00 1850.00 4.55 88.74 265.00 Page 41 of 92 • • • • • File= P:\CRB~NG-1\IONIST .;.1\ENGINE-1\CALCUL-112280\IONIS2-1.EC6 • ENERCALC, INC .. 1983-2016, Build:6.16.5.11, Ver:6.1_6.5.-11 • Description: G1 • Load Combination Max Stress Ratios Moment Values Shear Values • Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v Length= 16.50 ft 2 0.481 0.335 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 1850.00 4.55 88.74 265.00 • +D+L +H, LL Comb Run (LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.481 0.335 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 1850.00 4.55 88.74 265.00 • Length = 16.50 ft 2 0.481 0.335 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 1850.00 4.55 88.74 265.00 +D+Lr+H, LL Comb Run (*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.747 0.533 1.25 1.000 1.00 1.00 1.00 1.00 1.00 27.67 1,727.39 2312.50 9.05 176.51 331.25 Length = 16.50 ft 2 0.747 0.533 1.25 1.000 1.00 1.00 1.00 1.00 1.00 27.67 1,727.39 2312.50 9.05 176.51 331.25 • +D+Lr+H, LL Comb Run (L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.407 0.324 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.07 940.90 2312.50 5.50 107.38 331.25 • Length = 16.50 ft 2 0.407 0.324 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.07 940.90 2312.50 4.60 107.38 331.25 +D+Lr+H, LL Comb Run (LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.769 0.536 1.25 1.000 1.00 1.00 1.00 1.00 1.00 28.49 1,778.86 2312.50 9.10 177.49 331.25 Length= 16.50 ft 2 0.769 0.536 1.25 1.000 1.00 1.00 1.00 1.00 1.00 28.49 1,778.86 2312.50 9.10 177.49 331.25 • +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5 .50 ft 0.418 0.291 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 Length = 16.50 ft 2 0.418 0.291 1.15 1;000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 • +D+0.750Lr+0.750L +H, LL Comb Rt 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.656 0.467 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.31 1,517.90 2312.50 7.92 154.57 331.25 • Length= 16.50 ft 2 0.656 0.467 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.31 1,517.90 2312.50 7.92 154.57 331.25 +D+0.750Lr+0.750L +H, LL Comb Rt 1.000 1.00 ·1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.401 0.302 1.25 1.000 1.00 1.00 1.00 1.00 1.00 14.86 928.03 2312.50 5.12 99.91 331.25 Length= 16.50 ft 2 0.401 0.302 1.25 1.000 1.00 1.00 1.00 1.00 1.00 14.86 928.03 2312.50 4.59 99.91 331.25 • +D+0.750Lr+0.750L +H, LL Comb Rt 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.673 0.469 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.93 1,556.50 2312.50 7.96 155.30 331.25 • Length = 16.50 ft 2 0.673 0.469 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.93 1,556.50 2312.50 7.96 155.30 331.25 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.418 0.291 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 Length= 16.50 ft 2 0.418 0.291 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 • +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.418 0.291 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 • Length = 16.50 ft 2 0.418 0.291 1.°15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 +D+0.750L +0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.418 0.291 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 Length = 16.50 ft 2 0.418 0.291 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2127.50 4.55 88.74 304.75 • +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 Length = 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 • +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 • Length= 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.513 0.365 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.31 1,517.90 2960.00 7.92 154.57 424.00 Length = 16.50 ft 2 0.513 0.365 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.31 1,517.90 2960.00 7.92 154.57 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.314 0.236 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.86 928.03 2960.00 5.12 99.91 424.00 • Length= 16.50 ft 2 0.314 0.236 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.86 928.03 2960.00 4.59 99.91 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.526 0.366 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.93 1,556.50 2960.00 7.96 155.30 424.00 Length= 16.50 ft 2 0.526 0.366 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.93 1,556.50 2960.00 7.96 155.30 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.300 . 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 • Length = 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 Length= 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 5.50 ft 1 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 Length = 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 42 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • File = P:\CRBENG-1\IQNIST-1'.ENGINE-1\CALCUL -1\2280\IONIS2-1.EC6 ~NE.R9ALC, INC.1983~2016, BuHd:6.16.5.11, Ver:6,16,5.11 : Description: G1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v Length = 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 Length = 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 Length= 16.50 ft 2 0.300 0.209 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.24 889.43 2960.00 4.55 88.74 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 .1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.180 0.126 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.55 533.66 2960.00 2.73 53.25 424.00 Length= 16.50 ft 2 0.180 0.126 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.55 533.66 2960.00 2.73 53.25 424.00 +0.60D+O. 70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 0.180 0.126 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.55 533.66 2960.00 2.73 53.25 424.00 Length= 16.50 ft 2 0.180 0.126 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.55 533.66 2960.00 2.73 53.25 424.00 : "Overall Maximum Defl~cti9ns ----·-·--·-· · .. · _ 1 Load Combination Span Max .. •.• Defl Location in Span Load Combination Max."+" Dell Location in Span 1 0.0000 0.000 +D+Lr+H, LL Comb Run (*L) -0.0286 3.349 +D+Lr+H, LL Comb Run (*L) 2 0.3605 9.218 0.0000 3.349 · V~~i~~1:,~~¢ti6J1~ __ _ _ __ . ____ --·· ____ _ _ _ _ ~; ___ s.,...u_pp_o_rt_no_ta_tio_n_: _Fa_r l_eft_i_s#_1 ______ V_a_lu_es_i_n K_IP_s ______ _ Load Combination Support 1 Support 2 Support 3 Overall MAXimum -2.612 17.040 6.154 Overall MINimum -0.103 1.582 -0.050 +D+H -0.172 8.520 3.052 +D+L+H, LL Comb Run (*L) -0.172 8.520 3.052 +D+L +H, LL Comb Run (L *) -0.172 8.520 3.052 +D+L +H, LL Comb Run (LL) -0.172 8.520 3.052 +D+Lr+H, LL Comb Run (*L) -2.612 15.458 6.154 +D+Lr+H, LL Comb Run (L*) 2.097 10.102 3.002 +D+Lr+H, LL Comb Run (LL) -0.344 17.040 6.104 +D+S+H -0.172 8.520 3.052 +D+0.750Lr+0.750L+H, LL Comb Run(* '-2.002 13.724 5.378 +D+0.750Lr+0.750L +H, LL Comb Run (L 1.529 9.706 3.014 +D+0.750Lr+0.750L+H, LL Comb Run (L -0.301 14.910 5.341 +D+0.750L+0.750S+H; LL Comb Run (*L -0.172 8.520 3.052 +D+0.750L+0.750S+H, LL Comb Run (L* -0.172 8.520 3.052 +D+0.750L+0.750S+H, LL Comb Run (LL -0.172 8.520 3.052 +D+0.60W+H -0.172 8.520 3.052 +D+0.70E+H -0.172 8.520 3.052 +D+0.750Lr+0.750L +0.450W+H, LL Comb -2.002 13.724 5.378 +D+0.750Lr+0.750L+0.450W+H, LL Comb 1.529 9.706 3.014 +D+0.750Lr+0.750L+0.450W+H, LL Comb -0.301 14.910 5.341 +D+0.750L+0.750S+0.450W+H, LL Comb -0.172 8.520 3.052 +D+0.750L+0.750S+0.450W+H, LL Comb -0.172 8.520 3.052 +D+0.750L+0.750S+0.450W+H, LL Comb -0.172 8.520 3.052 +D+0.750L+0.750S+0.5250E+H, LL Comb -0.172 8.520 3.052 +D+0.750L+0.750S+0:5250E+H, LL Comb -0.172 8.520 3.052 +D+0.750L+0.750S+0.5250E+H, LL Comb -0.172 8.520 3.052 +0.60D+0.60W+0.60H -0.103 5.112 1.831 +0.60D+0.70E+0.6dH -0.103 5.112 1.831 D Only -0.172 8.520 3.052 Lr Only, LL Comb Run (*L) -2.440 6.938 3.102 Lr Only, LL Comb Run (L *) 2.268 1.582 -0.050 Lr Only, LL Comb Run (LL) -0.172 8.520 3.052 L Only, LL Comb Run (*L) L Only, LL Comb Run (L*) L Only, LL Comb Run (LL) SOnly WOnly EOnly GSSI Job No. 16012A 5/19/2016 Jonis 2280 Tl Page43 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . Wood-·e~~nn · • I, II' I Description : G1 file ',.P:\CR~_ENG-1UOl'-/IST-1\ENGINE.,-1\CAtCUL-1\2280\!ONIS2-1.EC6 ' . . E_NE.~CALC, lt,IC.1983-2016, Build:6.16.5.11, Ver:6.16.5.1.1 : . Ver1ic:?U~~!!Ctig~~-. ·. . --~--__ · ._~-' ___ s_up_p_ort_n_ota_tio_n_: F_a_r le_ft_is_#1 ______ V_a_lue_s_in_K_IPS _____ _ Load Combination Support 1 Support 2 Support 3 HOnly GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Page 44 of 92 __ _J • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:ICRBENG-1UONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EQ6 . ENERCALC,JNC, 19l!3:2016, Build:6.16.5J1, Ver:6.16.5.11· Description: G1A (use 16 psf RLL reduction) -CODE REFERENCES·----------·----· ---, ----.-. ·---·--·--. ----------. -··--------· ·----------------------------------- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ;t>.SCE 7-10 Wood Species : DF/DF Wood Grade : 24F -V4 Fb-Tension Fb-Compr Fc-Prll Fe-Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 0(4.3) 1 Lr(6.9) 0(3.Bl Lr(3) 0(3.Bl Lr(3) 0(2.9) Lr(2.3) ! i l . I !l 5.125x21 2S 5.125x21 ~ 5.125x21 2,400.0psi 1,850.0psi 1,650.0 psi 650.0psi 265.0psi 1,100.0 psi 0(2.9) 1 Lr(2.3) ! Span=6.0ft Span=8.50ft Span= 27.50 ft E: Modulus of Elasticity Ebend-xx 1,800.0 ksi Eminbend -xx 950.0 ksi Ebend-yy 1,600.0 ksi Eminbend -yy 850.0 ksi Density 31.20pcf 0(3.8/ Lr(3) 0(1) Lr(1.6) I 1 ! Ii 5.125x21 Span= 6.0ft -- - -.. ---·-·---------------. ---------·--,· ---·· ·-·······-·-·1 Applied. Loads _____ ___ __ ___ .-.. __ -·-~ _____ se_rv_i_ce_l_o_ad_s_e_n_te_re_d_. L_o_a_d_F_ac_to_r_s_w_ill_b_e_a_pp_r_,e_d _fo_r_ca_lc_u_la_ti_on_s_ . Load for Span Number 1 Point Load : D = 4.30, Lr = 6.90 k @ 0.0 ft Load for Span Number 2 Point Load : D = 3.80, Lr= 3.0 k @8.0 ft Load for Span Number 3 Point Load : D = 3.80, Lr= 3.0 k@ 7.50-ft Point Load : D = 2.90, Lr = 2.30 k @ 11.50 ft Point Load : D = 2.90, Lr= 2.30 k@ 19.50 ft Point Load : D = 3.80, Lr= 3.0 k@27.50 ft Load for Span Number 4 Point Load: D = 1.0, Lr= 1.60 k@6.0 ft 'DESIGN SUMMARY .. -------...... --·· ·· 1 Maximum Bending Stress Ratio Section used for this span fb: Actual = 0.9261 5.125:x21 = 2, 140.77psi Maximum Shear Stress Ratio Section used for this span fv: Actual FB : Allowable = 2,312.50psi Load Combination +D+Lr+H, LL Comb Run (L ***) Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 6.000ft = Span# 1 0.337 in Ratio = -0.289 in Ratio = 0.575 in Ratio = -0.548 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 426>=360 498>=360 250>=180 262>=180 = 0.475: 1 5.125:x21 = 157.23 psi = 331.25 psi +D+Lr+H, LL Comb Run (*LL*) = 8.500ft = Span#2 -------------------------------------------------- Max Stress Ratios Load Combination Segment Length Span# M V Cd CFN Cj Cr Cm C 1 CL +D+H GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Moment Values Shear Values M fb F'b V fv F'v 0.00 0.00 0.00 0.00 Page 45 of 92 • • • • • Fi!e = P:\CRBEN~-1\IONIST-1\ENGINE-1\CALCUL.-1\2280\IONIS2-1.EC8 • --. --.. _ENERGALC, ING, t913~:20J6, Build:6.16.5.11, Ver.6,16.5.11 • Description: G1A (use 16 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values • Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fy F'v Length = 6.0 ft 1 0.494 0.251 0.90 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1665.00 4.30 59.93 238.50 • Length = 8.50 ft 2 0.547 0.357 0.90 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1665.00 6.12 85.24 238.50 Length = 27 .50 ft 3 0.594 0.357 0.90 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1532.50 6.12 85.24 238.50 • Length = 6.0 ft 4 0.115 0.357 0.90 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1665.00 1.00 85.24 238.50 +D+L +H, LL Comb Run (***L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 · 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L +H, LL Comb Run (**L *) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27:50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L +H, LL Comb Run (**LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length = 27 .50 ft 3 0.535 0.322 . 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+L +H, LL Comb Run (*L **) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft ·1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L+H, LL Comb Run (*L*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+L +H, LL Comb Run (*LL*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.444 0.226 1.00 1.000 -1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+L +H, LL Comb Run (*LLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27.50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 Length = 6.0 ft 4 0.103 ·Q.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L +H, LL Comb Run (L ***) . 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+L +H, LL Comb Run (L **L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 l 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L+H, LL Comb Run (L*L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.000 too 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L+H, LL Comb Run (L*LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+L +H, LL Comb Run (LL**) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 46 of 92 5/19/2016 • • • • • • ·wood Be.am'. File= P:\CRBENG-1\IONIST .,.1\ENGINE-1\CALCUL-1\2280UONIS2~1 .EC6 • . --Efil;RCALC, INC. 1~83-2016; Build:6,16.5.11, Ver:6.16.5:i_f . • Description: G1A (use 16 psf RLL reduction) • Load Combination Max Stress R~tios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length= 27.50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+L +H, LL Comb Run (LL *L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 Length = 8.50 ft 2 0.492 0;322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 • Length = 27 .50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L +H, LL Comb Run (LLL *) 1.000 1-.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length = 27.50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 too 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 • +D+L +H, LL Comb Run (LLLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.444 0.226 1.00 1.()00 1.00 1.00 1.00 1.00 1.00 25.80 821.90 1850.00 4.30 59.93 265.00 • Length = 8.50 ft 2 0.492 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1850.00 6.12 85.24 265.00 Length= 27.50 ft 3 0.535 0.322 1.00 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1702.77 6.12 85.24 265.00 • Length = 6.0 ft 4 0.103 0.322 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 1850.00 1.00 85.24 265.00 +D+Lr+H, LL Comb Run (***L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 Length = 8.50 ft 2 0.355 0.237 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 5.63 78.51 331.25 • Length= 27.50 ft 3 0.373 0.237 1.25 0.920 1.00 1.00 1.00 1.00 1.00 24.91 793.68 2128.47 5.63 78.51 331.25 Length = 6.0 ft 4 0.215 0.237 1.25 1.000 1.00 1.0.0 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 78.51 331.25 • +D+Lr+H, LL Comb Run (**L *) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.759 0.474 1.25 1.000 1.00 1.00 1.00 1.00 1.00 55.11 1,755.52 2312.50 11.27 157.06 331.25 Length = 27 .50 ft 3 0.825 0.474 1.25 0.920 1.00 1.00 1.00 1.00 1.00 55.11 1,755.52 2128.47 11.27 157.06 331.25 • Length = 6.0 ft 4 0.083 0.474 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 157.06 331.25 +D+Lr+H, LL Comb Run (**LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 Length = 8.50 ft 2 0.709 0.454 1.25 1.000 1.00 1.00 1.00 1.00 1.00 51.44 1,638.71. 2312.50 10.79 150.34 331.25 • Length = 27.50 ft 3 0.770 0.454 1.25 0.920 1.00 1.00 1.00 1.00 1.00 51.44 1,638.71 2128.47 10.79 150.34 331.25 Length = 6.0 ft 4 0.215 0.454 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 150.34 331.25 • +D+Lr+H, LL Comb Run (*L **) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 Length = 8.50 ft 2 0.398 0.258 1.25 1.000 1.00 1.00 1.00 1.00 1.00 28.90 920.79 2312.50 6.13 85.40 331.25 • Length= 27.50 ft 3 0.433 0.25.8 1.25 0.920 1.00 1.00 1.00 1.00 1.00 28.90 920.79 2128.47 6.13 85.40 331.25 Length = 6.0 ft 4 0.083 0.258 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 85.40 331.25 • +D+Lr+H, LL Comb Run (*L *L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.355 0.238 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 5.65 78.68 331.25 Length = 27 .50 ft 3 0.378 0.238 1.25 0.920 1.00 1.00 1.00 1.00 1.00 25.24 803.99 2128.47 5.65 78.68 331.25 • Length = 6.0 ft 4 0.215 0.238 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 78.68 331.25 +D+Lr+H, LL Comb Run (*LL*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 Length = 8.50 ft 2 0.764 0.475 1.25 1.000 1.00 1.00 1.00 1.00 1.00 55.43 1,765.83 2312.50 11.28 157.23 331.25 • Length = 27 .50 ft 3 0.830 0.475 1.25 0.920 1.00 1.00 1.00 1.00 1.00 55.43 1,765.83 2128.47 11.28 157.23 331.25 Length = 6.0 ft 4 0.083 0.475 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 157.23 331.25 • +D+Lr+H, LL Comb Run (*LLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.713 0.454 1.25 1.000 1.00 1.00 1:00 1.00 1.00 51.76 1,649.02 2312.50 10.80 150.50 331.25 Length = 27 .50 ft 3 0.775 0.454 1.25 0.920 1.00 1.00 1.00 1.00 1.00 51.76 1,649.02 2128.47 10.80 150.50 331.25 • Length = 6.0 ft 4 0.215 0.454 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 150.50 331.25 • +D+Lr+H, LL Comb Run (L ***) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 • Length = 8.50 ft 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 5.94 156.10 331.25 Length= 27.50 ft 3 0.339 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 29.37 935.50 2761.25 5.94 156.10 331.25 • Length = 6.0 ft 4 0.083 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 156.10 331.25 +D+Lr+H, LL Comb Run (L**L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 47 of 92 5/19/2016 • • • • • • File= P:ICRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 • . ~NERCALC, INC.19,83-2916, Build:6.16,5.11, Ver:6.16.5.11 • Description: G1A (use 16 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 6.0 ft 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 • Length = 8.50 fl 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 5.77 156.10 331.25 Length = 27 .50 ft 3 0.317 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 27.49 875.77 2761.25 5.46 156.10 331.25 • Length = 6.0 ft 4 0.215 0:471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 156.10 331.25 +D+Lr+H, LL Comb Run (L*L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 Length = 8.50 fl 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.09 156.10 331.25 • Length = 27 .50 ft 3 0.752 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 50.22 1,599.82 2128.47 11.09 156.10 331.25 Length = 6.0 fl 4 0.083 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 156.10 331.25 • +D+Lr+H, LL Comb Run (L*LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 • Length = 8.50 fl 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 10.61 156.10 331.25 • Length = 27 .50 ft 3 0.556 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 48.20 1,535.64 2761.25 10.61 156.10 331.25 Length = 6.0 ft 4 0.215 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 156.10 331.25 • +D+Lr+H, LL Comb Run (LL .. ) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 • Length = 8.50 ft 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 5.95 156.10 331.25 Length = 27 .50 ft 3 0.337 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 29.18 929.50 2761.25 5.95 156.10 331.25 • Length = 6.0 fl 4 0.083 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 156.10 331.25 +D+Lr+H, LL Comb Run (LL*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 fl 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 Length = 8.50 ft 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 5.91 156.10 331.25 • Length= 27.50 ft 3 0.315 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 27.30 869.76 2761.25 5.47 156.10 331.25 Length = 6.0 ft 4 0.215 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 156.10 331.25 • +D+Lr+H, LL Comb Run (LLL *) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 fl 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 • Length = 8.50 ft 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.10 156.10 331.25 Length = 27 .50 ft 3 0.756 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 50.54 1,610.13 2128.47 11.10 156.10 331.25 • Length = 6.0 fl 4 0.083 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 156.10 331.25 +D+Lr+H, LL Comb Run (LLLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 11.20 156.10 331.25 Length = 8.50 ft 2 0.926 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 67.20 2,140.77 2312.50 10.62 156.10 331.25 • Length= 27.50 ft 3 0.554 0.471 1.25 0.920 1.00 1.00 1.00 1.00 1.00 48.02 1,529.64 2761.25 10.62 156.10 331.25 • Length = 6.0 ft 4 0.215 0.471 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.60 496.96 2312.50 2.60 156.10 331.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27.50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.356 0.242 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.83 822.8B 2312.50 5.75 80.19 331.25 Length= 27.50 ft 3 0.3B7 0.242 1.25 0.920 1.00 1.00 1.00 1.00 1.00 25.83 822.88 2128.47 5.75 80.19 331.25 • Length = 6.0 ft 4 0.182 0.242 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 80.19 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 Length = 8.50 ft 2 0.668 0.420 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.48 1,544.26 2312.50 9.9B 139.11 331.25 • Length = 27 .50 ft 3 0.726 0.420 1.25 0.920 1.00 1.00 1.00 1.00 1.00 48.48 1,544.26 2128.47 9.98 139.11 331.25 Length = 6.0 ft 4 0.083 0.420 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 139.11 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.630 0.405 1.25 1.000 1.00 1.00 1.00 1.00 1.00 45.73 1,456.66 2312.50 9.62 134.06 331.25 Length = 27 .50 ft 3 0.684 0.405 1.25 0.920 1.00 1.00 1.00 1.00 1.00 45.73 1,456.66 2128.47 9.62 134.06 331.25 • Length = 6.0 ft 4 0.182 0.405 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 134.06 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.397 0.258 1.25 1.000 1.00 1.00 1.00 1.00 1.00 28.82 918.22 2312.50 6.12 85.36 331.25 Length = 27 .50 ft 3 0.431 0.258 1.25 0.920 1.00 1.00 1.00 1.00 1.00 28.82 918.22 2128.47 6.12 85.36 331.25 • Length = 6.0 fl 4 0.083 0.258 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 85.36 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A Jonis 2280 Tl Page 48 of 92 5/19/2016 • • • • • • File= 1?:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-112280UON1S2-1.EC6 · • .. . . ENERCALC, )NC.19<!3.·2016, llujld:6 .. 16.5:11;Ver:6,.16.5.11 . • Description: G1A {use 16 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm C t CL M lb F'b V fv F'v • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.359 0.242 1.25 1.000 1.00 1.00 1.00 1.00 1.00 26.07 830.61 2312.50 5.76 80.32 331.25 Length = 27 .50 ft 3 0.390 0.242 1.25 0.920 1:00 1.00 1.00 1.00 1.00 26.07 830.61 2128.47 5.76 80.32 331.25 • Length = 6.0 ft 4· 0.182 0;242 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 80.32 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 Length = 8.50 ft 2 0.671 0.420 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.72 1,551.99 2312.50 9.99 139.23 331.25 • Length = 27 .50 ft 3 0.729 0.420 1.25 0.920 1.00 1.00 1.00 1.00 1.00 48.72 1,551.99 2128.47 9.99 139.23 331.25 Length = 6.0 ft 4 0.083 0.420 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 139.23 . 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.355 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2312.50 4.30 59.93 331.25 • Length = 8.50 ft 2 0.633 0.405 1.25 1.000 1.00 1.00 1.00 1.00 1.00 45.97 1,464.39 2312.50 9.63 134.19 331.25 Length = 27 .50 ft 3 0.688 0.405 1.25 0.920 1.00 1.00 1.00 1.00 1.00 45.97 1,464.39 2128.47 9.63 134.19 331.25 • Length = 6.0 ft 4 0.182 0.405 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 134.19 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 • Length = 8.50 ft 2 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.ob 56.85 1,811.05 2312.50 5.98 132.06 331.25 Length = 27 .50 ft 3. 0.331 0.399 1.25 0.920 1.00 1.00 1.00 1.00 1.00 28.65 912.84 2761.25 5.98 132.06 331.25 • Length = 6.0 ft 4 0.083 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 132.06 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 Length = 8.50 ft 2 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 5.62 132.06 331.25 • Length = 27 .50 ft 3 0.314 0.399 1.25 0.920 1.00 1.00 1.00 1.00 1.00 27.25 868.03 2761.25 5.62 132.06 331.25 Length = 6.0 ft 4 0.182 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 132.06 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 • Length = 8.50 ft 2 0.783 0.414 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.85 137.25 331.25 Length = 27 .50 ft 3 0.671 0.414 1.25 0.920 1.00 1.00 1.00 1.00 1.00 44.81 1,427.49 2128.47 9.85 137.25 331.25 • Length = 6.0·ft 4 0.083 0.414 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 137.25 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.783 0:399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 Length = 8.50 ft 2 0.783 . 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.49 132.21 331.25 • Length = 27 .50 ft 3 0.494 0.399 1.25 0.920 1.00 1.00 1.00 1.00 1.00 42.78 1,362.94 2761.25 9.49 132.21 331.25 Length = 6.0 ft 4 0.182 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 132.21 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.47 132.06 331.25 • Length = 8.50 ft 2 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 5.99 132.06 331.25 • Length = 27 .50 ft 3 0.329 0:399 1.25 0.920 1.00 1.00 1.00 1.00 1.00 28.51 908.33 2761.25 5.99 132.06 331.25 Length = 6.0 ft 4 0.083 0.399 1.25 1.000 1.00 1.00 1.00 1.00 ·1.00 6.00 191.14 2312.50 1.00 132.06 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 • Length = 8.50 ft 2 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 5.63 132.06 331.25 Length = 27.50 ft 3 0.313 0.399 1.25 0.920 1.00 1.00 1.00 1.00 1.00 27.11 863.53 2761.25 5.63 132.06 331.25 • Length = 6.0 ft 4 0.182 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 132.06 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.783 0:399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 Length = 8.50 ft 2 0.783 0.415 · 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.86 137.37 331.25 • Length= 27.50 ft 3 0.674 0.415 1.25 0.920 1.00 1.00 1.00 1.00 1.00 45.05 1,435.22 2128.47 9.86 137.37 331.25 Length = 6.0 ft 4 0.083 0.415 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2312.50 1.00 137.37 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.48 132.06 331.25 • Length = 8.50 ft 2 0.783 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2312.50 9.49 132.33 331.25 Length = 27.50 ft 3 0.492 0,399 1.25 0.920 1.00 1.00 1.00 1.00 1.00 42.64 1,358.44 2761.25 9.49 132.33 331.25 • Length = 6.0 ft 4 0.182 0.399 1.25 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2312.50 2.20 132.33 331.25 +D+0.750L +0.750S+H, LL Comb Rt 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L +0.750S+H, LL Comb Rt 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page49 of 92 5/19/2016 • • • • • • File= P:\CRBENG-1\IONISNIENGJNE-1\CALCUl.:-1\2280\IONIS2-1.EC6 • ENERCAl.:C, [NC.1983-2016, Build:6,16,5:11, Ver.6.16.§.1.1 ., Description : G1A (use 16 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1,00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 .1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length = 27 .50 ft 3 0.465 0.280 ·1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length= 27.50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L +0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length= 27.50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A Jonis 2280 Tl Page 50 of 92 5/19/2016 • • • • • • File = P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 • . . ENERCALC, INC.1983-2016,_Build:6,1.6.5.11, Ver:6.16.5.11 . • Description : G1A (use 16 psf RLL reduction) • Load Combination Max Stress Ratios Momeni Values Shear Values • Segment Length Span# M V Cd CFN Cj Cr Cm CI CL M fb F'b V fv F'v Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 • Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 Length= 27.50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 • Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 +D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.386 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2127.50 4.30 59.93 304.75 Length = 8.50 ft 2 0.428 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2127.50 6.12 85.24 304.75 • Length = 27 .50 ft 3 0.465 0.280 1.15 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 1958.19 6.12 85.24 304.75 Length = 6.0 ft 4 0.090 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2127.50 1.00 85.24 304.75 • +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0;141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.66 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft · 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.278 0.189 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.83 822.88 2960.00 5.75 80.19 424.00 • Length = 27 .50 ft 3 0.302 0.189 1.60 0.920 1.00 1.00 1.00 1.00 1.00 25.83 822.88 2724.44 5.75 80.19 424.00 Length = 6.0 ft 4 0.142 0.189 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 80.19 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.522 0.328 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.48 1,544.26 2960.00 9.98 139.11 424.00 Length = 27 .50 ft 3 0.567 0.328 1.60 0.920 1.00 1.00 1.00 1.00 1.00 48.48 1,54426 2724.44 9.98 139.11 424.00 • Length = 6.0 ft 4 0.065 0.328 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 139.11 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.492 0.316 1.60 1.000 1.00 1.00 1.00 1.00 1.00 45.73 1,456.66 2960.00 9.62 134.06 424.00 • Length = 27.50 ft 3 0.535 0.316 1.60 0.920 1.00 1.00 1.00 1.00 1.00 45.73 1,456.66 2724.44 9.62 134.06 424.00 • Length = 6.0 ft 4 0.142 0.316 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 134.06 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.310 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.82 918.22 2960.00 6.12 85.36 424.00 • Length = 27 .50 ft 3 0.337 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.82 918.22 2724.44 6.12 85.36 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.36 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.281 0.189 1.60 1.000 1.00 1.00 1.00 1.00 1.00 26.07 830.61 2960.00 5.76 80.32 424.00 Length = 27 .50 ft 3 0.305 0.189 1.60 0.920 1.00 1.00 1.00 1.00 1.00 26.07 830.61 2724.44 5.76 80.32 424.00 • Length = 6.0 ft 4 0.142 0.189 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 80.32 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.524 0.328 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.72 1,551.99 2960.00 9.99 139.23 424.00 • Length= 27.50 ft 3 0.570 0.328 1.60 0.920 1.00 1.00 1.00 1.00 1.00 48.72 1,551.99 2724.44 9.99 139.23 424.00 Length = 6.0 ft 4 0.065 0.328 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 139.23 424.00 • +D+0.750Lr+0.750L+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.495 0.316 1.60 1.000 1.00 1.00 1.00 1.00 1.00 45.97 1,464.39 2960.00 9.63 134.19 424.00 • Length = 27.50 ft 3 0.538 0.316 1.60 0.920 1.00 1.00 1.00 1.00 1.00 45.97 1,464.39 2724.44 9.63 134.19 424.00 Length = 6.0 ft 4 0.142 0.316 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 134.19 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 • Length = 8.50 ft 2 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 5.98 132.06 424.00 Length = 27 .50 ft 3 0.258 0.311 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.65 912.84 3534.40 5.98 132.06 424.00 • Length = 6.0 ft 4 0.065 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 132.06 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A Jonis 2280 Tl Page 51 of 92 5/19/2016 • • • • • • Wc>Pd:aeam · File = P:\GRBENG-1\IONIST-1\ENGINE-1\CALCUL-112280\IONIS2.-1.lcC6 • ENERC~tC, lf':lC .. 1!\8~2016, Buil\l:6.16,5.11, Ver:6.16.5.1.1 • Description : G1A (use 16 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values • Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v Length = 6.0 ft 1 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 • Length = 8.50 ft 2 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 5.62 132.06 424.00 Length = 27.50 ft 3 0.246 0.311 1.60 0.920 1.00 1.00 1.00 1.00 1.00 27.25 868.03 3534.40 5.62 132.06 424.00 • Length = 6.0 ft 4 0.142 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 132.06 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 · 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 Length = 8.50 ft 2 0.612 0.324 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.85 137.25 424.00 • Length = 27 .50 ft 3 0.524 0.324 1.60 0.920 1.00 1:00 1.00 1.00 1.00 44.81 1,427.49 2724.44 9.85 137.25 424.00 Length= 6.0 ft 4 0.065 0.324 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 137.25 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 • Length = 8.50 ft 2 0.612 0.312 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.49 132.21 424.00 • Length = 27 .50 ft 3 0.386 0.312 1.60 0.920 1.00 1.00 1.00 1.00 1.00 42.78 1,362.94 3534.40 9.49 132.21 424.00 Length = 6.0 ft 4 0.142 0.312 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 132.21 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.612 0.311 1:60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.47 132.06 424.00 • Length = 8.50 ft 2 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 5.99 132.06 424.00 Length = 27 .50 ft 3 0.257 0.311 1.60 0.920 1.00 1.00 ·1.00 1.00 1.00 28.51 908.33 3534.40 5.99 132.06 424.00 • Length = 6.0 ft 4 0.065 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 132.06 424.00 +D+0.750Lr+0.750L +0,450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 Length = 8.50 ft 2 0.612 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 5.63 132.06 424.00 • Length= 27.50 ft 3 0.244 0:311 1.60 0.920 1.00 1.00 1.00 1.00 1.00 27.11 863.53 3534.40 5.63 132.06 424.00 Length = 6.0 ft 4 0.142 0.311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 132.06 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.612 0:311 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 • Length = 8.50 ft 2 0.612 0.324 · 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.86 137.37 424.00 Length = 27 .50 ft 3 0.527 0.324 1.60 0.920 1.00 1.00 1.00 1.00 1.00 45.05 1,435.22 2724.44 9.86 137.37 424.00 • Length = 6.0 ft 4 0.065 0.324 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 137.37 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.612 0.311 1.60 1.000, 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.48 132.06 424.00 Length = 8.50 ft 2 0.612 0.312 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.85 1,811.05 2960.00 9.49 132.33 424.00 • Length = 27 .50 ft 3 0.384 0.312 1.60 0.920 1.00 1.00 1.00 1.00 1.00 42.64 1,358.44 3534.40 9.49 132.33 424.00 Length = 6.0 ft 4 0.142 0.312 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.20 420.51 2960.00 2.20 132.33 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 t60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750.S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 too 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 . 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 •• Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 52 of 92 5/19/2016 • • • • • • wooq~eam 'File;; P:\CRBENG-1\IONIST-1\ENGINE-1\CALCCJL -112280UONIS2-1.EC6 · • · · · ENERl::ALC, INC.1983-2016, $uilrj:6.16.5:11, Ver:6.16.5:11 · I ,tt•t • Description: G1A (use 16 psfRLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 o.~08 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 too 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308' · 0.,201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 O.Q65 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 ·0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1:000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0..141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 too 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A Jonis 2280 Tl Page 53 of 92 5/19/2016 • • • • • • ·Wood Beam -· , File= R:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONISN.EC6 • · · ·. ENERCA,LC, INC: 1983-2016, Build:6.16.5.11, Ver:6.16.5:11 I, II' I • Description: G1A (use 16 psf RLL reduction) • Load Combination Max Stress Ratios Momeni Values Shear Values Segment Length Span# M V Cct CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 O.Q65 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L+0.750S+0.5250E+H, LL 1.0QO 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 ·0.201 1.60 1.000 1.00· 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00. 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 • Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 . 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 {00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 821.90 2960.00 4.30 59.93 424.00 • Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2960.00 6.12 85.24 424.00 Length = 27 .50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 28.58 910.49 2724.44 6.12 85.24 424.00 • Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.00 191.14 2960.00 1.00 85.24 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 54 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\CRBENG-1UONIST-1\ENGINE'-1\CALCUL-1\2280\IONIS2-1.EC6 !:NE;~CALC, If.IC, 198~-2016, Build:6.16.5.11, Ver:6.16.5.11· Description: G1A (use 16 psfRLL reduction) Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr Length = 6.0 ft 1 0.278 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Length = 8.50 ft 2 0.308 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Length= 27.50 ft 3 0.334 0.201 1.60 0.920 1.00 1.00 1.00 1.00 1.00 Length = 6.0 ft 4 0.065 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 Length= 6.0 ft 1 0.167 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Length = 8.50 ft 2 0.185 0.121 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Length= 27.50 ft 3 0.201 0.121 1.60 0.920 ·1.00 1.00 1.00 1.00 1.00 Length= 6.0 ft 4 0.039 0.121 1.60 1.000 1.00 1.00 1.00 1.00 1.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 Length= 6.0 ft 1 0.167 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Length=8.50ft 2 0.185 0.121 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Length= 27.50 ft 3 0.201 0.121 1.60 0.920 1.00 1.00 1.00 1.00 1.00 Length= 6.0 ft 4 0.039 0.121 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Moment Values M lb 25.80 821.90 28.58 910.49 28.58 910.49 6.00 191.14 15.48 493.14 17.15 546.29 17.15 546.29 3.60 114.68 15.48 493.14 17.15 546.29 17.15 546.29 3.60 114.68 F'b 2960.00 2960.00 2724.44 2960.00 0.00 2960.00 2960.00 2724.44 2960.00 0.00 2960.00 2960.00 2724.44 2960.00 Shear Values V fv F'v 4.30 59.93 424.00 6.12 85.24 424.00 6.12 85.24 424.00 1.00 85.24 424.00 0.00 0.00 0.00 2.58 35.96 424.00 3.67 51.14 424.00 3.67 51.14 424.00 0.60 51.14 424.00 0.00 0.00 0.00 2.58 35.96 424.00 3.67 51.14 424.00 3.67 51.14 424.00 0.60 51.14 424.00 . Qveran ·Maximum Deflections·· ___ .... ---~-~~~=~-'"----------------------- Load Combination +D+Lr+H, LL Comb Run (L*L*) +D+Lr+H, LL Comb Run (L*L*) . Vertical: ije;rction ___ s __ Load Combination Overall MAXimum Overall MINimum +D+H +D+L +H, LL Comb Run (-L) +D+L +H, LL Comb Run (**L *) +D+L +H, LL Comb Run (**LL) +D+L +H, LL Comb Run (*L **) +D+L +H, LL Comb Run (*L *L) +D+L+H, LL Comb Run (*LL*) +D+L +H, LL Comb Run (*LLL) +D+L +H, LL Comb Run (L ***) . +D+L +H, LL Comb Run (L **L) +D+L +H, LL Comb Run (L *L *) +D+L +H, LL Comb Run (L*LL) +D+L +H, LL Comb Run (LL**) +D+L +H, LL Comb Run (LL *L) +D+L +H, LL Comb Run (LLL*) +D+L +H, LL Comb Run (LLLL) +D+Lr+H, LL Comb Run (***L) +D+Lr+H, LL Comb Run (**L*) +D+Lr+H, LL Comb Run (**LL) +D+Lr+H, LL Comb Run (*L**) +D+Lr+H, LL Comb Run (*L*L) +D+Lr+H, LL Comb Run (*LL*) +D+Lr+H, LL Comb Run (*LLL) +D+Lr+H, LL Comb Run·(L ***) +D+Lr+H, LL Comb Run (L**L) +D+Lr+H, LL Comb Run (L*L*) +D+Lr+H, LL Comb Run (L*LL) +D+Lr+H, LL Comb Run (LL**) +D+Lr+H, LL Comb Run (LL*L) +D+Lr+H, LL Comb Run (LLL*) +D+Lr+H, LL Comb Run (LLLL) +D+S+H +D+0.750Lr+0.750L+H, LL Comb Run(* +D+0.750Lr+0.750L+H, LL Comb Run(* GSSI Job No. 16012A 5/19/2016 Span Max."-" Defl · Location in Span Load Combination Max. "+" Defl Location in Span 1 0.5746 0.000 0.0000 0.000 2 0.0000 0.000 +D+Lr+H, LL Comb Run (L*L*) -0.1301 4.196 3 0.8425 14.272 0.0000 4.196 4 0.0000 14.272 +D+Lr+H, LL Comb Run (L *L *) -0.5483 6.000 ~ .. ~ .. --------· ,.. ____ ..,. ---. . . . Support notation : Far left is #1 Values in KIPS ----~--------·---------------------------------Support 1 Support 2 Support 3 Support 4 Support 5 17.112 21.167 15.991 0.138 -0.914 -0.012 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.628 9.105 10.367 1.076 18.294 13.731 1.507 17.380 15.813 4.335 12.893 8.273 4.766 11.979 10.355 1.214 21.167 13.719 1.645 20.253 15.801 16.542 4.396 8.462 16.973 3.482 10.544 13.421 12.670 13.908 13.853 11.757 15.991 16.680 7.269 8.450 17.112 6.356 10.533 13.560 15.544 13.897 13.991 14.630 15.979 4.196 10.019 8.284 4.520 9.334 9.846 1.856 16.225 12.369 lonis 2280 Tl Page 55 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .Wood Beam . .. , .. Description: G1A (use 16 psf RLL reduction) ~ --~ ---~ File= P:\CRBENG-<J\IONIST-1\ENGINE-.1\CALCIJL-1\2280\1O~1S2'-1.EC6 EN.ERCALC, INC.19_83-2016, Bui[d:6.16.5.11, Ver:6.16.~,11 . . Vertical' Reaction$_ _ ----_ , ___ ,.,.,. _ -·· _ ,, . ____ s_u_pp_o_rt_no_ta_tio_n_: .,..Fa_r_left_i_s#_1 ______ V_a_lu_es_i_n K_IP_S ______ _ Support 1 Support 2 Support 3 Support 4 Support 5 Load Combination +D+0.750Lr+0.750L +H, LL Comb Run(* +D+0.750Lr+0.750L +H, LL Comb Run(* +D+0.750Lr+0.750L +H, LL Comb Run (* +D+0.750Lr+0.750L +H, LL Comb Run (* +D+0.750Lr+0.750L +H, LL Comb Run (* +D+0.750Lr+0.750L+H, LL Comb Run (L +D+0.750Lr+0.750L+H, LL Comb Run (L +D+0.750Lr+0.750L +H, LL Comb Run (L +D+0.750Lr+0.750L+H, LL Comb Run (L +D+0.750Lr+0.750L +H, LL Comb Run (L +D+0.750Lr+0.750L +H, LL Comb Run (L +D+0.750Lr+0.750L +H, LL Comb Run (L +D+0.750Lr+0.750L+H, LL Comb Run (L +D+0.750L +0.750S+H, LL Comb Run (** +D+0.750L+0.750S+H, LL Comb Run(** +D+0.750L +0.750S+H, LL Comb Run(** +D+0.750L+0.750S+H, LL Comb Run (*L +D+0.750L +0.750S+H, LL Comb Run (*L +D+0.750L+0.750S+H, lL Comb Run (*L +D+0.750L +0.750S+H, LL Comb Run (*L +D+0.750L +0.750S+H, LL Comb Run (L* +D+0.750L+0.750S+H, LL Comb Run (L* +D+0.750L +0.750S+H, LL Comb Run (L * +D+0.750L+0.750S+H, LL Comb Run (L* +D+0.750L +0.750S+H, LL Comb Run (LL +D+0.750L+0.750S+H, LL Comb Rµn (LL +D+0.750L+0.750S+H, LL Comb Run (LL +D+0.750L+0.750S+H, LL Comb Run (LL +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L +O. 750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L+0.750S+0.450W+H, LL Comb +D+0.750L +O. 750S+0.450W+H, LL Comb GSSI Job No. 16012A 5/19/2016 2.179 15.540 13.931 4.300 12.174 8.276 4.624 11.489 9.837 1.960 18.380 12.360 2.283 17.695 13.922 13.456 5.802 8.418 13.779 5.116 9.979 11.115 12.008 12.502 11.439 11.322 14.064 13.559 7.957 8.409 13.883 7.271 9.971 11.219 14.163 12.494 11.542 13.477 14.055 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 . 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.520 9.334 9.846 1.856 16.225 12.369 2.179 15.540 13.931 4.300 12.174 8.276 4.624 11.489 9.837 1.960 18.380 12.360 2.283 17.695 13.922 13.456 5.802 8.418 13.779 5.116 9.979 11.115 12.008 12.502 11.439 11.322 14.064 13.559 7.957 8.409 13.883 7.271 9.971 11.219 14.163 12.494 11.542 13.477 14.055 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 . 4.196 10.019 .8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 lonis 2280 Tl Page 56 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description: G1A (use 16 psf RLL reduction) --···-·--· ·-----~--~··· -------" ,-_ :vertic~I .Re~ctiQns . -__ -_ .. ---~-------.. __ -~~-- Load Combination +D+0.750L +0.750S+0.5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0,5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L+0.750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only, LL Comb Run (***L) Lr Only, LL Comb Run (**L*) Lr Only, LL Comb Run (**LL) Lr Only, LL Comb Run (*L **) Lr Only, LL Comb Run (*L*L) Lr Only, LL Comb Run (*LL*) Lr Only, LL Comb Run (*LLL) Lr Only, LL Comb Run (L ***) Lr Only, LL Comb Run (L **L) Lr Only, LL Comb Run (L *L *) Lr Only, LL Comb Run (L *LL) Lr Only, LL Comb Run (LL**) Lr Only, LL Comb Run (LL*L) Lr Only, LL Comb Run (LLL *) Lr Only, LL Comb Run (LLLL) L Only, LL Comb Run (***L) L Only, LL Comb Run (**L *) L Only, LL Comb Run (~LL) L Only, LL Comb Run (*L**) L Only, LL Comb Run (*L *L) L Only, LL Comb Run (*LL*) L Only, LL Comb Run (*LLL) L Only, LL Comb Run (L***) L Only, LL Comb Run (L **L) L Only, LL Comb Run (L *L *) L Only, LL Comb Run (L *LL) L Only, LL Comb Run (LL**) L Only, LL Comb Run (LL *L) L Only, LL Comb Run (LLL*) L Only, LL Comb Run (LLLL) sonly WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 • File= P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 ENERCALC, INC.1983-2016, Build:6.16.5.11, Ver:6.16.5.11 Support notation : Far left is #1 Values in KIPS Support 2 Support 3 Support 4 Support 5 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 4.196 10.019 8.284 2.518 6.012 4.971 2.518 6.012 4.971 4.196 10.019 8.284 0.431 -0.914 2.082 -3.121 8.274 5.446 -2.689 7.361 7.529 0.138 2.873 -0.012 0.570 1.960 2.071 -2.982 11.148 5.435 -2.551 10.234 7.517 12.346 -5.623 0.178 12.777 -6.537 2.260 9.225 2.651 5.624 9.656 1.737 7.706 12.484 -2.750 0.166 12.915 -3.664 2.248 9.363 5.524 5.612 9.795 4.611 7.695 lonis 2280 Tl Page 57 of 92 • • • • • • • • • • • • • • ·-• • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\CRBENG-1\IONIST,,1\ENGINE,,1\CALCUt-112280\IONIS2-1.EC6 · ··· · $t-iERC~LC,INC.19$~-2016, Build:6.16.5.11,1/~r:P.16,5.11 Description : G2 -~c,p~~;_f.l;~ffeNC;_§.· ____ , ____ ·=~==----=~:-=_:---"' ____________________ _ 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 2,400.0 psi 1,850.0 psi 1,65O.Opsi E: Modulus of Elasticity Load Combination :A.SCE 7-1 O Fb -Compr Fc-Prll Wood Species : DF/DF Fc-Perp Wood Grade _ : 24F -V4 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling O(8.4) 1 Lr(1.9) ' 5.125x15 Span = 11.750 ft 0(3.8) tr(3.8) ' 0(3.8) jr(3.8) ' 65O.Opsi 265.Opsi 1,100.0 psi 5.125x15 Span= 18.0 ft Ebend-xx 1,800.0 ksi Eminbend -xx 95O.Oksi Ebend-yy 1,6OO.Oksi Eminbend -yy 85O.Oksi Density 31.20 pcf ~--------------------------------------------------------------~--·----I -AppUecfLQ~~~~-... -~ ----. --_ --·---. ---· ---, __ . _______ s_e_rv_ic_e_lo_a_ds_e_n_te_r_ed_._L_oa_d_F_a_ct_o_rs_w_il_l b_e_a_p_p_lie_d_fo_r_c_al_cu_l_at_io_ns_._ Load for Span Number 1 Point Load : D = 8.40, Lr = 1.90 k @2.0 ft Point Load : D = 3.80, Lr= 3.80 k@ 10.0 ft Load for Span Number 2 Point Load : D = 3.80, Lr = 3.80 k @ 4.250 ft Point Load : D = 2.0, Lr= 2.0 k_@ 12.250 ft DESIGN SUMMARY ------_ --. . -_ ~ iMaximum Bending Stress Ratio = 0.748 1 ! Section used for this span 5.125x15 l · fb: Actual = 1,717.2Opsi Maximum Shear Stress Ratio Section used for this span fv: Actual · FB: Allowable = 2,296.6Opsi Load Combination +D+Lr+H, LL Comb Run (LL} Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 2 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.206 in Ratio = -0.058 in Ratio = 0.342 in Ratio = -0.034 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1046>=360 2444>=360 632>=180 4174>=180 Design OK = 0.622: 1 5.125x15 = 206.09 psi = 331.25 psi +D+Lr+H, LL Comb Run (LL} = 10.043 ft = Span#1 '----------------------------------------------.... --·-··. -- M,a>dmitrn F9rces ~--Stresses for Load Combin~tions __ : Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length= 11.750 ft 0.562 0.512 0.90 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1665.00 6.26 122.14 238.50 Length = 18.0 ft 2 0.566 0.512 0.90 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1653.55 4.37 122.14 238.50 +D+L +H, LL Comb Run (*L) 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.506 0.461 1.00 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1850.00 6.26 122.14 265.00 Length = 18.0 ft 2 0.510 0.461 1.00 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1837.28 4.37 122.14 265.00 +D+L +H, LL Comb Run (L *) 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 GSSI Job No. 16012A lonis 2280 Tl Page 58 of 92 5/19/2016 • • • • • File = Pc:ICR.BENG .. 1\I_ONIST-1\ENGINE-1 ICAtCI./.L-1\2280\IONIS?-tEC6 • ENERCA~C. 1~.C.1983-20.16, Build:6.16,5:11, Ver:6.16.5.11 . • Description : G2 • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M lb F'b V fv F'v • Length = 11.750 ft 1 0.506 0.461 1.00 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1850.00 6.26 122.14 265.00 • Length = 18.0 ft 2 0.510 0.461 1.00 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1837.28 4.37 122.14 265.00 +D+L +H, LL Comb Run {LL) 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 11.750 ft 1 0.506 0.461 1.00 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1850.00 6.26 122.14 265.00 Length = 18.0 ft 2 0.510 0.461 1.00 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 1837.28 4.37 122.14 265.00 • +D+Lr+H, LL Comb Run {*L) 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.667 0.498 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.70 1,542.52 2312.50 8.46 164.99 331.25 • Length= 18.0ft 2 0.672 0.498 1.25 0.993 1.00 1.00 1.00 1.00 1.00 24.70 1,542.52 2296.60 8.46 164.99 331.25 +D+Lr+H, LL Comb Run {L*) 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 11.750 ft 1 0.480 0.573 1.25 1.000 1.00 1.00 1.00 1.00 1.00 17.79 1,111.10 2312.50 9.74 189.97 331.25 Length = 18.0 ft 2 0.484 0.573 1.25 0.993 1.00 1.00 1.00 1.00 1.00 17.79 1,111.10 2296.60 4.53 189.97 331.25 • +D+Lr+H, LL Comb Run {LL) 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.743 0.622 1.25 1.000 1.00 1.00 1.00 1.00 1.00 27.50 1,717.20 2312.50 10.56 206.09 331.25 • Length = 18.0 ft 2 0.748 0.622 1.25 0.993 1.00 1.00 1.00 1.00 1.00 27.50 1,717.20 2296.60 8.61 206.09 331.25 • +D+S+H 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.440 0.401 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2127.50 6.26 122.14 304.75 • Length = 18.0 ft 2 0.443 0.401 1.15 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2112.87 4.37 122.14 304.75 +D+0.750Lr+0.750L +H, LL Comb R1 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 11.750 ft 1 0.602 0.438 1.25 1.000 1.00 1.00 1.00 1.00 1.00 22.28 1,391.00 2312.50 7.44 145.08 331:25 Length = 18.0 ft 2 0.606 0.438 1.25 0.993 1.00 1.00 1.00 1.00 1.00 22.28 1,391.00 2296.60 7.44 145.08 331.25 • +D+0.750Lr+0.750L +H, LL Comb RI 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.462 0.518 1.25 1.000 1.00 1.00 1.00 1.00 1.00 17.10 1,067.43 2312.50 8.79 171.45 331.25 • Length = 18.0 ft 2 0.465 0.518 1.25 0.993 1.00 1.00 1.00 1.00 1.00 17.10 1,067.43 2296.60 4.49 171.45 331.25 +D+0.750Lr+0.750L +H, lL Comb RI 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 11.750 ft 1 0.658 0.554 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.38 1,522.00 2312.50 9.41 183.54 331.25 Length = 18.0 ft 2 0.663 0.554 1.25 0.993 1.00 1.00 1.00 1.00 1.00 24.38 1,522.00 2296.60 7.55 183.54 331.25 • +D+0.750L +0.750S+H, LL Comb Rl 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.440 0.401 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2127.50 6.26 122.14 304.75 • Length = 18.0 ft 2 0.443 0.401 1.15 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2112.87 4.37 122.14 304.75 +D+0.750L +0.750S+H, LL Comb Rt 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 11.750 ft 1 0.440 0.401 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2127.50 6.26 122.14 304.75 Length= 18.0 ft 2 0.443 0.401 1.15 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2112.87 4.37 122.14 304.75 • +D+0.750L +0.750S+H, LL Comb Rl 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.440 0.401 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2127.50 6.26 122.14 304.75 • Length = 18.0 ft 2 0.443 0.401 1.15 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2112.87 4.37 122.14 304.75 • +D+0.60W+H 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 ·-Length= 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 +D+0.70E+H 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 Length = 18.0 ft 2 0.319 0.2~8 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.470 0.342 1.60 1.000 1.00 1.00 1.00 1.00 1.00 22.28 1,391.00 2960.00 7.44 145.08 424.00 • Length = 18.0 ft 2 0.473 0.342 1.60 0.993 1.00 1.00 1.00 1.00 1.00 22.28 1,391.00 2939.65 7.44 145.08 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 11.750 ft 1 0.361 0.404 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.10 1,067.43 2960.00 8.79 171.45 424.00 Length = 18.0 ft 2 0.363 0.404 1.60 0.993 1.00 1.00 1.00 1.00 1.00 17.10 1,067.43 2939.65 4.49 171.45 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.514 0.433 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.38 1,522.00 2960.00 9.41 183.54 424.00 • Length = 18.0 ft 2 0.518 0.433 1.60 0.993 1.00 1.00 1.00 1.00 1.00 24.38 1,522.00 2939.65 7.55 183.54 424.00 +D+0.750L +0.750S+0.450W+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 Length = 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 • +D+0.750L +0.750S+0.450W+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 • length = 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 • +D+0.750L +0.750S+0.450W+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 • Length = 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 +D+0.750L +0.750S+0.5250E+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 59 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File = P:\CRBENG-1UONIST-1\ENGINE.,.1\CALCUL "-112280\ION!S2-1.EC6 . . . '.ENERCALC;_INC.1983~2016, Bu[ld:6.16.5.11, Ver:6.16.5.11 Description: G2 Load Combination Max Stress Ri!tios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm CI CL M lb F'b V fv F'v Length= 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 Length = 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 +D+0.750L +0.750S+0.5250E+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 Length = 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 +D+0.750L +0.750S+0.5250E+H, LL 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 1 0.316 0.288 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2960.00 6.26 122.14 424.00 Length = 18.0 ft 2 0.319 0.288 1.60 0.993 1.00 1.00 1.00 1.00 1.00 15.00 936.42 2939.65 4.37 122.14 424.00 +0.60D+0.60W+0.60H 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.750 ft 1 0.190 0.173 1.60 1.000 1.00 1.00 1.00 1.00 1.00 9.00 561.85 2960.00 3.76 73.29 424.00 Length = 18.0 ft 2 0.191 0.173 1.60 0.993 1.00 1.00 1.00 1.00 1.00 9.00 561.85 2939.65 2.62 73.29 424.00 +0.60D+0.70E+0.60H 0.993 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.750 ft 0.190 0.173 1.60 1.000 1.00 1.00 1.00 1.00 1.00 9.00 561.85 2960.00 3.76 73.29 424.00 Length= 18.0 ft 2 0.191 0.173 1.60 0.993 1.00 1.00 1.00 1.00 1.00 9.00 561.85 2939.65 2.62 73.29 424.00 . ·Overan·,Maximum ·Defle:ctions ------~----·---------~----' --_,-.,., --~-----"-=_,,, ___ ,_~ _ _, __ ----~-~-----• -~-. =-Y----~-~-----~--~----~-Load Combination Span Max."-" Defl Location in Span Load Combination Max."+" Defl Location in Span +D+Lr+H, LL Comb Run (L*) 1 0.0919 4.661 Lr Only, LL Comb Run (*L) -0.0512 8.599 +D+Lr+H, LL Comb Run (*L) 2 0.3417 9.654 0.0000 8.599 V~rtical ·Reactioilt __ ·····--·· _ .. ___ ., __ · -~ ___ s_u_pp_o_rt_no_ta_tio_n_: _Fa_r_left_i_s#_1 ______ v_a_lu_es_i_n K_IP_s ______ _ Load Combination Overall MAXimum Overall MINimum +D+H +D+L +H, LL Comb Run (*L) +D+L +H, LL Comb Run (L *) +D+L +H, LL Comb Run (LL) +D+Lr+H, LL Comb Run (*L) +D+Lr+H, LL Com_b Run (L *) +D+Lr+H, LL Comb Run (LL) +D+S+H +D+0.750Lr+0.750L+H, LL Comb Run(* +D+0.750Lr+0.750L+H, LL Comb Run (L +D+0.750Lr+0.750L +H, LL Comb Run (L +D+0.750L +0.750S+H, LL Comb Run (*L +D+0.750L+0.750S+H, LL Comb Run (L* +D+0.750L+0.750S+H, LL Comb Run (LL +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L +0.450W+H, LL Comb +D+0.750Lr+0.750L+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L +O. 750S+0.450W+H, LL Comb +D+0.750L +0.750S+0.450W+H, LL Comb +D+0.750L +O. 750S+0.5250E+H, LL Comb +D+0.750L +O. 750S+0.5250E+H, LL Comb +D+0.750L +0.750S+0.5250E+H, LL Comb +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only, LL Comb Run (*L) Lr Only, LL Comb Run (L *) Lr Only, LL Comb Run (LL) L Only, LL Comb Run (*L) L Only, LL Comb Run (L*) L Only, LL Comb Run (LL) SOnly WOnly GSSI Job No. 16012A 5/19/2016 Support 1 Support 2 Support 3 8.164 19.173 3.144 -0.826 3.951 -0.155 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 5.434 15.222 3.144 8.164 14.266 1.270 7.338 19.173 2.989 6.260 10.315 1.425 5.640 13.995 2.714 7.688 13.278 1.309 7.069 16.959 2.598 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 5.640 13.995 2.714 7.688 13.278 1.309 7.069 16.959 2.598 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 6.260 10 .315 1.425 6.260 10.315 1.425 6.260 10.315 1.425 3.756 6.189 0.855 3.756 6.189 0.855 6.260 10.315 1.425 -0.826 4.907 1.719 1.904 3.951 -0.155 1.078 8.858 1.564 Jonis 2280 Tl Page 60 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File =·P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2 .. 1.EC6 . . j:_NERCALC, ING, 19_83-2016j4iig:6,16,~.11,Yer:6.16.5.11 . Description : G2 · Vertical· Reactions : · · · • -----; Support notation : Far left is #1 Values in KIPS , ___ --~--. _____ , --~-----~ .. --------·· --,...~--.--... · ............ 1~--,------------------------Load Combination Support 1 Support 2 Support 3 EOnly HOnly GSSI Job No. 16012A 5/19/2016 Jonis 2280 Tl Page 61 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\CRBENG-1\iONIST-1\ENG)NE•1\CALCUL-112280\IONiS2-1.EC6 . . _ENERCALC, INC:.1~3-2016, B4fid:6.16.5.11, Ver:6.16.5.11 . Description: G2A (use 12 psfRLL reduction) . . ·C.OQ~Rl;FERl=NJ;ES-· . . . . . ----: ---'--~-"-A ___ , ... _____ ....._ __ .... ___ ~---•••~----'-·~---------------------------------- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination :ASCE 7-10 Wood Species : OF/OF Wood Grade : 24F -V4 Fb-Tension Fb-Compr Fc-Prll Fe-Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 2,400.0psi 1,850.0 psi 1,650.0 psi 650.0psi 265.0psi 1,100.0psi E: Modulus of Elasticity Ebend-xx 1,800.0 ksi Eminbend-xx 950.0ksi Ebend-yy 1,600.0 ksi Eminbend -yy 850.0 ksi Density 31.20 pct ----------------------------------------~---------------- D(4.3) 1 Lr(5.2) D(3.8r(2.3) D(2.9)r1.7) D(3.8)r2.3) D(3.8r2.3) D(6.3r(1.2) l J _I I l . .. 5.125x30 i 5.125x30 l; 5.125x30 Span= 6.0ft Span =36.0ft Span =6.0ft , Applied··Loc1ds~_--~~ . ·:-~ · ·-·= --:~ -~---~=--·--·-7 _______ Se_rv_ic_e_lo_a_ds_e_n_te_re_d_. L_o_ad_Fa_c_to_rs_w_il_l b_e_a.:..:pp_li_ed_f_or_c_al_cu_la_ti_on_s_ . Load for Span Number 1 Point Load : D = 4.30, Lr = 5.20 k @ 0.0 ft Load for Span Number 2 Point Load : D = 3.80, Lr= 2.30 k @ 8.0 ft Point Load : D = 2.90, Lr= 1.70 k@ 16.0 ft Point Load : D = 2.90, Lr= 1. 70 k @ 16.0 ft Point Load : D = 3.80, Lr= 2.30 k @ 20.0 ft Point Load : D = 3.80, Lr= 2.30 k@28.6 ft Load for Span Number 3 Point Load : D = 6.30, Lr;, 1.20 k @ 6.0 ft DESIGN SUMMARY.·--·--· ..... ------ 1 Maximum Bending Stress Ratio = 0.859: 1 5.125x30 Section used for this span fb: Actual = 2,228.52 psi FB : Allowable = 2,593.?0psi Load Combination +D+Lr+H, LL Comb Run (*L*) Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 16.034ft = Span#2 0.240 in -0.358 in 1.420 in -0.663 in Ratio= Ratio= Ratio= Ratio= Strengthen (E) GLB with new HSS see page 80 aximum Shear Stress Ratio Section used for this span fv: Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 600>=360 402>=360 304>=180 216>=180 Design OK = 0.426: 1 5.125x30 = 141.03psi = 331.25 psi +D+Lr+H, LL Comb Run (LL*) = 6.000ft = Span# 1 -----------------------------------------------·-·-- Maximum:Forces & Stre.sses forLoad-Combinations: ". ~ ·--· ·----... .-.---·---~ ......... -·.---·-·--··-~------~--·---- Load Combination Segment Length Max Stress Ratios Span# M V Cd CFN Cj Cr Cm Ct CL Moment Values Shear Values M fb F'b V fv F'v .. j +D+H 0.00 402.73 1665.00 0.00 0.00 0.00 Length = 6.0 ft 0.242 0.343 0.90 1.000 1.00 1.00 1.00 1.00 1.00 GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl 25.80 8.38 81.73 238.50 Page 62 of 92 • • • • • File·= P:\CRBENG-1\IONIST-.1\ENGINE-1\CALCUL .,.112280\IONIS2-1.EC6 • -. -· ENERCALC, INC.1983-2016, Buil~:6.16.5,11, Vet:6.16.5.1j • Description: G2A (use 12 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values • Segment Length Span# M V Cd CFN ·ci Cr Cm Ct CL M fb F'b V fv F'v Length = 36.0 ft 2 0.650 0.361 0.90 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 1867.46 8.82 86.07 238.50 • Length = 6.0 ft 3 0.354 0.361 0.90 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1665.00 6.30 86.07 238.50 +D+L +H, LL Comb Run (**L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 Length = 36.0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 • Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 +D+L +H, LL Comb Run eL *) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 Length = 36.0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 • Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 +D+L +H, LL Comb Run (*LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 • Length = 36.0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 • +D+L +H, LL Comb Run (L **) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 • Length = 36. 0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 • +D+L +H, LL Comb Run (L*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 • Length = 36.0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 • +D+L +H, LL Comb Run (LL*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 • Length = 36.0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 • +D+L +H, LL Comb Run (LLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.218 0.308 1.00 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 1850.00 8.38 81.73 265.00 • Length = 36.0 ft 2 0.585 0.325 1.00 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2074.96 8.82 86.07 265.00 Length = 6.0 ft 3 0.319 0.325 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 1850.00 6.30 86.07 265.00 • +D+Lr+H, LL Comb Run (**L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.174 0.241 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2312.50 8.18 79.78 331.25 • Length = 36.0 ft 2 0.449 0.266 1.25 0.865 1.00 1.00 1.00 1.00 1.00 74.60 1,164.44 2593.70 9.02 88.02 331.25 Length = 6.0 ft 3 0.304 0.266 1.25 1.000 1.00 1.00 1.00 1.00 1.00 45.00 702.44 2312.50 7.50 88.02 331.25 • +D+Lr+H, LL Comb Run (*L *) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.174 0.400 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2312.50 13.59 132.57 331.25 Length = 36.0 ft 2 0.859 0.410 1.25 0.865 1.00 1.00 1.00 1.00 1.00 142.76 2,228.52 2593.70 13.91 135.72 331.25 • Length = 6.0 ft 3 0.255 0.410 1.25 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2312.50 6.30 135.72 331.25 +D+Lr+H, LL Comb Run (*LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.174 0.394 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2312.50 13.39 130.62 331.25 Length = 36.0 ft 2 0.840 0.416 1.25 0.865 1.00 1.00 1.00 1.00 1.00 139.56 2,178.47 2593.70 14.11 137.67 331.25 • Length = 6.0 ft 3 0.304 0.416 1.25 1.000 1.00 1.00 1.00 1.00 1.00 45.00 702.44 2312.50 7.50 137.67 331.25 +D+Lr+H, LL Comb Run (L **) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.385 0.280 1.25 1.000 1.00 1.00 1.00 1.00 1.00 57.00 889.76 2312.50 9.50 92.68 331.25 Length = 36.0 ft 2 0.364 0.2~0 1.25 0.865 1.00 1.00 1.00 1.00 1.00 60.50 944.38 2593.70 9.24 92.68 331.25 • Length = 6.0 ft 3 0.255 0.280 1.25 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2312.50 6.30 92.68 331.25 +D+Lr+H, LL Comb Run (L*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.385 0.280 1.25 1.000 1.00 1.00 1.00 1.00 1.00 57.00 889.76 2312.50 9.50 92.68 331.25 Length = 36.0 ft 2 0.345 0.280 1.25 0.865 1.00 1.00 1.00 1.00 1.00 57.29 894.32 2593.70 9.04 92.68 331.25 • Length = 6.0 ft 3 0.304 0.280 1.25 1.000 1.00 1.00 1.00 1.00 1.00 45.00 702.44 2312.50 7.50 92.68 331.25 +D+Lr+H, LL Comb Run (LL*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.385 0.426 1.25 1.000 1.00 1.00 1.00 1.00 1.00 57.00 889.76 2312.50 14.46 141.03 331.25 Length = 36.0 ft 2 0.755 0.426 1.25 0.865 1.00 1.00 1.00 1.00 1.00 125.46 1,958.41 2593.70 14.46 141.03 331.25 • Length = 6.0 ft 3 0.255 0.426 1.25 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2312.50 6.30 141.03 331.25 • +D+Lr+H, LL Comb Run-(LLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.385 0.420 1.25 1.000 1.00 1.00 1.00 1.00 1.00 57.00 889.76 2312.50 14.26 139.08 331.25 • Length = 36. 0 ft 2 0.736 0.420 1.25 0.865 1.00 1.00 1.00 1.00 1.00 122.25 1,908.35 2593.70 14.26 139.08 331.25 Length = 6.0 ft 3 0.304 0.420 1.25 1.000 1.00 1.00 1.00 1.00 1.00 45.00 702.44 2312.50 7.50 139.08 331.25 • +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 • • GSSI Job No. 16012A lonis 2280 Tl Page 63 of 92 5/19/2016 • • • • • • Wqod:Beam file = P:\CRBENG-1\IONIST-1\!:NGINE-1\CALCUL-112280\IQN1S2-1.EC6 • .. ENERCALC, INC,, 1983,2016, B_uild:6,16.5.11, Ver:6,16.5.11 • Description: G2A (use 12 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 • Length = 6.0 ft 3 0.277 0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.174 0.242 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2312.50 8.23 80.27 331.25 Length = 36.0 ft 2 0.454 0.264 1.25 0.865 1.00 1.00 1.00 1.00 1.00 75.40 1,176.95 2593.70 8.97 87.53 331.25 • Length = 6.0 ft 3 0.292 0.264 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 7.20 87.53 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.174 0.362 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2312.50 12.29 119.86 331.25 Length = 36.0 ft 2 0.761 0.372 1.25 0.865 1.00 1.00 1.00 1.00 1.00 126.52 1,975.01 2593.70 12.64 123.31 331.25 • Length = 6.0 ft 3 0.255 0.372 1.25 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2312.50 6.30 123.31 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.174 0.357 1.25 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2312.50 12.14 118.40 331.25 Length = 36.0 ft 2 0.747 0.377 1.25 0.865 1.00 1.00 1.00 1.00 1.00 124.12 1,937.47 2593.70 12.79 124.77 331.25 • Length = 6.0 ft 3 0.292 0.377 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 7.20 124.77 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.332 0.266 1.25 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2312.50 9.03 88.08 331.25 • Length = 36.0 ft 2 0.390 0.266 1.25 0.865 1.00 1.00 1.00 1.00 1.00 64.83 1,011.91 2593.70 9.03 88.08 331.25 Length = 6.0 ft 3 0.255 0.266 1.25 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2312.50 6.30 88.08 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.332 0.261 1.25 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2312.50 8.88 86.61 331.25 • Length = 36.0 ft 2 0.376 0.261 1.25 0.865 1.00 1.00 1.00 1.00 1.00 62.42 974.36 2593.70 8.88 86.61 331.25 Length = 6.0 ft 3 0.292 0.261 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 7.20 86.61 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.332 0.381 1.25 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2312.50 12.94 126.21 331.25 • Length = 36.0 ft 2 0.683 0.381 1.25 0.865 1.00 1.00 1.00 1.00 1.00 113.55 1,772.43 2593.70 12.94 126.21 331.25 Length = 6.0 ft 3 0.255 0.381 1.25 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2312.50 6.30 126.21 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.332 0.377 1.25 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2312.50 12.79 124.74 331.25 • Length = 36.0 ft 2 0.669 0.377 1.25 0.865 1.00 1.00 1.00 1.00 1.00 111.14 1,734.89 2593.70 12.79 124.74 331.25 Length = 6.0 ft 3 0.292 0.377 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 7.20 124.74 331.25 • +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 • Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 Length = 6.0 ft 3 0.277 .0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 • +D+0.750L +0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 • Length = 6.0 ft 3 0.277 0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 • Length = 6.0 ft 3 0.277 0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 +D+0.750L +0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1:00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1:00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 • Length = 6.0 ft 3 0.277 0:282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 +D+0.750L +0.750S+H, LL Comb Rl 1.'000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 • Length = 6.0 ft 3 0.277 0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 • Length = 6.0 ft 3 0.277 0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 +D+0.750L +0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.189 0.268 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2127.50 8.38 81.73 304.75 • Length = 36.0 ft 2 0.509 0.282 1.15 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 2386.20 8.82 86.07 304.75 Length = 6.0 ft 3 0.277 0.282 1.15 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2127.50 6.30 86.07 304.75 • +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 64 of 92 5/19/2016 • • • • • • File = P,\CRBENG-1\IONIST-1\ENGINE--1\CALCUL -112280\IONIS2-1.EC6 • . ENERCALC, INt;:. 1~8S:2016, Build:6.16.5.11, Ver:6.16.5.11 . • Description : G2A {use 12 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.189 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.23 80.27 424.00 Length = 36.0 ft 2 0.355 0.206 1.60 0.865 1.00 1.00 1.00 1.00 1.00 75.40 1,176.95 3319.93 8.97 87.53 424.00 • Length = 6.0 ft 3 0.228 0.206 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 7.20 87.53 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.283 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 12.29 119.86 424.00 Length = 36.0 ft 2 0.595 0.291 1.60 0.865 1.00 1.00 1.00 1.00 1.00 126.52 1,975.01 3319.93 12.64 123.31 424.00 • Length = 6.0 ft 3 0.199 0.291 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 123.31 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.136 0.279 1:60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 12.14 118.40 424.00 • Length = 36.0 ft 2 0.584 0.294 1.60 0.865 1.00 1.00 1.00 1.00 1.00 124.12 1,937.47 3319.93 12.79 124.77 424.00 Length = 6.0 ft 3 0.228 0.294 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 7.20 124.77 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.259 0.208 1.60 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2960.00 9.03 88.08 424.00 • Length = 36.0 ft 2 0.305 0.208 1.60 0.865 1.00 1.00 1.00 1.00 1.00 64.83 1,011.91 3319.93 9.03 88.08 424.00 Length = 6.0 ft 3 0.199 0.208 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 88.08 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.259 0.204 1.60 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2960.00 8.88 86.61 424.00 • Length = 36.0 ft 2 0.293 0.204 1.60 0.865 1.00 1.00 1.00 1.00 1.00 62.42 974.36 3319.93 8.88 86.61 424.00 Length = 6.0 ft 3 0.228 0.204 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 7.20 86.61 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 6.0 ft 1 0.259 0.298 1.60 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2960.00 12.94 126.21 424.00 • Length = 36.0 ft 2 0.534 0.298 1.60 0.865 1.00 1.00 1.00 1.00 1.00 113.55 1,772.43 3319.93 12.94 126.21 424.00 Length = 6.0 ft 3 0.199 0.298 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 126.21 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.259 0.294 1.60 1.000 1.00 1.00 1.00 1.00 1.00 49.20 768.00 2960.00 12.79 124.74 424.00 • Length = 36.0 ft 2 0.523 0.294 1.60 0.865 1.00 1.00 1.00 1.00 1.00 111.14 1,734.89 3319.93 12.79 124.74 424.00 Length = 6.0 ft 3 0.228 0.294 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 7.20 124.74 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 . 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.750L+0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 • Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 • Length = 36. 0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 1.00 1.00 1.00 77.80 1,214.49 3319.93 8.82 86.07 424.00 Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 37.80 590.05 2960.00 6.30 86.07 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 1.00 1.00 1.00 25.80 402.73 2960.00 8.38 81.73 424.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 65 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Wood Beam· File :;, P:ICRBENG-1\IONIST-1\ENGINE-1\CALCUL-112280\IONIS2-1.EC6 · · .. ENERCA~C, INQ.1983-2016, Build:6.16.5.11,.V.er.6.16.5.11 ,.,, .. Description: G2A (use 12 psf RLL reduction) Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length=6.0ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length= 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0:366 0.203 1.60 0.865 1.00 1.00 Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length= 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length= 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length= 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length = 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +D+O. 750L +O. 750S+0.5250E+H, LL 1.000 1.00 1.00 Length=6.0ft 1 0.136 0.193 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length= 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length= 6.0 ft 1 0.136 0.193 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length=6.0ft 3 0.199 0.203 1.60 1.000 too 1.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length= 6.0 ft 1 0.136 0.193 1.60 1.000 too 1.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length= 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length=6.0ft 1 0.136 0.193 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.366 0.203 1.60 0.865 1.00 1.00 Length= 6.0 ft 3 0.199 0.203 1.60 1.000 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 Length = 6.0 ft 1 0.082 0.116 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.219 0.122 1.60 0.865 1.00 1.00 Length= 6.0 ft 3 0.120 0.122 1.60 1.000 1.00 1.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 Length= 6.0 ft 1 0.082 0.116 1.60 1.000 1.00 1.00 Length = 36.0 ft 2 0.219 0.122 1.60 0.865 1.00 1.00 Length= 6.0 ft 3 0.120 0.122 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Values M fb 77.80 1,214.49 37.80 590.05 25.80 402. 73 77.80 1,214.49 37.80 590.05 25.80 402.73 77.80 1,214.49 37.80 590.05 25.80 402. 73 77.80 1,214.49 37 .80 590.05 25.80 402.73 77.80 1,214.49 37.80 590.05 25.80 402.73 77.80 1,214.49 37.80 590.05 25.80 402.73 77.80 1,214.49 37.80 590.05 25.80 402. 73 77.80 1,214.49 37.80 590.05 15.48 241.64 46.68 728.69 22.68 354.03 15.48 241.64 46.68 728.69 22.68 354.03 F'b 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 0.00 2960.00 3319.93 2960.00 V 8.82 6.30 0.00 8.38 8.82 6.30 0.00 8.38 8.82 6.30 0.00 8.38 8.82 6.30 0.00 8.38 8.82 6.30 0.00 8.38 8.82 6.30 0.00 8.38 8.82 6.30 0.00 8.38 8.82 6.30 0.00 5.03 5.29 3.78 0.00 5.03 5.29 3.78 Shear Values fv 86.07 86.07 0.00 81.73 86.07 86.07 0.00 81.73 86.07 86.07 0.00 81.73 86.07 86.07 0.00 81.73 86.07 86.07 0.00 81.73 86.07 86.07 0.00 81.73 86.07 86.07 0.00 81.73 86.07 86.07 0.00 49.04 51.64 51.64 0.00 49.04 51.64 51.64 F'v 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 0.00 424.00 424.00 424.00 Oy~r~II M~ximum _D.~f!~_~tio_n_!; __ .~. ___ ..:. __ . · _ .~ .. -~1'-. ______________________ _ Load Combination +D+Lr+H, LL Comb Run (*L*) Span 1 2 3 Max.•.• Defl 0.0000 1.4197 0.0000 ~------~ -~---~~-· .,.. ___ .. _ Location in Span 0.000 17.849 17.849 Load Combination +D+Lr+H, LL Comb Run (*L*) +D+Lr+H, LL Comb Run (*L *) Max. "+'Defl -0.6634 0.0000 -0.6067 Location in Span 0.000 0.000 6.000 Vertical ~ea~ti9~~-.. ______ _ _ ___ _ __ ··-__ . ____ s_u_pp_o_rt_no_ta_tio_n_:_Fa_r_left_l_s#_1 _______ va_lu_es_i_n _KI_PS ______ _ Load Combination Overall MAXimum Overall MINimum +D+H +D+L +H, LL Comb Run (**L) +D+L +H, LL Comb Run (*L*) +D+L +H, LL Comb Run (*LL) +D+L+H, LL Comb Run (L**) +D+L +H, LL Comb Run (L*L) +D+L +H, LL Comb Run (LL*) +D+L +H, LL Comb Run (LLL) +D+Lr+H, LL Comb Run (**L) +D+Lr+H, LL Comb Run (*L*) +D+Lr+H, LL Comb Run (*LL) GSSI Job No. 16012A 5/19/2016 Support 1 Support 2 Support 3 Support 4 23.956 21.611 -0.200 0.533 12.678 15.122 12.678 15.122 12.678 15.122 12.678 15.122 12.678 15.122 12.678 15.122 12.678 15.122 12.678 15.122 12.478 16.522 17.889 20.211 17.689 21.611 lonis 2280 Tl Page 66 of 92 • • • • • • • • • • • ·• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ·Wo_od Seam I, II' I Description: G2A (use 12 psf RLL reduction) File,;, P:\CRBl;:N~-1\IONIST-1\ENGINE-1\CALCUL -1~8PIIONIS2-1.EC6 ENl;:RCALC, IN_c;:.1!)83~2QW, B~ilil:6.i9.M1, Ver:6.16.5:1.1 ; Vertical-Reactions?--·----____ · __ . _} ____ s_up_p_ort_n_ot_att_·o_n _: F_a_r le_fl_is_#_1 ______ V_a_lue_s_in_K_IP_S ______ _ Load Combination Support 1 Support 2 Support 3 Support 4 +D+Lr+H, LL Comb Run (L**) 18.744 14.256 +D+Lr+H, LL Comb Run (L*L) 18.544 15.656 +D+Lr+H, LL Comb Run (LL*) 23.956 19.344 +D+Lr+H, LL Comb Run (LLL) 23.756 20.744 +D+S+H 12.678 15.122 +D+0.750Lr+0.750L+H, LL Comb Run(* 12.528 16.172 +D+0.750Lr+0.750L +H, LL Comb Run(* 16.586 18.939 +D+0.750Lr+0.750L +H, LL Comb Run (* 16.436 19.989 +D+0.750Lr+0.750L+H, LL Comb Run (L 17.228 14.472 +D+0.750Lr+0.750L+H, LL Comb Run (L 17.078 15.522 +D+0.750Lr+0.750L +H, LL Comb Run (L 21.136 18.289 +D+0.750Lr+0.750L+H, LL Comb Run (L 20.986 19.339 +D+0.750L+0.750S+H, LL Comb Run(** 12.678 15.122 +D+0.750L+0.750S+H, LL Comb Run (*L 12.678 15.122 +D+0.750L +0.750S+H, LL Comb Run (*L · 12.678 15.122 +D+0.750L +0.750S+H, LL Comb Run (L* 12.678 15.122 +D+0.750L+0.750S+H, LL Comb Run (L* 12.678 15.122 +D+0.750L+0.750S+H, LL Comb Run (LL 12.678 15.122 +D+0.750L+0.750S+H, LL Comb Run (LL 12.678 15.122 +D+0.60W+H 12.678 15.122 +D+0.70E+H 12.678 15.122 +D+0.750Lr+0.750L+0.450W+H, LL Comb 12.528 16.172 +D+0.750Lr+0.750L+0.450W+H, LL Comb 16.586 18.939 +D+0.750Lr+0.750L +0.450W+H, LL Comb 16.436 19.989 +D+0:750Lr+0.750L +0.450W+H, LL Comb 17.228 14.472 +D+0.750Lr+0.750L+0.450W+H, LL Comb 17.078 15.522 +D+0.750Lr+0.750L+0.450W+H, LL Comb 21.136 18.289 +D+0.750Lr+0.750L+0.450W+H, LL Comb 20.986 19.339 +D+0.750L +0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L +0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L +0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L +0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L +0.750S+0.450W+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.5250E+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.5250E+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.5250E+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.5250E+H, LL Comb 12.678 15.122 +D+0.750L +0.750S+0.5250E+H, LL Comb 12.678 15.122 +D+0.750L +0.750S+0.5250E+H, LL Comb 12.678 15.122 +D+0.750L+0.750S+0.5250E+H, LL Comb 12.678 15.122 +0.60D+0.60W+0.60H 7.607 9.073 +0.60D+0.70E+0.60H 7.607 9.073 D Only 12.678 15.122 Lr Only, LL Comb Run (**L) -0.200 1.400 Lr Only, LL Comb Run (*L*) 5.211 5.089 Lr Only, LL Comb Run (*LL) 5.011 6.489 Lr Only, LL Comb Run {L **) 6.067 -0.867 Lr Only, LL Comb Run (L*L) 5.867 0.533 Lr Only, LL Comb Run (LL*) 11.278 4.222 Lr Only, LL Comb Run (LLL) 11.078 5.622 L Only, LL Comb Run (**L) L Only, LL Comb Run (*L*) L Only, LL Comb Run (*LL) L Only, LL Comb Run (L **) L Only, LL Comb Run (L*L) L Only, LL Comb Run (LL*) L Only, LL Comb Run (LLL) sonly GSSI Job No. 16012A 5/19/2016 Jonis 2280 Tl Page 67 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description: G2A (use 12 psf RLL reduction) File= P:\CRBENG-1\IONIST<-1\ENGINE.:.1\GALCUL-1\2280\IONIS2-1.EC6 ENEBCALC, IN(:.1983'2016, Build:6'16.5.11,Ver:6.16.5.11 · Vetti~al Rea9!ic>ns , ----· ·-__ _ _ , ·-. _. ____ s_u_pp_o_rt n_o_ta_tio_n_: F_ar_le_fl_is_#_1 ______ V_a_lu_es_in_K_IP_S ______ _ Load Combination Support 1 Support 2 Support 3 Support 4 WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Page 68 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\CRBENG--1\IONIST-1\E:NGINE·1\CALCUL·1\2280\IONIS2·1.EC6 ----ENERCA~C, IN~.1983:21l1e,Build:6.16.5.11, Ver:6,16.5.11 Description : G3 . QODI§REF€RENCE.S ____ ... -,.. _____ .... --..... _· ____________________ _ Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi 1,850.0 psi 1,650.0 psi E: Modulus of Elasticity Load Combination ;6.SCE 7-1 O Fb -Compr Fc-Prll Wood Species : DF/DF Fe-Perp Wood Grade : 24F -V4 Fv Ft Beam Bracing : Beam is Fully Br~ced against lateral-torsional buckling 650.0psi 265.0psi 1,100.0psi 0(8.4) 1 Lr(1.9) ' 0(3.8) 1 Lr(3.8) J 0(2.8) lr(3.8) Ebend-xx 1,800.0 ksi Eminbend -xx 950.0ksi Ebend-yy 1,600.0 ksi Eminbend -yy 850.0ksi Density 31.20 pcf 0(2.8)((3.8) ' 5.125x15 Span = 17.0 ft 5.125x15 Span= 12.750 ft _Applie:d_!:;oads-__ . _-__ -______________ · Service loads entered. Load Factors will be applied for calculations . Load for Span Number 1 Point Load : D = 8.40, Lr= 1.90 k @ 2.0 ft Point Load : D = 3.80, Lr= 3.80 k @ 10.0 ft Load for Span Number 2 Point Load : D = 2.80, Lr= 3.80 k @ 1.0 ft Point Load : D = 2.80, Lr= 3.80 k@ 9.0 ft .. DESIGN SUMMARY -----~--. --- !Maximum Bending Stress Ratio = 0.739: 1 5.125x15 Maximum Shear Stress Ratio 1 Section used for this span ! fb: Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection = 1,707.97psi = 2,309.76psi +D+Lr+H, LL Comb Run {LL) = 17.000ft = Span#1 Max Downward Transient Deflection 0.196 in Ratio= -0.058 in Ratio = 0.470 in Ratio= -0.087 in Ratio = Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Section used for this span fv: Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1039>=360 2657>=360 434>=180 1758>=180 Design OK = 0.662: 1 5.125x15 = 157.99 psi = 238.50 psi +D+H = 0.000 ft = Span# 1 ~-------------------------------·----·-------------------- Maxim~m ·F9rce_$ & Stresses for Load Combi'naticms Load Combination Max Stress Ratio!! Moment Values Shear Values Segment Length Span# M V Cd l CFN Ci Cr Cm Ct CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length= 17.0 ft 0.468 0.662 0.90 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2157.45 8.10 157.99 238.50 Length= 12.750 ft 2 0.561 0.662 0.90 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 1665.00 1.78 157.99 238.50 +D+L +H, LL Comb Run ('L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.421 0.596 1.00 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2397.16 8.10 157.99 265.00 Length= 12.750 ft 2 0.505 0.596 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 1850.00 1.78 157.99 265.00 +D+L +H, LL Comb Run (L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 GSSI Job No. 16012A Jonis 2280 Tl Page 69 of 92 5/19/2016 • • • • • File =.P,:\GRBENC3-,1UO,NIST-1\ENµINE-1\CALCUL-1\2280\ION1S.2-1.EC6 • ENERCALC, l!'!P, 1983:201_6, Build.:f?.16.5,11, Ver:6.16.5.11 • Description: G3 • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length= 17.0 ft 1 0.421 0.596 1.00 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2397.16 8.10 157.99 265.00 • Length = 12.750 ft 2 0.505 0.596 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 1850.00 1.78 157.99 265.00 +D+L +H, LL Comb Run (LL} 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 17.0 ft 1 0.421 0.596 1.00 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2397.16 8.10 157.99 265.00 Length= 12.750 ft 2 0.505 0.596 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 1850.00 1.78 157.99 265.00 • +D+Lr+H, LL Comb Run (*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.519 0.462 1.25 0.999 1.00 1.00 1.00 1.00 1.00 19.18 1,197.78 2309.76 7.85 153.13 331.25 • Length= 12.750 ft 2 0.518 0.462 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.18 1,197.78 2312.50 3.67 153.13 331.25 +D+Lr+H, LL Comb Run (L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 17.0 ft 1 0.545 0.640 1.25 0.999 1.00 1.00 1.00 1.00 1.00 26.16 1,633.36 2996.45 10.86 211.85 331.25 Length = 12.750 ft 2 0.624 0.640 1.25 1.000 1.00 1.00 1.00 1.00 1.00 23.12 1,443.77 2312.50 2.42 211.85 331.25 • +D+Lr+H, LL Comb Run (LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.739 0.625 1.25 0.999 1.00 1.00 1.00 1.00 1.00 27.35 1,707.97 2309.76 10.61 207.00 331.25 • Length = 12.750 ft 2 0.739 0.625 1.25 1.000 1.00 1.00 1.00 1.00 1.00 27.35 1,707.97 2312.50 3.57 207.00 331.25 • +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0ft 1 0.366 0.518 1.15 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2756.74 8.10 157.99 304.75 • Length= 12.750 ft 2 0.439 0.518 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2127.50 1.78 157.99 304.75 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 17.0 ft 1 0.490 0.466 1.25 0.999 1.00 1.00 1.00 1.00 1.00 18.13 1,131.73 2309.76 7.91 154.35 331.25 Length= 12.750 ft 2 0.489 0.466 1.25 1.000 1.00 1.00 1.00 1.00 1.00 18.13 1,131.73 2312.50 3.01 154.35 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.481 0.599 1.25 0.999 1.00 1.00 1.00 1.00 1.00 23.06 1,440.09 2996.45 10.17 198.39 331.25 • Length= 12.750 ft 2 0.569 0.599 1.25 1.000 1.00 1.00 1.00 1.00 1.00 21.08 1,316.22 2312.50 2.26 198.39 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 17.0 ft 1 0.656 0.588 1.25 0.999 1.00 1.00 1.00 1.00 1.00 24.25 1,514.37 2309.76 9.98 194.74 331.25 Length= 12.750 ft 2 0.655 0.588 1.25 1.000 1.00 1.00 1.00 1.00 1.00 24.25 1,514.37 2312.50 3.12 194.74 331.25 • +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.366 0.518 1.15 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2756.74 8.10 157.99 304.75 • Length= 12.750 ft 2 0.439 0.518 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2127.50 1.78 157.99 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 17.0 ft 1 0.366 0.518 1.15 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2756.74 8.10 157.99 304.75 Length= 12.750 ft 2 0.439 0.518 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2127.50 1.78 157.99 304.75 • +D+0.750L+0.750S+H, LL Comb RL 1.000 '1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.366 0.518 1.15 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 2756.74 8.10 157.99 304.75 • Length = 12.750 ft 2 0.439 0.518 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2127.50 1.78 157.99 304.75 • +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.263 0.373 1.60 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 3835.46 8.10 157.99 424.00 • Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2960.00 1.78 157.99 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 17.0 ft 1 0.263 0.373 1.60 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 3835.46 8.10 157.99 424.00 Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2960.00 1.78 157.99 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.383 0.364 · 1.60 0.999 1.00 1.00 1.00 1.00 1.00 18.13 1,131.73 2956.50 7.91 154.35 424.00 • Length = 12.750 ft 2 0.382 0.364 1.60 1.000 1.00 1.00 1.00 1.00 1.00 18.13 1,131.73 2960.00 3.01 154.35 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 17.0 ft 1 0.375 0.468 1.60 0.999 1.00 1.00 1.00 1.00 1.00 23.06 1,440.09 3835.46 10.17 198.39 424.00 Length= 12.750 ft 2 0.445 0.468 1.60 1.000 1.00 1.00 1.00 1.00 1.00 21.08 1,316.22 2960.00 2.26 198.39 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.512 0.459 1.60 0.999 1.00 1.00 1.00 1.00 1.00 24.25 1,514.37 2956.50 9.98 194.74 424.00 • Length= 12.750 ft 2 0.512 0.459 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.25 1,514.37 2960.00 3.12 194.74 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length= 17.0 ft 1 0.263 0.373 1.60 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 3835.46 8.10 157.99 424.00 Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2960.00 1.78 157.99 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.263 0.373 ·1.60 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 3835.46 8.10 157.99 424.00 • Length = 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2960.00 1.78 157.99 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.263 0:313 1.60 0.999 1.00 1.00 1.00 1.00 1.00 16.17 1,009.44 3835.46 8.10 157.99 424.00 ., Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.95 933.58 2960.00 1.78 157.99 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • • GSSI Job No. 16012A lonis 2280 Tl Page 70 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • ·-• • • • • • • • • • • • • • • • • • • • • • • • • Description: Load Combination Max Stress Ratios Segment Length Span# M V Cd C FN Ci Cr Length= 17.0 ft 1 0.263 0.373 1.60 0.999 1.00 1.00 Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length= 17.0 ft 1 0.263 0.373 1.60 0.999 1.00 1.00 Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 Length = 17.0 ft 1 0.263 0.373 1.60 0.999 1.00 1.00 Length= 12.750 ft 2 0.315 0.373 1.60 1.000 1.00 1.00 +0.60D+0.60W+0.60H 1.,000 1.00 1.00 Length = 17.0 ft 1 0.158 0.224 1.60 0.999 1.00 1.00 Length= 12.750 ft 2 0.189 0.224 1.60 1.000 1.00 1.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 Length= 17.0ft 1 0.158 0.224 1.60 0.999 1:00 1.00 Length= 12.750 ft 2 0.189 0.224 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fil_e·,;,·P:ICRBENG-1\IONIST'-1\ENGINl;-1\CALCUt-112280\!ONIS2-1.EC6 ENl;~P.A.iP,JNC .. 1983-2016, Build:(l,16,[i.11, Ver:6. 16.5. H . Moment Values M fb F'b 16.17 14.95 16.17 14.95 16.17 14.95 9.70 8.97 9.70 8.97 1,009.44 3835.46 933.58 2960.00 0.00 1,009.44 3835.46 933.58 2960.00 0.00 1,009.44 3835.46 933.58 2960.00 0.00 605.66 3835.46 560.15 2960.00 0.00 605.66 3835.46 560.15 2960.00 Shear Values V fv F'v 8.10 157.99 1.78 157.99 0.00 0.00 8.10 157.99 1.78 157.99 0.00 0.00 8.10 157.99 1.78 157.99 0.00 0.00 4.86 94.79 1.07 94.79 0.00 0.00 4.86 94.79 1.07 94.79 424.00 424.00 0.00 424.00 424.00 0.00 424.00 424.00 0.00 424.00 424.00 0.00 424.00 424.00 '. '0verallJVI~hnum Deflections· =-~~=:=~~-~--~~ -~! -------------------,---,--,--------,--:---Max. "+"Dell Location in Span Load Combination Span Max.•.• Defl Location in Span Load Combination +D+Lr+H, LL Comb Run (L*) 1 0.4696 7.788 0.0000 0.000 Lr Only, LL Comb Run (*L) 2 0.0840 7.123 +D+Lr+H, LL Comb Run (L*) -0.0870 4.416 -. _ ....... ~--~-•'-~= .. -~--•--•,r • Support notation : Far left is #1 Values in KIPS Ver:ticaJ,Reactions __ . . __ · ______ .. __ __ .,,_ .. ------_ _, Load Combination Support 1 Support2 Support3 Overall MAXimum 10.857 17.460 3.672 Overall MINimum -0.249 3.580 0.383 +D+H 8.097 8.680 1.023 +D+L +H, LL Comb Run (*L) 8.097 8.680 1.023 +D+L +H, LL Comb Run (L *) 8.097 8.680 1.023 +D+L+H, LL Comb Run (LL) 8.097 8.680 1.023 +D+Lr+H, LL Comb Run (*L) 7.848 13.880 3.672 +D+Lr+H, LL Comb Run (L*) 10.857 12.260 0.383 +D+Lr+H, LL Co.mb Run (LL) 10.609 17.460 3.031 +D+S+H 8.097 8.680 1.023 +D+0.750Lr+0.750L +H,.LL Comb Run (* 7.910 12.580 3.010 +D+0.750Lr+0.750L +H, LL Comb Run (L 10.167 11.365 0.543 +D+0.750Lr+0.750L +H, LL Comb Run (L 9.981 15.265 2.529 +D+0.750L +0.750S+H, LL Comb Run (*L 8.097 8.680 1.023 +D+0.750L +0.7!iOS+H, LL Comb Run (L* 8.097 8.680 1.023 +D+0.750L+0.750S+H, LL Comb Run (LL 8.097 8.680 1.023 +D+0.60W+H 8.097 8.680 1.023 +D+0.70E+H 8.097 8.680 1.023 +D+0.750Lr+0.750L +0.450W+H, LL Comb 7.910 12.580 3.010 +D+0.750Lr+0.750L+0.450W+H, LL Comb 10.167 11.365 0.543 +D+0.750Lr+0.750L +0.450W+H, LL Comb 9.981 15.265 2.529 +D+0.750L+0.750S+0.450W+H, LL Comb 8.097 8.680 1.023 +D+0.750L+0.750S+0.450W+H, L:L Comb 8.097 8.680 1.023 +D+0.750L+0.750S+0.450W+H, LL Comb 8.097 8.680 1.023 +D+0.750L +0.750S+0.5250E+H, LL Comb 8.097 8.680 1.023 +D+0.750L +0.750S+0.5250E+H, LL Comb 8.097 8.680 1.023 +D+0.750L +0.750S+0.5250E+H, LL Comb 8.097 8.680 1.023 +0.60D+0.60W+0.60H 4.858 5.208 0.614 +0.60D+0.70E+0.60H 4.858 5.208 0.614 DOnly 8.097 8.680 1.023 Lr Only, LL Comb Run (*L) -0.249 5.200 2.649 Lr Only, LL Comb Run (L *) 2.761 3.580 -0.641 Lr Only, LL Comb Run (LL) 2.512 8.781 2.008 L Only, LL Comb Run (*L) L Only, LL Comb Run (L*) L Only, LL Comb Run (LL) SOnly WOnly GSSI Job No. 16012A lonis 2280 Tl Page 71 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • . , --· •• • •• • • • • • • • • • • • • Description : File = P:\C_RBENG--1\\ONIST-l\ENGINE:-1\CALCUL-1\2280~ON1S2-1.EC6 ENERCALC;_INC. 1983,2016, ~uild:6.16.5.1 f, Ver:6.16.5.11 : Vertical-Reactions. . · . . ' : Support notation: Far left is #1 ' -••", :;..__r__.,...-....,, • .., _____ ~---• ._,._. --_..,_ --------~~-~-,<.~ ••L•~~--"• ..... _ .. ,, _________________________ _ Values in KIPS Load Combination Support 1 Support 2 Support 3 EOnly HOnly GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Page 72 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • Description : G3A (use 12 psf RLL reduction) ~ -C.ODE.REFERENCES ----~~,--------~---T File =P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 · . . . E~ERCALG, INC .. 1983:2916, Build:6.16.5-1,1, Ver:6.16.5.11 -.· -~,.. ___ .._ __ . -~~"'----., -----------~----·---""------------------------------ Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-1 O Material Properties Analysis Method: Allowable Stress Design Fb-Tension Load Combination ;A.SCE 7-1 O Fb -Compr Fc-Prll Wood Species : DF/DF Fc-Perp Wood Grade : 24F -V4 Fv. Ft Beam Bracing : Beam is F, ully Braced against lateral-torsional buckling 0(3.3) 1 Lr(5.2) 0(2.9r(2.3) 0(2.2) Lr(1.7) 0(2.9) Lr(2.3) I I I I ! ! ! 5.125x30 2S 5.125x30 Span= 6.0ft Span= 36.0ft 2,400.0psi 1,850.0psi 1,650.0psi 650.0psi 265.0 psi 1,100.0 psi 0(2.9) 1 Lr(2.3) ! E: Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend -xx 950. 0 ksi Ebend-yy 1,600.0ksi Eminbend -yy 850.0 ksi Density 31.20 pcf 0(8.1)((1.7) I r· I E 5.125x30 Span= 6.0ft ApPlied ·L~ads ~---~, = :~~-= -=~~-~~~--. ==· l~ ______ s_erv_ic_e_lo_a_ds_e_n_te_re_d_. _Lo_a_d_F_a_ct_o_rs_w_il_l b_e_a_p_pl_ie_d_fo_r_c_al_cu_la_t_io_ns_._ Load for Span Number 1 Point Load : D = 3.30, Lr= 5.20 k @ 0.0 ft Load for Span Number 2 Point Load : D = 2.90, Lr = 2.30 k @ 8.0 ft Point Load: D = 2.20, Lr= 1.70 k@ 16.0 ft Point Load : D = 2.20, Lr= 1.70 k@ 16.0 ft Point Load : D = 2.90, Lr= 2.30 k @ 20.0 ft Point Load: D = 2.90, Lr= 2.30 k@28.0 ft Load for Span Number 3 Point Load : D = 8.10, Lr= 1.70 k@6.0 ft Strengthen (E) GLB with new HSS see page 79 · -'IJES/GN SUMMARY --·-. ... . . r===-=.a...a=="--"'--"-"-....e.-------'---~----,,-----------·---·-·--·-·---IMaXimUm Bending Stress Ratio = Design OK I Section used for this span / fb: Actual 0.694. 1 5.125x30 = 1,798.95psi Maximum Shear Stress Ratio Section used for this span fv: Actual FB : Allowable = 2,593.?0psi Load Combination +D+Lr+H, LL Comb Run (*L *) Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 16.034ft = Span#2 0.249 in -0.358 in 1.111 in -0.530 in Ratio= Ratio= Ratio= Ratio= Maximu·m Forces &stresses lor Load.·com~61n,ffions .· . ~~-·--~ ··----~---~-·----·--.; ....... ----~ ...__ .,..:,_ :;..._· ___ ---- Max Stress Ratios Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 578>=360 402>=360 388>=180 270>=180 Moment Values = 0.372: 1 5.125x30 = 123.31 psi = 331.25 psi +D+Lr+H, LL Comb Run (*LL) = 28.134ft = Span#2 Shear Values Load Combination Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v +D+H Length = 6.0 ft 0.186 0.239 0.90 1.000 1.00 1.00 1.00 1.00 1.00 GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl 0.00 0.00 0.00 0.00 19.80 309.07 1665.00 5.83 56.91 238.50 Page 73 of 92 • • • • • . File= P:ICRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 • -. . _ENERCI\LC, INC, 1983.-2016, Build:q:16:S.11, Ver:6.16.5.11 • Description : G3A (use 12 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm C I CL M fb F'b V fv F'v • Length = 36.0 ft 2 0.420 0.331 0:90 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 1867.46 8.10 79.02 238.50 • Length = 6.0 ft 3 0.456 0.331 0.90 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1665.00 8.10 79.02 238.50 +D+L +H, LL Comb Run (**L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 • Length = 6.0 ft 3 0.4:10 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 +D+L +H, LL Comb Run (*L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 MO 1.00 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 • Length = 6.0 ft 3 0.410 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 +D+L +H, LL Comb Run (*LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 • Length = 6.0 ft 3 0.410 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 • +D+L +H, LL Comb Run (L **) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 • Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 Length = 6.0 ft 3 0.410 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 • +D+L+H, LL Comb Run (L*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 • Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 1.00 too 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 Length = 6.0 ft 3 0.410 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 • +D+L +H, LL Comb Run (LL*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00. 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 • Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 Length = 6.0 ft 3 0.410 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 •• +D+L +H, LL Comb Run (LLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.167 0.215 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 1850.00 5.83 56.91 265.00 • Length = 36.0 ft 2 0.378 0.298 1.00 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2074.96 8.10 79.02 265.00 Length = 6.0 ft 3 0.410 0.298 1.00 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1850.00 8.10 79.02 265.00 • +D+Lr+H, LL Comb Run (**L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.134 0.163 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2312.50 5.55 54.15 331.25 • Length = 36.0 ft 2 0.459 0.289 1.25 0.865 1.00 1.00 1.00 1.00 1.00 58.80 917.85 1999.31 9.80 95.61 331.25 Length = 6.0 ft 3 0.397 0.289 1.25 1.000 1.00 1.00 1.00 1.00 1.00 58.80 917.85 2312.50 9.80 95.61 331.25 • +D+Lr+H, LL Comb Run (*L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.134 0.325 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2312.50 11.04 107.75 331.25 Length = 36.0 ft 2 0.694 0.364 1.25 0.865 1.00 1.00 1.00 1.00 1.00 115.25 1,798.95 2593.70 12.36 120.54 331.25 -Length = 6.0 ft 3 0.328 0.364 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2312.50 8.10 120.54 331.25 +D+Lr+H, LL Comb Run (*LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.134 0.317 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2312.50 10.76 104.99 331.25 Length = 36.0 ft 2 0.666 0.372 1.25 0.865 1.00 1.00 1.00 1.00 1.00 110.70 1,728.04 2593.70 12.64 123.31 331.25 • Length = 6.0 ft 3 0.397 0.372 1.25 1.000 1.00 1.00 1.00 1.00 1.00 58.80 917.85 2312.50 9.80 123.31 331.25 +D+Lr+H, LL Comb Run (L**) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.344 0.250 1.25 1.000 1.00 1.00 1.00 1.00 1.00 51.00 796.10 2312.50 8.50 82.93 331.25 Length = 36.0 ft 2 0.398 0.250 1.25 0.865 1.00 1.00 1.00 1.00 1.00 51.00 796.10 1999.31 8.10 82.93 331.25 • Length = 6.0 ft 3 0.328 0.250 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2312.50 8.10 82.93 331.25 +D+Lr+H, LL Comb Run (L*L) 1.000 1:00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.344 0.250 1.25 1.000 1.00 1.00 1.00 1.00 1.00 51.00 796.10 2312.50 8.50 82.93 331.25 Length = 36.0 ft 2 0.459 0.289 1.25 0.865 1.00 1.00 1.00 1.00 1.00 58.80 917.85 1999.31 9.80 95.61 331.25 • Length = 6.0 ft 3 0.397 0.289 1.25 1.000 1.00 1.00 1.00 1.00 1.00 58.80 917.85 2312.50 9.80 95.61 331.25 +D+Lr+H, LL Comb Run (LL*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.344 0.351 1.25 1.000 1.00 1.00 1.00 1.00 1.00 51.00 796.10 2312.50 11.91 116.21 331.25 Length = 36.0 ft 2 0.589 0.351 1.25 0.865 1.00 1.00 1.00 1.00 1.00 97.94 1,528.84 2593.70 11.91 116.21 331.25 • Length = 6.0 ft 3 0.328 0.351 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2312.50 8.10 116.21 331.25 +D+Lr+H, LL Comb Run (LLL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0:344 0.342 1.25 1.000 1.00 1.00 1.00 1.00 1.00 51.00 796.10 2312.50 11.63 113.44 331.25 • Length = 36.0 ft 2 0.562 0.347 1.25 0.865 1.00 1.00 1.00 1.00 1.00 93.40 1,457.92 2593.70 11.77 114.85 331.25 Length = 6.0 ft 3 0.397 0.347 1.25 1.000 1.00 1.00 1.00 1.00 1.00 58.80 917.85 2312.50 9.80 114.85 331.25 •• +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 • Page 74 of 92 • GSSI Job No. 16012A lonis 2280 Tl 5/19/2016 • • • • • • File= P:ICRBENG-1\IONIST-1\ENGINE-1\CALCUL-1\2280\IONIS2-1.EC6 • . . ENERCftC, !Ne.1983,2Q16, B.uilg:6.16.S:11, Ver:6.16.5.11 • Description: G3A (use 12 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.134 0.166 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2312.50 5.62 54.84 331.25 Length = 36.0 ft 2 0.439 0.276 1.25 0.865 1.00 1.00 1.00 1.00 1.00 56.25 878.05 1999.31 9.38 91.46 331.25 • Length = 6.0 ft 3 0.380 0.276 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2312.50 9.38 91.46 331.25 +D+0.750Lr+0.750l+H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.134 0.287 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2312.50 9.74 95.04 331.25 Length = 36.0 ft 2 0.596 0.326 1.25 0.865 1.00 1.00 1.00 1.00 1.00 99.01 1,545.44 2593.70 11.08 108.13 331.25 • Length = 6.0 ft 3 0.328 0.326 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2312.50 8.10 108.13 331.25 +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.134 0.281 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2312.50 9.53 92.97 331.25 Length = 36.0 ft 2 0.575 0.333 1.25 0.865 1.00 1.00 1.00 1.00 1.00 95.60 1,492.26 2593.70 11.30 110.20 331.25 ., Length = 6.0 ft 3 0.380 0.333 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2312.50 9.38 110.20 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.292 0.212 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 7.20 70.24 331.25 • Length = 36. 0 ft 2 0.379 0.239 1.25 0.865 1.00 1.00 1.00 1.00 1.00 48.60 758.63 1999.31 8.10 79.02 331.25 Length = 6.0 ft 3 0.328 0.239 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2312.50 8.10 79.02 331.25 • +D+0.750Lr+0.750L+H, LL Comb R1· 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.292 0.212 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 7.20 70.24 331.25 • Length = 36.0 ft 2 0.439 0.276 1.25 0.865 1.00 1.00 1.00 1.00 1.00 56.25 878.05 1999.31 9.38 91.46 331.25 Length = 6.0 ft 3 0.380 0.276 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2312.50 9.38 91.46 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.292 0.306 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 10.39 101.38 331.25 • Length = 36. 0 ft 2 0.518 0.307 1.25 0.865 1.00 1.00 1.00 1.00 1.00 86.03 1,342.86 2593.70 10.43 101.79 331.25 Length = 6.0 ft 3 0.328 0.307 1.25 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2312.50 8.10 101.79 331.25 • +D+0.750Lr+0.750L +H, LL Comb R1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.292 0.300 1.25 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2312.50 10.18 99.31 331.25 • Length = 36.0 ft 2 0.497 0.314 1.25 0.865 1.00 1.00 1.00 1.00 1.00 82.62 1,289.67 2593.70 10.65 103.86 331.25 Length = 6.0 ft 3 0.380 0.314 1.25 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2312.50 9.38 103.86 331.25 • +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 • Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 •-+D+0.750L+0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 Length = 36. 0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 +D+0.750L +0.750S+H, LL Comb RL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000. 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 +D+0.750L+0.750S+H, LL Comb Rl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.145 0.187 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2127.50 5.83 56.91 304.75 Length = 36.0 ft 2 0.329 0.259 1.15 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 2386.20 8.10 79.02 304.75 • Length = 6.0 ft 3 0.357 0.259 1.15 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2127.50 8.10 79.02 304.75 • +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 • Page 75 of 92 • GSSI Job No. 16012A Jonis 2280 Tl 5/19/2016 • • • • • • F.ile = F?:\CRBENG-1\IONIST -1\ENGINE-1\CALCUL-112280\IONIS2-1.EC6 • · · tNEBCI\LC, IN.C.198_3-2Q16, Build:6.16.5,11, Ver:6.16.§.11 · • Description: G3A (use 12 psfRLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb F'b V fv F'v • Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104' 0.129 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.62 54.84 424.00 Length = 36.0 ft 2 0.343 0.216 1.60 0.865 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2559.11 9.38 91.46 424.00 • Length = 6.0 ft 3 0.297 0.216 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2960.00 9.38 91.46 424.00 +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.224 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 9.74 95.04 424.00 Length = 36.0 ft 2 0.466 0.255 1.60 0.865 1.00 1.00 1.00 1.00 1.00 99.01 1,545.44 3319.93 11.08 108.13 424.00 • Length = 6.0 ft 3 0.256 0.255 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 108.13 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.104 0.219 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 9.53 92.97 424.00 • Length = 36.0 ft 2 0.449 0.260 1.60 0.865 1.00 1.00 1.00 1.00 1.00 95.60 1,492.26 3319.93 11.30 110.20 424.00 Length = 6.0 ft 3 0.297 0.260 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2960.00 9.38 110.20 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.228 0.166 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 7.20 70.24 424.00 • Length = 36. 0 ft 2 0.296 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2559.11 8.10 79.02 424.00 Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 .1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.228 0.166 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 7.20 70.24 424.00 • Length = 36.0 ft 2 0.343 0.216 1.60 0.865 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2559.11 9.38 91.46 424.00 Length = 6.0 ft 3 0.297 0'.216 1.60 1.00Q 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2960.00 9.38 91.46 424.00 •• +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.228 0.239 1.60 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 10.39 101.38 424.00 • Length = 36.0 ft 2 0.404 0.240 1.60 0.865 1.00 1.00 1.00 1.00 1.00 86.03 1,342.86 3319.93 10.43 101.79 424.00 Length = 6.0 ft 3 0.256 0.,240 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 101.79 424.00 • +D+0.750Lr+0.750L +0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.228 0.234 1.60 . 1.000 1.00 1.00 1.00 1.00 1.00 43.20 674.34 2960.00 10.18 99.31 424.00 • Length = 36.0 ft 2 0.388 0.245 1.60 0.865 1.00 1.00 1.00 1.00 1.00 82.62 1,289.67 3319.93 10.65 103.86 424.00 Length = 6.0 ft 3 0.297 0.245 1.60 1.000 1.00 1.00 1.00 1.00 1.00 56.25 878.05 2960.00 9.38 103.86 424.00 • +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 . 0.104 0.134 1.60 1.000 1.00 too 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 l).865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 •• Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 -1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1'.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0,865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 • +D+0.750L+0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 • • GSSI Job No. 16012A Jonis 2280 Tl Page 76 of 92 5/19/2016 • • • • • • ·File= 8:\CRBl;:NG-1UONIST--1\EJilGINE-1XCALCUL-1\2280\IONIS2-1.EC6 • _ EN!;:RC_ALC, INC.1983-201.6; ~ujld:6.16.5.11, Ver:6.16,5.1-1' • Description: G3A (use 12 psf RLL reduction) • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v • Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 p.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 •• Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.5250E+H, LL tOOO 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 • Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 • +D+O. 750L +O. 750S+0.5250E+H, LL .1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 • Length = 36.0 ft 2 0.236 0:186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 • +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 • Length = 36.0 ft 2 0.236 0,186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 ·-+D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 • Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 • +D+0.750L +0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 6.0 ft 1 0.104 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 19.80 309.07 2960.00 5.83 56.91 424.00 • Length = 36.0 ft 2 0.236 0.186 1.60 0.865 1.00 1.00 1.00 1.00 1.00 50.28 784.92 3319.93 8.10 79.02 424.00 Length = 6.0 ft 3 0.256 0.186 1.60 1.000 1.00 1.00 1.00 1.00 1.00 48.60 758.63 2960.00 8.10 79.02 424.00 •-+0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.063 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.88 185.44 2960.00 3.50 34.15 424.00 • Length = 36.0 ft 2 0.142 0.112 1.60 0.865 1.00 1.00 1.00 1.00 1.00 30.17 470.95 3319.93 4.86 47.41 424.00 Length = 6.0 ft 3 0.154 0.112 1.60 1.000 1.00 1.00 1.00 1.00 1.00 29.16 455.18 2960.00 4.86 47.41 424.00 • +0.60D+O. 70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length = 6.0 ft 1 0.063 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.88 185.44 2960.00 3.50 34.15 424.00 Length = 36.0 ft 2 0.142 0.112 1.60 0.865 1.00 1.00 1.00 1.00 1.00 30.17 470.95 3319.93 4.86 47.41 424.00 • Length = 6.0 ft 3 0.154 0.112 1.60 1.000 1.00 1.00 1.00 1.00 1.00 29.16 455.18 2960.00 4.86 47.41 424.00 :Overall Maximum Deflections -• -~·-----__ .• _...,, ___ -.l.,' -------------------.,. _____ ...,. ____ ~----• Load Combination Span Max.•.• Dell Location in Span Load Combination Max. "+"Def! Location in Span • 1 0.0000 0.000 +D+Lr+H, LL Comb Run (*L*) -0.5300 0.000 +D+Lr+H, LL Comb Run (*L *) 2 1.1111 17.546 0.0000 0.000 • 3 0.0000 17.546 +D+Lr+H, LL Comb Run (*L *) -0.4077 6.000 ·. V~rtic~I_.Re~c~jons -----·--·. -.. ,J ---__ ; Sup_port notation : Far left is #1 Values in KIPS • Load Combination Support 1 Support2 Support3 Support4 • Overall MAXimum 20.411 22.439 Overall MINimum -0.283 -0.867 •• +D+H 9.133 15.367 +D+L +H, LL Comb Run (**L) 9.133 15.367 • +D+L +H, LL Comb Run (*L *) 9.133 15.367 +D+L +H, LL Comb Run (*LL) 9.133 15.367 • +D+L +H, LL Comb Run (L **) 9.133 15.367 +D+L+H, LL Comb Run (L*L) 9.133 15.367 • +D+L +H, LL Comb Run (LL*) 9.133 15.367 +D+L +H, LL Comb Run (LLL) 9.133 15.367 • +D+Lr+H, LL Comb Run (**L) 8.850 17.350 +D+Lr+H, LL Comb Run (*L *) 14.344 20.456 • +D+Lr+H, LL Comb Run (*LL) 14.061 22.439 • • GSSI Job No. 16012A lonis 2280 Tl Page 77 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • 'Wood,Beam I .11• I Description: G3A (use 12 psf RLL reduction) 'File~ P:\CRB~NG-111QNIST--1\ENGINE'-1\CALCUL:-1\2280\IONIS2-1.~C6 ·ENERCALC, IN_C.-1983-2016, B,uild:6:16.5.1.1, Ver.6.16.5.11 i ~ VerticaFReactions ~-------:---; Support notation: Far left is #1 t -----~,,.--,,..,, __ . -_,; -------------------~.------------------------------------Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 +D+Lr+H, LL Comb Run (L**) 15.200 14.500 +D+Lr+H, LL Comb Run (L*L) 14.917 16.483 +D+Lr+H, LL Comb Run (LL*) 20.411 19.589 +D+Lr+H, LL Comb Run (LLL) 20.128 21.572 +D+S+H 9.133 15.367 +D+0.750Lr+0.750L+H, LL Comb Run(* 8.921 16.854 +D+0.750Lr+0.750L+H, LL Comb Run(* 13.042 19.183 +D+0.750Lr+0.750L +H, LL Comb Run(* 12.829 20.671 +D+0.750Lr+0.750L+H, LL Comb Run (L 13.683 14.717 +D+0.750Lr+0.750L+H, LL Comb Run (L 13.471 16.204 +D+0.750Lr+0.750L+H, LL Comb Run (L 17.592 18.533 +D+0.750Lr+0.750L+H, LL Comb Run (L 17.379 20.021 +D+0.750L+0.750S+H, LL Comb Run(** 9.133 15.367 +D+0.750L +0.750S+H, LL Comb Run (*L 9.133 15.367 +D+0.750L +0.750S+H, LL Comb Run (*L 9.133 15.367 +D+0.750L+0.750S+H, LL Comb Run (L* 9.133 15.367 +D+0.750L+0.750S+H, LL Comb Run (L*. 9.133 15.367 +D+0.750L+0.750S+H, LL Comb Run (LL 9.133 15.367 +D+0.750L+0.750S+H, LL Comb Run (LL 9.133 15.367 +D+0.60W+H 9.133 15.367 +D+0.70E+H 9.133 15.367 +D+0.750Lr+0.750L+0.450W+H, LL Comb 8.921 16.854 +D+0.750Lr+0.750L+0.450W+H, LL Comb 13.042 19.183 +D+0.750Lr+0.750L +0.450W+H, LL Comb 12.829 20.671 +D+0.750Lr+0.750L+0.450W+H, LL Comb 13.683 14.717 +D+0.750Lr+0.750L +0.450W+H, LL Comb 13.471 16.204 +D+0.750Lr+0.750L+0.450W+H, [L Comb 17.592 18.533 +D+0.750Lr+0.750L+0.450W+H, LL Comb 17.379 20.021 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.450W+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.5250E+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.5250E+H, LL Comb 9.133 15.367 +D+0.750L +0.750S+0.5250E+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.5250E+H, LL Comb 9.133 15.367 +D+0.750L +0.750S+0.5250E+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.5250E+H, LL Comb 9.133 15.367 +D+0.750L+0.750S+0.5250E+H, LL Comb 9.133 15.367 +0.60D+0.60W+0.60H 5.480 9.220 +0.60D+0.70E+0.60H 5.480 9.220 D~ ~~ 1U~ Lr Only, LL Comb Run (**L) -0.283 1.983 Lr Only, LL Comb Run (*L *) 5.211 5.089 Lr Only, LL Comb Run (*LL) 4.928 7.072 Lr Only, LL Comb Run (L **) 6.067 -0.867 Lr Only, LL Comb Run (L *L) 5.783 1.117 Lr Only, LL Comb Run (LL*) 11.278 4.222 Lr Only, LL Comb Run (LLL) 10.994 6.206 L Only, LL Comb Run (**L) L Only, LL Comb Run (*L*) L Only, LL Comb Run (*LL) L Only, LL Comb Run (L **) L Only, LL Comb Run (L *L) L Only, LL Comb Run (LL*) L Only, LL Comb Run (LLL) SOnly GSSI Job No. 16012A 5/19/2016 Jonis 2280 Tl Page 78 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •-• • • • • • • • • • • • • • · -File = P:\CRBENG..,1UONIST-1\ENGINE-1\CALCUL-112280\IONIS2-1.EC6 · · · ENE~CALC, INC, 1~j-2016, Build;Q.16.5.11, Ver:Q.16.5.11 Description : G3A (use 12 psf RLL reduction) , _ Verticill:ReactiQriy ________________ .._· ___ su_pp_o_rtn_ot_ati_'on_:_Fa_r_left_is_#_1 ______ va_lu_es_in_K_IP_s _____ _ Load Combination WOnly EOnly HOnly GSSI Job No. 16012A 5/19/2016 Support 1 Support 2 Support 3 Support 4 lonis 2280 Tl Page 79 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••• Description: 5.125x21 GLB with HSS5x3x.25 at bottom :Fin~J.S~c(iofj Prr,pe(ti8$ . · Total Area 224.625 in"2 Calculated final C.G. distance from Datum: X cg Dist. 0.0 in Y cg Dist. -6.250 in Edge Distances from CG. : +X lxx= lyy= -X +Y -Y 19.50 in -19.50 in 16.750 in -7.250 in 12,115.4 in"4 15,065.3 in"4 Sxx·: -Y 1,671.18 in"3 Sxx: +Y 723.29 in"3 :Fil~ = P:ICRBENG-1110NIST .. 1\ENGINE ... 1\CALCUL-1122eQ\IQNJ$2,.-1.EC6 . ENERC(ILC, INQ.198_3-2016, B11ild:6.16.5.:11, Ver:6.16.5.11 . Datum I I Cf syy: -x 772.58 in"3 S= 773 equiv to Syy: +X 772·58 in"3 ~r-----_j 5.125x30 GLB 8=769 rxx 7.344 in ryy ___ 8.190in , -·Genera1·stifpe$··-· _ · _____ .. __ . ---· _:·_-~_~_. ________________________ _ -Rec!: 1 Height= Area= --Rect:2 Area= 107.625 in"2 Xcg= 0.000 in Ycg= 0.000 in Height= 117,000 in"2 Xcg= O.OOOin Ycg= -12.000 in Equivalent width to match S value with composite wood and steel member GSSI Job No. 16012A 5/19/2016 21.000 in Width= lxx= 3,955.219 in"4 lyy= 235.570 in"4 3.000 in Width= lxx= lyy= lonis 2280 Tl 5.125 in Rotation= 0 decCCW Sxx= 376.688 in"3 Rxx= 6.062in Syy= 91.930 in"3 Ryy= 1.479 in Rotation= 0 decCCW Sxx= 58.500 in"3 Rxx= 0.866 in Syy= 760.500 in"3 Ryy= 11.258 in Page 80 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·File =.P:\CRBEN<HIJONIST"-1\ENGINE-'1\CALCU~-1\228011ONIS2-1.EC6 . .. _ . • _ENE_RCA~C, INC, 1983-2016,J~uild:6.1.6.5.11, yer:6.16.5.11 Description: New Column CodeReferences · --·· _____________________ __,__ ________________________ _ Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 Steel Section Name : HSS4x4x1/4 Overall Column Height 16.0 ft Analysis Method : Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Fy : Steel Yield Brace condition for deflection (buckling) along columns : 46.0 ksi 29,000.0 ksi X-X (width} axis : E : Elastic Bending Modulus Unbraced Length for X-XAxis buckling= 16.0 ft, K = 1.0 Y-Y {depth) axis: Fully braced against buckling along Y-Y Axis App,l_ied,.Loa~s · · """' . ; Column self weight included : 195.360 lbs * Dead Load Factor AXIAL LOADS ... Axial Load at 16.0 ft, D = 10.0, LR= 10.0 k DE$/Gtrsutt1l'tfARY . ' ' . ' Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.5917 : 1 Load Combination +1.20D+1.60Lr+0.50L +1.60H Location of max.above base 0.0 ft At maximum location values are ... Pu 0.9 * Pn Mu-x ·o.9 • Mn-x: Mu-y 0.9 * Mn-y: PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Vu :Applied Vn • Phi : Allowable 28.234 k 47.715 k 0.0 k-ft 16.181 k-ft 0.0 k-ft 16.181 k-ft 0.0 : 1 0.0 ft 0.0 k 0.0 k Service loads entered. Load Factors will be applied for calculations . Maximum SERVICE Load Reactions •• Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y Maximum SERVICE Load Deflections ... Along Y-Y 0.0 in at for load combination : Along X-X 0.0 in at for load combination : 0.0 k 0.0 k 0.0 k O.Ok 0.0ft above base 0.0ft above base Load¢ombination:Resuits ---~---________ --~·· _________________________ _ Load Combination +1.40D+1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60Lr+0.50L +1.60H +1.20D+1.60Lr+0.50W+1.60H +1.20D+0.50L +1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L +W+1.60H +1.20D+0.50L +0.50S+W+1.60H +1.20D+0.50L +0.20S+E+1.60H +0.90D+W+0.90H +0.90D+E+0.90H Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.299 PASS 0.00 ft 0.361 PASS 0.00 ft 0.256 PASS 0.00 ft 0.592 PASS 0.00 ft 0.592 PASS 0.00 ft 0.256 PASS 0.00 ft 0.256 PASS 0.00 ft 0.361 PASS 0.00 ft 0.256 PASS 0.00 ft 0.256 PASS 0.00 ft 0.192 PASS 0.00ft 0.192 PASS 0.00ft Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft ' Maximum~Reaciion~-.". ,,. ·_ -. _· -~----~~ .. :·:. =_;· i _______________ N_ot_e:_O_n_,ly:_n_o_n_-z_e_ro_r_ea_c_tio_n_s_a_re_l_is_te_d_. - Load Combination +D+H +D+L+H GSSI Job No. 16012A 5/19/2016 X-XAxis Reaction Y-Y Axis Reaction Axial Reaction @~ase @Top @Base @Top @Base k k lonis 2280 Tl k k 10.195 k 10.195 k Page 81 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= l':ICRBENG':'1UONISI--1\ENGINE-1\CALCUL-112280\IONIS2 .. 1.EC6 . . ENER,CAW,Jt,iC.1~3-2Q16, Builq:6.16.5,11,\/er:6.16.5.11 I .1 l't Description : New Column . IVl~inium ReacJi2ns -· --__ :__ ____ --=~ ~ _ -:--~--= __ -~,_' _______________ N_ot_e_: O_nly=--no_n_-z_e_ro_r_ea_c_ti_on_s_a_re_lis_te_d_. _ X-X Axis Reaction Y-Y Axis Reaction Load Combination @Base @Top @Base @Top +D+Lr+H k +D+S+H k +D+0.750Lr+0.750L+H k +D+0.750L+0.750S+H k +D+0.60W+H k +D+0.70E+H k +D+0.750Lr+0.750L +0.450W+H k +D+0.750L +0.750S+0.450W+H k +D+0.750L+0.750S+0.5250E+H k +0.60D+0.60W+0.60H k +0.60D+0.70E+0.60H k DOn~ k ~~ k LO~ k SO~y k w~ k EOnly k HO~ k .N!~im~l'llDeflectioh$ for ~oa(f .Cornbin~tion$ · Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection +D+H 0.0000 in 0.000 ft 0.000 in +D+L+H 0.0000 in 0.000 ft 0.000 in +D+Lr+H 0.0000 in 0.000 ft 0.000 in +D+S+H 0.0000 in 0.000 ft 0.000 in +D+0.750Lr+0.750L +H 0.0000 in 0.000 ft 0.000 in +D+0.750L +0.750S+H 0.0000 in 0.000 ft 0.000 in +D+0.60W+H 0.0000 in 0.000 ft 0.000 in +D+0.70E+H 0.0000 in 0.000 ft 0.000 in +D+0.750Lr+0.750L +0.450W+H 0.0000 in 0.000 ft 0.000 in +D+0.750L +0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in +D+0.750L +0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in DOnly 0.0000 in 0.000 ft 0.000 in Lr Only 0.0000 in 0.000 ft 0.000 in LOnly 0.0000 in 0.000 ft 0.000 in sonly 0.0000 in 0.000 ft 0.000 in WOnly 0.0000 in 0.000 ft 0.000 in EOnly 0.0000 in 0.000 ft 0.000 in HOnly 0.0000 in 0.000 ft 0.000 in Steej: Sectio)J P,ropeTTies r --j HSS4x4x1/4 Depth = 4.000 in lxx = 7,80 inA4 Sxx = 3.90 inA3 Width = 4.000 in Rxx = 1.520 in Wall Thick = 0.250 in zx = 4.690 inA3 Area = 3.370 inA2 I yy = 7,800 inA4 Weight = 12.210 plf Syy = 3.900 inA3 Ryy = 1.520 in Ycg = 0.000 in GSSI Job No. 16012A 5/19/2016 lonis 2280 Tl Axial Reaction @Base k 20.195k k 10.195k k 17.695 k k 10.195 k k 10.195 k k 10.195 k k 17.695 k k 10.195k k 10.195 k k 6.117 k k 6.117 k k 10.195 k k 10.000 k k k k k k k k k k k Distance 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft J C = 6.560 inA3 Page 82 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description : C: 0 0 -<i GSSI Job No. 16012A 5/19/2016 Fife·= P:\CRBENG-,,1\IONIST.:;1\ENGINE~1,cALCUL "-1\2280\IONIS2-1.EC6 . . -• ENE~C_t\LC::,·INC. j983-20_16,J3uild:6.16.5.11,'Ver:6.16.fi.11 '°" ii:' X 0 ~ II :E ·.; :c 4.00in Loads are total entered value. Arrows do not reflect absolute direction. lonis 2280 Tl Page 83 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Description: New Column Footing CojleR,efe~nces -·-·---____________ -___ _ Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 -------~------------------,,. File ='P.:\CRBENG..,1\IONIST-1\ENGINE-1\CAl:CUL -112280\IONIS2-1.EC6 ~NERC[ILC, l!'!C, 1983-2Q1~, Build:6:1$.5.11,Ver:6.16.5.11 _ G~n~raU".1fo!!"atio11 _______________________ , __________________________ _ Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use fig wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear = = = = = = 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 = = = = 0.00180 1.0: 1 1.0: 1 Yes Yes No No Soil Design Values Allowable Soil Bearing = 1.50 ksf Increase Bearing By Footing Weight = No Soil Passive Resistance (for Sliding) = 250.0 pcf Soil/Concrete Friction Coeff. = 0.30 Increases based on footing Depth Footing base depth below soil surface = 0.0 ft Allow press. increase per foot of depth = 0.0 ksf when footing base is below = 0.0 ft Increases based on footing plan dimension Allowable pressure increase per foot of depth = 0.0 ksf when max. length or width is greater than = 0.0 ft : Dimensions __ -·-~--_____________ -_. ___________________________ _ Width parallel to X-X Axis = 4.0 ft Length parallel to Z-Z Axis = 4.0 ft Footing Thickness = 15.0 in Pedestal dimensions ... px : parallel to X-X Axis pz : parallel to Z-Z Axis Height = = = Rebar Centerline to Edge of Concrete ... at Bottom of footing = ~einfor~inir ·-------· Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Size = = = = Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone -Applied Io~<fs--· ,. · P : Column Load = OB : Overburden = M-xx = M-zz = V-x = V-z = GSSI Job No. 16012A 5/19/2016 D 0.0 in 0.0 in 0.0 in 3.0 in 5 # 5 5 # 5 n/a n/a n/a 10.0 0.0 0.0 0.0 0.0 0.0 z II 4' O" ~ Lr L s w E H 10.0 0.0 0.0 0.0 0.0 0.0 k 0.0 0.0 0.0 0.0 0.0 0.0 ksf ---·----------· ------------------------ 0.0 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 0.0 k-ft ------0.0 0.0 0.0 0.0 0.0 0.0 k 0.0 0.0 0.0 0.0 0.0 0.0 k Jonis 2280 Tl Page 84 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , File = P:\CRBENG,,.1\IONIST-1\ENGINE-1 \CALCUL-112280\ION1S2-1.EC6 , ,_ ENERCAL9;JN$, 1983-2016,Bui)d:6.16,&.11; Ver:6.16.5.11 Description : New Column Footing ·oESIGN:slJMMARY·----____ , ·.· ---·--· -.-----, "'--·· -.--~ -~ ·-'-----·--~ __ ,...,._.·~-------~------·t®i•iei•JQ.._ Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9540 Soil Bearing 1.431 ksf 1.50 ksf +D+Lr+H about Z-Z axis PASS n/a Overturning -X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning -2-2 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-2-2 0.0 k 0.0 k No Sliding PASS nfa Uplift 0.0 k 0.0 k No Uplift PASS 0.1727 2 Flexure (+X) 3.50 k-ft 20.263 k-ft +1.20D+1.60Lr+0.50L +1.60H PASS 0.1727 2 Flexure (-X) 3.50 k-ft 20.263 k-ft +1.20D+1.60Lr+0.50L +1.60H PASS Q.1727 X Flexure (+Z) 3.50 k-ft 20.263 k-ft +1.20D+1.60Lr+0.50L +1.60H PASS 0.1727 X Flexure (-Z) 3.50 k-ft 20.263 k-ft +1.20D+1.60Lr+0.50L +1.60H PASS 0.1479 1-way Shear (+X) 12.153 psi 82.158 psi +1.20D+1.60Lr+0.50L +1.60H PASS 0.1479 1-way Shear (-X) 12.153 psi 82.158 psi +1.20D+1.60Lr+0.50L +1.60H PASS 0.1479 1-way Shear (+2) 12.153 psi 82.158 psi +1.20D+1.60Lr+0.50L +1.60H PASS 0.1479 1-way Shear (-2) 12.153 psi 82.158 psi +1.20D+1.60Lr+0.50L +1.60H PASS 0.2773 2-way Punching 45.573 psi 164.317 psi +1.20D+1.60Lr+0.50L +1.60H : Detailed Results -. -.. --~ 1 ,_ .. --,_ ---------~-... ---~-----:c----------- Soil Bearing Rotation Axis & Xecc Zecc Actual Soil Bearing Stress @ Location Actual / Allow Load Combination ... Gross Allowable (in) Bottom, -2 Top,+2 Left, -X Right, +X Ratio X-X,+D+H 1.50 nfa 0.0 0.8063 0.8063 n/a n/a 0.538 X-X, +D+L+H 1.50 n/a 0.0 0.8063 0.8063 n/a n/a 0.538 X-X, +D+Lr+H 1.50 n/a 0.0 1.431. 1.431 n/a n/a 0.954 X-X, +D+S+H 1.50 nfa 0.0 0.8063 0.8063 n/a n/a 0.538 X-X, +D+0. 750Lr+0. 750L +H 1.50 n/a 0.0 1.275 1.275 n/a n/a 0.850 X-X, +D+0.750L+0.750S+H 1.50 n/a 0.0 0.8063 0.8063 n/a n/a 0.538 X-X, +D+0.60W+H 1.50 n/a 0.0 0.8063 0.8063 nfa n/a 0.538 X-X, +D+0.70E+H 1.50 n/a 0.0 0.8063 0.8063 n/a n/a 0.538 X-X, +D+0.750Lr+0.750L+0.450W+H 1.50 n/a 0.0 1.275 1.275 n/a n/a 0.850 X-X, +D+0. 750L +0. 750S+0.450W+H 1.50 n/a 0.0 0.8063 0.8063 nfa nfa 0.538 X-X, +D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 0.8063 0.8063 n/a n/a 0.538 X-X, +0.60D+0.60W+0.60H 1.50 n/a 0.0 0.4838 0.4838 n/a n/a 0.323 X-X. +0.60D+0.70E+0.60H 1.50 n/a 0.0 0.4838 0.4838 n/a n/a 0.323 Z-2, +D+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 2-2, +D+L+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 Z-2, +D+Lr+H 1.50 0.0 n/a n/a n/a 1.431 1.431 0.954 Z-2, +D+S+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 Z-2, +D+0.750Lr+0.750L +H 1.50 0.0 n/a n/a n/a 1.275 1.275 0.850 Z-2, +D+0.750L +0.750S+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 Z-2, +D+0.60W+H 1.50 0.0 nfa nfa n/a 0.8063 0.8063 0.538 Z-2, +D+0.70E+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 Z-2, +D+0.750Lr+0.750L +0.450W+H 1.50 0.0 n/a n/a n/a 1.275 1.275 0.850 2-2, +D+0.750L+0.750S+0.450W+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 Z-2, +D+0.750L +0.750S+0.5250E+H 1.50 0.0 n/a n/a n/a 0.8063 0.8063 0.538 Z-2, +0.60D+0.60W+0.60H 1.50 0.0 nfa n/a n/a 0.4838 0.4838 0.323 2-2, +0.60D+0.70E+0.60H 1.50 0.0 n/a n/a n/a 0.4838 0.4838 0.323 '_ Overtt.irningSt~bility -:,_ ··-'--'. ---'-------------------------------- Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Siidinff'_S~hii(!f ~ ~-~~~,::~.=~·=-· -~---~~::· ~: .. All units k Force Application Axis Load Combination... Sliding·Force Resisting Force Stability Ratio Status Footing Has NO Sliding GSSI Job No. 16012A lonis 2280 Tl Page 85 of 92 5/19/2016 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f'il!!,=·P.:\CRE,!ENq-1\IONJS!-~IENGINE,-119ALGUL:-11228QUQN1S2-1.EC6 ____________ ., _ [:!'ll;~C,6;!.C, [NC.1983-201_6, Bui\d:6.W.5.1~. \ler:§.16.5,11 •••••• Description: New Column Footing ~_Footibg,Flextire-~-' ---:---', -:--.---:--_i _________________________ _ Flexure Axis & Load Combination X-X, +1.40D+1.60H GSSI Job No. 16012A 5/19/2016 Mu Side k-f! 1.750 +Z Tension Surface Bottom AsReq'd jnA2 Gvm.As inA2 0.324 Min Temp % lonis 2280 TI Actual As jnA2 0.3875 Phi*Mn k-f! 20.263 Page 86 of 92 Status OK • • • • • File = P:\CRBENG-1\IONIST-1\ENGINE-1\CALCUL-112280\ION!S2.;.1 .EC6 • . -ENE_RCA~C,JNQ.1983-2016, BUild:6:16.5.11, Ver:6J6.5.1~ • Description: New Column Footing • :footing.Flexure ___ .,. __________ __ _ ·--. . _ -· _____ , 1 • Flexure Axis & Load Combination Mu Side Tension AsReq'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft • X-X, +1.40D+1.60H 1.750 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X. +1.20D+0.50Lr+1.60L +1.60H 2.125 +2 Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+0.50Lr+1.60L +1.60H 2.125 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X. +1.20D+1.60L +0.50S+1.60H 1.50 +2 Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X. +1.20D+1.60L +0.50S+1.60H 1.50 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X, +1.20D+1.60Lr+0.50L +1.60H 3.50 +2 Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X. +1.20D+1.60Lr+0.50L +1.60H 3.50 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X, +1.20D+1.60Lr+0.50W+1.60H 3.50 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+1.60Lr+0.50W+1.60H 3.50 -z Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X, +1.20D+0.50L +1.60S+1.60H 1.50 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+0.50L +1.60S+1.60H 1.50 -z Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X, +1.20D+1.60S+0.50W+1.60H 1.50 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+1.60S+0.50W+1.60H 1.50 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X. +1.20D+0.50Lr+0.50L +W+1.60H 2.125 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+0.50Lr+0.50L +W+1.60H 2.125 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X, +1.20D+0.50L +0.50S+W+1.60H 1.50 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+0.50L +0.50S+W+1.60H 1.50 -z Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X. +1.20D+0.50L +0.20S+E+1.60H 1.50 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +1.20D+0.50L +0.20S+E+1.60H 1.50 -z Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X. +0.90D+W+0.90H 1.125 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X. +0.90D+W+0.90H 1.125 -z Bottom 0.324 Min Temp% 0.3875 20.263 OK X-X, +0.90D+E+0.90H 1.125 +Z Bottom 0.324 Min Temp% 0.3875 20.263 OK • X-X, +0.90D+E+0.90H 1.125 -2 Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-2. +1.40D+1.60H 1.750 -x Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-2. +1.40D+1.60H 1.750 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK 2-2, +1.20D+0.50Lr+1.60L +1.60H 2.125 -x Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-2, +1.20D+0.50Lr+1.60L +1.60H 2.125 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-Z, +1.20D+1.60L +0.50S+1.60H 1.50 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-2, +1.20D+1.60L +0.50S+1.60H 1.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-2, +1.20D+1.60Lr+0.50L +1.60H 3.50 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-2, +1.20D+1.60Lr+0.50L +1.60H 3.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-Z, +1.20D+1.60Lr+0.50W+1.60H 3.50 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK 2-2, +1.20D+1.60Lr+0.50W+1.60H 3.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-Z, +1.20D+0.50L +1.60S+1.60H 1.50 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-2, +1.20D+0.50L +1.60S+1.60H 1.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-2, +1.20D+1.60S+0.50W+1.60H 1.50 ·X Bottom 0.324 Min Temp% 0.3875 20.263 OK 2-Z, +1.20D+1.60S+0.50W+1.60H 1.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • Z-2, +1.20D+0.50Lr+0.50L +W+1.60H 2.125 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK 2-Z, +1.20D+0.50Lr+0.50L +W+1.60H 2.125 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • 2-Z, +1.20D+0.50L +0.50S+W+1.60H 1.50 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-Z, +1.20D+0.50L+0.50S+W+1.60H 1.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • Z-2, +1.20D+0.50L +0.20S+E+1.60H 1.50 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-Z, +1.20D+0.50L +0.20S+E+1.60H 1.50 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • Z-Z, +0.90D+W+0.90H 1.125 ·X Bottom 0.324 Min Temp% 0.3875 20.263 OK Z-2, +0.90D+W+0.90H 1.125 +X Bottom 0.324 Min Temp% 0.3875 20.263 OK • Z-2, +0.90D+E+0.90H 1.125 -X Bottom 0.324 Min Temp% 0.3875 20.263 OK "t-Z. :r0.~OQ~:t_0,!!QtL . ....... 1.125. ____ +X_ ~ Bottom 0.324 Min Temp% 0.3875 20.263 OK • 911Q;Wat~h~B_!': ________ --·-----·--~ _ ... ------~~ -----' • Load Combination ... Vu@-X Vu@+X Vu@-Z Vu@+Z Vu:Max PhiVn Vu/Phi*Vn Status +1.40D+1.60H 6.076psi 6.016psi 6.076 psi 6.076 psi 6.076psi 82.158 psi 0.07396 OK • +1.20D+0.50Lr+1.60L +1.60H 7.378psi 7.378psi 7.378 psi 7.378 psi 7.378psi 82.158 psi 0.08981 OK +1.20D+1.60L +0.50S+1.60H 5.208psi 5.208psi 5.208 psi 5.208 psi 5.208psi 82.158 psi 0.06339 OK • +1.20D+1.60Lr+0.50L +1.60H 12.153 psi 12.153 psi 12.153 psi 12.153 psi 12.153 psi 82.158 psi 0.1479 OK +1.20D+1.60Lr+0.50W+1.60H 12.153 psi 12.153 psi 12.153 psi 12.153 psi 12.153 psi 82.158 psi 0.1479 OK • +1.20D+0.50L +1.60S+1.60H 5.208psi 5.208psi 5.208 psi 5.208 psi 5.208psi 82.158 psi 0.06339 OK +1.20D+1.60S+0.50W+1.60H 5.208psi 5.208psi 5.208 psi 5.208 psi 5.208psi 82.158 psi 0.06339 OK • +1.20D+0.50Lr+0.50L +W+1.60H 7.378psi 7.378psi 7.378 Psi 7.378 psi 7.378 psi 82.158 psi 0.08981 OK +1.20D+0.50L +0.50S+W+1.60H 5.208 psi 5.208psi 5.208 psi 5.208 psi 5.208psi 82.158 psi 0.06339 OK • +1.20D+0.50L +0.20S+E+1.60H 5.208psi 5.208psi 5.208 psi 5.208 psi 5.208psi 82.158 psi 0.06339 OK +0.90D+W+0.90H 3.906psi 3.906psi 3.906 psi 3.906 psi 3.906psi 82.158 psi 0.04755 OK • +0.90D+E+0.90H 3.906psi 3.906psi 3.906 psi 3.906 psi 3.906psi 82.158 psi 0.04755 OK • • GSSI Job No. 16012A lonis 2280 Tl Page 87 of 92 5/19/2016 • • • • • • • • • • • • • • ., • • • • • • • • • • • • • • • • • • • • • • • • • • • • • File= P:\'CRBENG"-1\IOl'·l!SJ ~11ENGINE-1\CALCUL-,1\2280\IONIS2-1.EC6 , , , E~E_RC:ALC,JN!).,1983'~016, Build:6.16,11:11, VeJ:6.16.5.11 Description : New Column Footing _ Punching $Jwar._ ~---------______ -___ -_____ ; ____________________ AI_I u_ni_ts_k __ Load Combination ... +1.40D+1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60Lr+0.50L +1.60H +1.20D+1.60Lr+0.50W+1.60H +1.20D+0.50L +1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L +W+1.60H +1.20D+0.50L +0.50S+W+1.60H +1.20D+0.50L +0.20S+E+1.60H +0.90D+W+0.90H +0.90D+E+0.90H GSSI Job No. 16012A 5/19/2016 Vu 22.786 psi 27.669 psi 19.531 psi 45.573 psi 45.573 psi 19.531 psi 19.531 psi 27.669 psi 19.531 psi 19.531 psi 14.648 psi 14.648 psi Phi*Vn 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi lonis 2280 Tl Vu/Phi*Vn 0.1387 0.1684 0.1189 0.2773 0.2773 0.1189 0.1189 0.1684 0.1189 0.1189 0.08915 0.08915 Page 88 of 92 Status OK OK OK OK OK OK OK OK OK OK OK OK • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~GSSI Structural Engineers Project: - Engr: - Overturning of Mechanical Equipment Design Parameters aP = 1.0 .Q0 per ASCE 7-10 Sheet GSSI No. - Date 5/19/2016 2.50 Sos = 0.76 Ip = 1.00 component ampflication factor spectral acceleration, short period importance factor Strength Design: .90 +1.0E Rp = 2.5 Component response mod. factor Allow. Stress Design: .90 + 1.0E/1.4 SD or ASD? = Strength Design Slab on grade? No z = 1 h = 1 ft. (ht. in structure of point of attachment), z=O @ grade ft. (avg. roof ht.) z/h = 1.0 Fp = .4*ap*Sos•Wp*(1+2*z/h)/(Rp/lp), (13.3-1) Fp(max) = 1.6*S08*1p*Wp, (13.3-2) Fp(min) = 0.3*S0s*lp*Wp, (13.3-3) Fv = .2*SDS*Wp, (12.4.2.3) OTM = Fp*unit heighU2 Floor/Slab/Footing Loads RM = (.9-Fv)*Wt*unit width/2 Unit Size, feet Curb weight, width lenath heiaht ht, in. lbs Nitrogen Tank 3.00 3.0 7.0 6,000 10,000 10,001 12,000 10,003 10,004 10,005 Fp Fp(max) Fp(min) Fv Fp 2,197 - - - - - - - Anchorage Loads Increased as Required for ACI Appendix D Single Anchor Loading with n0 No. Anchors OTM x n0 Vxn0 Uplift T max Unit ltot Vtot ft-lbs lbs lbs lbs Nitrogen Tank 2 4 19,228 5,494 4167 2,084 2 4 ---- 2 4 ---- 2 4 ---- 2 4 ---- 2 4 ---- 2 4 - - -- 2 4 ---- = = = = Fv 916 - - - - - - - VMax lbs 1,373 ------ - GSSI Job No. 16012A 5/19/2016 2013 CBC Overtumin!PBrMl6Wahlcal Equipment Ortho asce ch 13 0.37 WP 1.22 WP 0.23 WP 0.15 WP OTM RM Uplift, lbE ft-lbs ft-lbs 7,691 6,727 321 - - -- -- - - -- -- -- User Anchorage Notes Page 89 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~GSSI Structural Engineers Project: - Engr: - LRFD Hilti KB-TZ Seismic Anchorage Values Sheet GSSI No. - Date 5/19/2016 3000 psi-Cracked Concrete Design Normal Weight Concrete lambda=1.0 Lightweight Concrete lambda=0.8 Normal Weight Concrete lambda=1.0 Anchor Type Min Cone (in) Edge Dist (in) T max (lbs) Vmax (lbs) %" KB-TZ w/ 2" embed 4in 4.00 in 1212Ibs 1466Ibs 1/z" KB-TZ w/ 2" embed 4in 5.50 in 1284Ibs 1844Ibs 1// KB-TZ w/ 3.25" embed 6in 7.50 in 2625Ibs 3572Ibs 5/a" KB-TZ w/ 4" embed 6in 8.75 in 3631 lbs 4940Ibs 3// KB-TZ w/ 4.75" embed 8in 9.00 in 4699Ibs 7934Ibs Note 1: For KB-TZ in concrete filled metal deck min cone thickness is 3.25"-Values do not change for 2" Embed Unit Nitrogen Tank GSSI Job No. 16012A 5/19/2016 Anchor Type T V T% 5/8" KB-TZ w/ 4" embed 2084Ibs 1373 lbs 57% - - - - - - - - - - - - - - - --- - - - 2013 CBC Overtumin/p8fM€~ahlcal Equipment Ortho asce ch 13 V% T%\"'"'+V%10'-'J 28% 0.51 -- -- -- - - -- -- -- Page 90 of 92 OK - - - - - - - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~GSSI Structural Engineers Project: - Engr: - Overturning of Mechanical Equipment Design Parameters ap = 1.0 0 0 per ASCE 7-10 Sheet GSSI No. - Date 5/19/2016 2.50 Sos = 0.76 Ip = 1.00 component ampflication factor spectral acceleration, short period importance factor Strength Design: .90 +1.0E Rp = 2.5 Component response mod. factor Slab on grade? No z = 1 h = 1 ft. (ht. in structure of point of attachment), z=O @ grade ft. (avg. roof ht.) z/h = 1.0 Fp = .4*ap*S08.Wp*(1+2*z/h)/(Rp/lp), (13.3-1) Fp(max) = 1.6*S08*Ip*Wp, (13.3-2) Fp(min) = 0.3*S08*Ip*Wp, (13.3-3) Fv = .2*SDS*Wp, (12.4.2.3) OTM = Fp*unit height/2 Floor/Slab/Footing Loads RM = (.9-Fv)*Wt*unit width/2 Unit Size, feet Curb weight, width lenoth heioht ht, in. lbs AHUH3 3.50 11.0 8.0 6 2,000 CH1A 3.0 10.0 6.0 5,000 T1 4.0 4.0 5.0 5,000 EF1A 5.0 15.0 10.0 5,600 EFH3 3.0 3.0 10.0 900 CU1 7.5 18.Q 4.0 3,000 AHU1A 10.0 20.0 6.0 10,000 Canopy 1.0 1.0 1.o 12,000 Allow. Stress Design: .9D + 1.0E/1.4 SD or ASD? = Strength Design Fp = 0.37 WP Fp(max) = 1.22 WP Fp(min) = 0.23 WP Fv = 0.15 WP Fp Fv OTM RM ft-lbs ft-lbs 732 305 3,296 2,616 1,831 763 5,494 5,606 1,831 763 4,578 7,474 2,051 855 10,255 10,464 330 137 1,648 1,009 1,099 458 2,197 8,408 3,662 1,526 10,987 37,370 4,395 1,831 2,197 4,484 Uplift, lbs 194 No uplift No uplift No uplift 213 No uplift No uplift No uplift Anchorage Loads Increased as Required for ACI Appendix D . Single Anchor Loading with 0 0 No. Anchors OTM x00 Vx00 Uplift T max VMax Unit I tot Vtot ft-lbs lbs lbs lbs lbs User Anchorage Notes AHU H3. 4 8 8,240 1,831 1607 402 229 CH1A 4 8 13,734 4,578 2710 677 572 T1 2 4 11,445 4,578 993 A.QR 1 .1A'- EF1A 4 8 7,178 1,436 No OT -179 No Omega ASD Reactions EFH3 2 4 1,154 231 48 24 58 No Omega ASD Reactions CU1 3 6 1,538 769 No OT -128 No Omega ASD Reactions AHU1A 8 16 7,691 2,564 No OT -160 No Omega ASD Reactions "71 use lag bolts per 10/S502 _/ GSSI Job No. 16012A 5/19/2016 2013 CBC Overturnin!PBfMtf~ahlcal Equipment Ortho asce ch 13 Page 91 of 92 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~GSSI Structural Engineers Project: - Engr: - LRFD Hilti KB-TZ Seismic Anchorage Values Sheet GSSI No. - Date 5/19/2016 3000 psi-Cracked Concrete Design Normal Weight Concrete lambda=1.0 Lightweight Concrete lambda=0.8 Normal Weight Concrete lambda=1.0 Anchor Type Min Cone (in) Edge Dist (in) T max (lbs) Ymax (lbs) %" KB-TZ w/ 2" embed 4in 4.00 in 1212lbs 1466Ibs 1/2" KB-TZ w/ 2" embed 4in 5.50 in 1284Ibs 1844Ibs 1/2" KB-TZ w/ 3.25" embed 6in 7.50 in 2625Ibs 3572Ibs %" KB-TZ w/ 4" embed 6in 8.75 in 3631 lbs 4940Ibs 3// KB-TZ w/ 4.75" embed 8in 9.00 in 4699Ibs 7934Ibs Note 1: For KB-TZ in concrete filled metal deck min cone thickness is 3.25"-Values do not change for 2" Embed Unit AHUH3 CH1A T1 EF1A EFH3 CU1 AHU1A GSSI Job No. 16012A 5/19/2016 Anchor Type T V T% 1/2" KB-TZ w/ 2" embed 402lbs 229Ibs 31% 1/2" KB-TZ w/ 2" embed 677Ibs 572Ibs 53% 1/2" KB-TZ w/ 2" embed 496Ibs 1145 lbs 39% --- --- --- --- --- 2013 CBC Overtumin!f 8fMtf~aXlca1 Equipment Ortho asce ch 13 V% T% \O/,JJ+V% \0/,J/ 12% 0.18 31% 0.49 62% 0.66 -- -- -- -- -- Page 92 of 92 OK OK OK - -- - - • ... ---Dynalectric San Diego Jonis Building 2280 Renovations l 2280 Faraday San Diego, CA 92008 Title 24 Compliance Forms Certificate of Installation Certificate of Acceptance 9505 Chesapeake Drive San Diego, CA 92123 Phone: 858.712.4700 Fax: 858.712.4701 www.dyna-sd.com RECEIVED Electrical Permit # 162084 Dyna Job# 8159172 APR 2 7 2017 CITY OF CARLSBAD BUILDING DIVISION JCERTIFICATE OF INSTALLATION JJNRCI-LTI-01-E !Project Nome: Ionis Building 2280 Reno,-.rion !ProjectAddms: 2280 Farallay Ave !~llforcement Agency: CITY OF CARLSBAD UCity: Carlsbad l!PennitNlllt1ber: CB1620S4 l!Zip Code: 92008 • General Information Building Type: ~ n Nonresidential High-Rise Res (Common Area) r Hotel/Motel (Common Area) Phase of Construction: r New Construction r Addition P' Alteration . c:-Unconditioned Scope of Responsibility Enter the date of approval by enforcement agency of the Certificate of Compliance that provides the specifications for the energy efficiency measures for the scope of responsibility for this Installation Certificate. 'Date: 9/9/2016 12;00:00 AM Document Title or Description Applirnbl" ShPPh or Poges, l ables, Schedules, etc. Date Approved By the Entorcement Agency :NRCC's ME1004 -ME100S 9/9/2016 8:00:00 PM Lighting· Plans E1001 -1;1002 9/9/2016 10:00:00 PM ------~---------__________ ,_.,._ ___ ~----~------~--------------------------------·-·--------------------------------------•• • I This is page 1 of 2 jCERTIJ!lCATE OF ll\'STALLATION l~'RCI-LTI-01-E fniloor Lighting IProjeaNome: torus Building 2280 Reno\',rion 1iEnforc1tmenl Agency: CITY OF CARLSBAD . l~ennitNumber. CB1620S4 !fyojectAddms: _2280 Faraday Ave l@ty: Corl.bad 11Zip~9200S • • • DOCUMENTATION AUTHOR'S DECLARATION STATEMENT l certify that this Certificate of Acceptance document is accurate and complete. Documentation Author Name · Address Zip Code CEA/ATT Certification Identification [if applicable) Date of Signature: Mark Tabbert 9505' Chesapeake Dr 92123 04/26/2017 Company Name City Phone Author Signature RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: Dynalectric Company San Diego {858)712-4700 1. I am the Field Technician, or the Field Technician Is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Cerflflcate-of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the appllcable classification to accept responsibility for the system design, construction or installation of features, materials-, components, or manufactu-red devices for tlie scope of v1ork Identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The Information provided on this Certificate of Acceptance substantiates that the construction or installation Identified on this Certificate of Acceptance compiles with the acceptance requlrements indicated In the plans and specifications approved by .the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Instalfatlon for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the buflding permlt(s-) issued for ttte bUllding. S. I will ensure that a completed, siQn11d copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. l understand that a signed copy of this certificate of Acceptance is required to be Included with the documentation the builder provides to the building owner at occupancy, Responsible Acceptance b I Compllny Name O 1 . Person Name Bo Rle Yl13 ectnc Company Address: Zip Code CSLB License 9505 Chesapeake Dr 92123 749757 Responsible Acceptance Person Signature Date of Signature: 04/26/2017 City Phone P()sitlon wlth Company (Title) San Diego (858)712-4700 Vice President This is page 2 of 2 !CERTIFICATE OF .ll\'STALLATION. jEMCS at Lighling Control System !Ji'.rojectName: torus Building 2280 RU\Ovarion jProjectAddms: 22S0 Faraday A,·e .NDOOR LIGHTING NRCI_LT1_02_E Ionis Building 2280 Renovation San Diego General Information Building Type: i~'RCI-L TI-02-E i E!,.forcement Agency: CITY.OF CARLSBAD "!Nlllllber. CB162084 ·I City: Carlsbad Code:9200S ~ Nonresidential r High-Rise Res (Common Area) r' Hotel/Motel (Common Area) ·Phase of Construction: r New Construction r:! Addition ~ Alteration r Unconditioned Scope of Responsibility Enter the date of approval by .enforcement agency of the Certificate of Compliance that provides the specifications for the energy efficiency measures for the scope of responsibility for this Installation Certificate. 'Date: 9/9/2016 12:00:00 AM • §130.4(b) Before an Energy Management Control System (EMCS), or Lighting Control System can be recognized for compliance with the lighting control requirements In Part 6 of Title 24, the person who Is eligible under Division 3 of the Business and Professions Code to accept responsibility for the ·construction or installation of features, materials, components, or manufactured ·devices shall sign and submit this Installation Certificate. •• If any of the requirements In this Installation Certlflcate fall the Energy Management Control System or Lighting Control System installation requirements, these options for controlling lighting shall not be recognized for compliance with the Building Energy Efficiency Standards. . ·· Check all that apply PART 1 What type of Lighting Control System has been installed? 11 A. Energy Management Control System (EMCS) • Is a computerized control system designed to regulate the ener!:JY consumption of a building by controlling the operation of energy consuming systems, such as the heating, ventilation and air conditioning (HVAC), lighting, and water heating systems, and Is capable of monitoring environmental and system loads, and adjusting HVAC operations In order to optimize energy usage and respond to demand response signals. .. r:'i The Energy Management Control System has been installed to function as a lighting control required by Part 6 and functionally meets all applicable requirements for each application for which it Is Installed, in accordance with Sections 110.9, 130.0 through 1305, 140.6 through.150.0, and 150.2; and complies with Reference Nonresidential Appendix NA7.7.2. J;:i The EMCS has been separately tested for each respective lighting control system for which it is .installed to function as. - ~ B. Lighting Control System • Requires two or more components to be installed In the building to provide all of the functionality required to make up a fully_ functional and_ compliant lighting control. .. -----·,L-.. ------·----_, ____ ,~--------~ -------------~-----~------·----------~-------------------------___________ ,, -----------------------------------------,. I This is page 1 of 5 !CERTIFICATE OF INSTAllATION l~'RCI-LTI-02-E IEMCS ot Li!)iting Ccotrol Sy•tem !Project Nome: Ioni, ~-.tion l!Enlbrcemeut Agency: CITY OF CARLSBAD IIPennit Number: 08162084 I ll'tOject Addiess: 22S(! Faraday Ave 11(,"l!V: Cod<bad 11:GIO !.;Ocie: 92008 I -----~ -~ -.. ,.R_ -The installed Lighting Control System compiles with the' requirements diecked below; and all 'components -of ---• the system considered together as installed meet all applicable requirements for the application for which they are Installed as required in Sections 130.0 through 130.5, Sections 140.6 through 140.8, Section 141.0, and Section 150,0(k). PART 2 Lighting Control· Functional requirements: Check all that apply when verifying the installation of an EMCS or Lighting Control System. - R A. All lighting controls and equipment have been installed In accordance with the manufacturer's instructions. r,i B. The manufacturer has-provided instructions for calibration. ~ C. If indicator lights are Integral to any components, such indicator lights consumes no more than 1 watt of power per indicator light. R D. Components that are regulated by the Title 20 Appliance Efficiency Regulation~ have been certified to the Energy Commission .. P' E. The EMCS or Lighting Control System fum;:tlons as one or more of.the Time-Switch Lighting Controls checked below, and complies with all of the following requirements: rr 1. Autbmatic Time-Switch Controls meeting all requirements for Automatic Time Switch Control devices in the Title 20 Appliance Efficiency Regulations, including the requirements below: . a. Residential automatic time-switch controls have program backup capabllltles that prevent the loss of the device's schedule for at least 7 days, and the device's date and time for at least 72 hours if power is interrupted. b. Commercial automatlc time-switch controls meet the followlng requirements: t Has program backup capabilities that prevent the loss of the device's schedule for at least 7 days, and the • device's date and time for at least 72 hours If power is interrupted ii, Is capable of provtding manual override to each connected load and shall resume normally scheduled operation after manual override ls Initiated wlthln 2 hours for each connected load and iii. Incorporates an automatic holiday shutoff feature that turns off all i:onnected loads for at least 24 hours c1nd then resumes normally scheduled operation. r:r 2. Astronomical Time-Swltch,Controls meeting all requirements for Astronomical Time-Switch Control devices in the Title 20 Appliance Efficiency Regulatlons1 including the requirements below: a. Meets the requirements of an automatic time-switch control b. Has sunrise and sunset prediction accuracy within plus-or-minus 15 minutes and timekeeping accuracy within 5 minutes per year c. Is capable· of dispfaying date; current time, sunrise time, sunset time, and switching times for each step during programmlng d. Has an automatic daylight savings time adjustment; and e. Has the ability to independently offset the on and off for each channel by at least 99 minutes before and after sunrise or sunset • . ,:; 3. Multi-Level Astronomical Time-Swltch Controls, In addition to meeting all of the requirements for Astronomical Time-Switch Controls, fncludes at least 2 separatefy programmable steps per zone. I ~ F. The EMCS or Lighting Control System functions as one or more of the Daylighting Controls listed below: I • I This is page 2 of 5 !CERTIFICATE OF INSTALLATION l~'RCI-LTI-02-E . JEMCS cit Lighting Control System .JProiect Noine: Ioriis Building 2280 Reno\-arion l!Enfottcnent Agency: CITY OF CARLSBAD J~it Number: CB 162084 el}'r=,oj?=ec=tA;=d=;,dte=s=s:·7.22""so~F;=ar=ada=y=A;=x=e===,================l11Cil,;=.11y=:c;=ar=l.t>ad================s=.=e.==========71ziPcode:9200S • • • 1. Automatic Daylight Controls meet all requirements for Automatic Dayllght Control devices in the Title 20 Appliance Efficiency Regulations, including the following: a. Is capable of reducing the power consumption in response to measured daylight either directly or by sending and receiving signals; b. If the system includes a dimmer, complies with the Dimmer-Control device requirements in the Title 20 Appliance Efficiency Regulations. c. Automatically return to its most recent time delay settings within 60 minutes When put in calibration mode; d. Has a set point control that easily distinguishes settings to within 10 percent of full scale adjustment; e. Has a light sensor that has a linear response within 5 percent accuracy over the range of illuminance measured by -the light sensor; f. Has a light sensor that is physically separated from .wliere the calibration adjust_ments are made, or is capable of being calibrated in a manner that the person Initiating the calibration Is remote from the sehsor during calibration to avoid influencing calibration accuracy; and g. Compiles with the Title 20 requirements for photo controls if the system contains a photo control component. M 2, Photo Controls meet all requirements for Photo Control devices in the Title 20 Appliance Efficiency Regulations, Including the following that lt does not have a mechanical device that permits disabling of th~ control. G. The EMCS or Lighting Control System functions as a Dimmer and meets all requirements for a Dimmer Control device In the Title 20 Appllante Efficiency Regulations, including the following; 1. Is capable of reducing power consumption by a minimum of 65 percent when the dimmer Is at its lowest level; 2. Includes an off position which produces a zero lumen output; and 3. Does not consume more than 1 watt per lighting dimmer switch leg when in the off position. 4. Di'mmer controls that can directly control lamps provide electrical outputs to lamps for reduced flicker operation through the dimming range so that ·the light output has an amplitude modulation of less than 30 percent for frequencies less than 200 Hz without causing premature lamp fallure. 5. If designed for use in three way circuits is capable of turning lights off, and to the level set by the dimmer if the lights are off. J;e' H. The EMCS or Lighting Control $ystem meets the following requirements~ 1. ls capable of automatically turning off controlled lights In the area no more than 30 minutes after the area has been vacated; 2. Allows all lights to be manually turned off regardless of the status of occupancy; and 3. Has a visible status signal that Indicates that the devh~e Is operating properly, or that it has failed or malfunctioned. The visible status signal may have an override switch that turns off the signal. 4. All occupant sensing devices that utilize ultrasonic radiation for detection of occupants meet the Ultrasound Maximum Decibel Values In the litle 20 Appliance Efficiency Regulations 5. All occupant sensing devices that utilize microwave radiation for detection of occupants meet the radiation requirements hi the Title io Applfance Efficiency Regulations 6. Occ:upant sensing devkes incorporating dimming, comply with the requirements for dimmer controls In the Title 20 Appliimce Efficiency Regulations 7. The EMCS or Lighting Control System functions as one or more of the Occupant Sensing Controls Checked Below: r-2' a. Occupant Sensors meeting all applicable requirements for Occupant Sensor Control devices In the Title 20 Appliance Efficiency Regulations M b. Motion Sensors meeting all appllcable requirements for Motion Sensor Controls devices in the Title 20 Appliance Efficiency Regulations, Including that motion sensors are rated for outdoor use. c. vacancy Sensors meeting all applicable requirements for Vacancy Sensor Controls devices In the Title 20 Appliance Efficiency Regulations, including the following: i. boes not tum on lighting automatically and ·does not Incorporate DIP switches, or other manual means, for conversion between manual and automatic functionality; ii. Has a grace period of no more than 30 seconds and no less than 15 seconds to turn Or\ lighting automatically after the sensor has timed out; and iii. Does not have an override switch that disab[es the sensor. I This is page 3 of 5 I I i~'RCI-LTI-02-E !EMCS ot Lit}llin& ConllOI System tprojectName: Iocis Building 2280 Reno\'arion IIEnlorcemeiit Agency: CITY OF CARt!iBAD l!l'ennitNllllloer. CB1620S4 I !Project.Addiess:22S0 Faraday Ave 11(,"l!V: Carllbad ll;a,) Code: 92008 I r d. Partial-ON Sensors meeting all applicable requirements for partial on sensing devices in the Titie 20 .. • Appliance Efficiency Regulations, including the fol!owing: i. Has two poles each with automatic-off functionality; II. iias one pole that ls manw:1I-on and does not incorporate DIP switches, or other manual means, for conversion between manual and autol'natrc functionality; and iii. Has one pole tliat is automatic-on and is not be capable of conversion by the user to manual-on functionality. I':; e. Partlal·OFF Sensors meet all applicable requirements for partial off sensing devices in the Title 20 Appliance Efficiency Regulations, including the following: i. Has two poles; ii. Has one pole that 1s manual-on and manual off; and iii. Has one pole that is automatic-on and automatic-off and is not capable of conversion by the user to manual-on only functionality. r f. Occupant Sensing Control systems consist of a combination of single or multi-level Occupant, Motion, or Vacancy Sensor Controls, and all cornpQnents Installed to comply with manual-on requirements are not capable of conversion by the user from manual-on to automatic-on functionality. PART 3 Requirements for which the control is being installed to complied with: Identify al[ requirements in the Standards for which the EMCS or Lighting Control System is installed to function as and complies with: Check all that are applicable. P.' A. Section 130.1(a) Area Controls. • M B. Section 130.i(b) Multi-Level Lighting Controls i.;, C. Section 130.1 (c) Shut-OFF Controls M' D. Section 130,1 (d) Automatlc Daylighting Controls. r: E. Section 130.1 (e) Demand Responsive Controls. M F. Section 130.5 (d) Circuit Controls For 120-Volt Receptacles. p G. To qualify-for the PAF for a Partial-ON Occupant Sensing Control in TABLE 140.6-A µ H. To qualify For the PAF for an occupant sensing control controlling the general lighting in large open plan office areas above workstations, In accordance with TABLE 140.6-A 0 I.To qualify for the PAF for a Manual Dimming System PAF or a Multiscene Programmable Dimming System PAF In TABLE 14Q.6-A f,'.i J. To qualify for the PAF for a Demand Responsive Control In TABLE 140.6-A n K. To qualify for the PAF for Comblneq Manual Dimming plus Partial-ON Occupant Sensing Control In TABLE 140.6-A • This is page 4 of 5 !CERTIFICATE OF INSTAllATION l~'RCJ;-LTI-02-E iEMCS or Lighting Conb:ol System ll'roject Nome::tonis Building 2280 Renovaiion IJEnCorcemenf Agency: CITY OF CARLSBAD IIPennitNumber: CB1620S4 1Ptoject.Addms:22S0Faraday Ave I/City: Carlsbad l!Zip Codec 9200S • • DOCUMENTATION AUTHOR'S DECLARATION STATEMENT r certify that this Certificate of Acceptance document is accurate and complete. Documentatloo Author M k T bb t Nsame ar a er Address Zip code CEA/ATT Certification Identification (If applicable) Date of Signature: 9505 Chesapeake Dr 921"23 TC-A813085 ~....o!ll,---·-------7 _ _,,,. 04/26/2017 Company Name City Phone Author Signature RESPONSIBLE Pl:RSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: Dynalectric Company San Diego '(858)712-4700 1. ram the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and ! have reviewed the information provided on this Certificate of Acceptance. 2, ! am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement {responsible acceptance person). 3. The-information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies wlth the acceptance requirements indicated in the plans and speclficatfons approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the certlflcate(s) of tnstallatlon for the construction or installation identified on this Certificate of Acceptance has been completed and ls posted or made available with the building permlt(s) Issued for the building. s. I will ensure that a completed, signed copy of this Certificate of Atceptance shall be posted, or made available with the building permlt{s) Issued for the building, and made available to the enforcement agency for all applicable Inspections. f understand that a signed copy of this Certifkate of Acceptance is required to be Included with the documentation the builder provides to the building ,owner at occupancy. Responsible Acceptance b I Company Name Person Name Bo Rle Address: 9505 Chesapeake Dr Zip Cod!) 92i23 CSLB tlcense 749757 Responsible Acceptance Person Signature Date of Signature: 04/26/'2.017 City Phone Position with Company {Title} Dynalectric Company San Diego (858)712-4700 Vice !'resident ICAL~TP CallrorniaAdYl!nc!ld Ughting Controls 'D'ali11!19' PrDgnlm This is page 5 of 5 I I !CERTIFICATE OF INSTALLATION l~'RCI-LTI-05-E /Po\ver :Adjus!menl Factor. Project Name: Torus Buildin 2280 Renoyarion forcement AgencytCITY OF CARLSBAD IPennitNwnber: CBI620S4 ProjectAddms:2280 Fa,aday Ave ity: Carlsbad JZip Code: 92008 ·0-WER ADJUSTMENT FACTORS CERTIFICATE Of INSTALLATION NRCI .... LTI_0S_E Ionis Building 2280 Renovation San Diego General Information Building Type: J;1,' Nonresldentfal r Hotel/Motel (Common Area) Phase -Of Construction: r New Construction r Unconditioned Scope of Responsibility ('.; Hlgh-Rfse Res (Common Area) r Addition r;l' Alteration Enter the date of approval by enforcement agency of the Certificate of Compliance that provides the specifications for the energy efficiency· measure~ for the scope of responsibility for this Installation Certificate. I Date: 9/9/2016 12:00;00 AM . • §130.4(b) -Before a Power Adjustment Factor will be allowed for compliance with Section 140.6 of Part 6 of Title 24, the person who is eligible under Division 3 of the Business and Professions Code to accept responsibility for the construction or Installation of features, materials, components, or manufactured devices shall sign and submit this Installation Certificate. §140.6(a) 2 -Reduction of wattage through controls. In calculating actual indoor Lighting Power Density, the installed watts of a lumlnalre providing general lighting In an area listed in TABLE 140.6~A may be reduced by the product of (I) the number of watts controlled as described in TABLE 140.6-Ai times {ii)-the applicable Power Adjustment Fac;tor (PAF), if all of the conditions [in this Certificate of Installation are met]: If any of the requirements ln this Installation Certificate fall, the installation shall not be eligible For using the PAF. Check all that apply PART 1.certificate Of Compliance Correctly Filled Out w.; In addition to this Certificate of Installation, the PAF has been correctly document on page 2 of NRCC-L TI-02-E of the Certificate of Compliance submitted to the building department. PART 2 Type of PAF w.: A. This installation qualifies for the following PAFs: ~ 1. This Installation qualifies for the PAF for a Partial-ON Occupant Sensing Control in TABLE 140.6-A because it meets all of the following requirements: ,;; a. The Partial-ON Occupant Sensing Control is use in only the following space types: • ~ i. An area = 250 square feet enclosed by floor-to-ceiling partitions p ii. A classroom of any size --~ . ICAL~TPC::== I ~-_. -.....;,__._....-" ' ---------"'-'"-"---' -----------------' ' _________ ,_______,, This is page 1 of 6 !CERTIFICATE OFINST:AUATION l~'llCI-LTI-05-E /Power AdjustmeritFactoB · !Project Name: Ionis BuildinE 2280 Reno\'lli011 l!Eruorcemont Agency: CITY OF CARLSBA[! IIPermitNumber: CB162084 I IProjectAddfess:2280Faraday Ave IICity: Carkbad 11:GIO Code: 92008 I .. ... r, ill. A conference room of any size -------· ------.. --~ ----... • r iv. A waiting room of any size ~ b. The PAF used is 0.20 it c. Th!:! control automatically deactivates all of the lighting power in the area within 30 minutes after the room has been vacated; and 17. d. The first stage aut~matlcally activates between-30-70 p~rcent of the lighting power In the area P" e. The lighting control Ts a: r:: i. Switching system, or ~ ii. Dimming-system; and w. f. The second stage manually activates the alternate set of lights; and ~ g. This manual-ON function rs not capable of conversion from manual-ON to automatic-ON functlonal!ty via manual switches or dlp switches; and ~-l h. Switches are located in accordance with Section 130.l(a) P" i. Occupants can manually do all of the foflowlng regarc;lless of the sensor status: P-' Activate the alternate set of lights; and ~ Activate too percent of the lighting power; and •• . r:7 Deactivate all of the lights. r.! 2. This Installation qualffles for the PAF for an occupant sensing control controlling the general lighting In large open plan office areas above workstations, in accordance with TABLE 140.6-A, because the following requirements have been met: . I'! a. The occupant sensing controls are in large open plan offices that are greater than 250 square feet and: ,, p I. One sensor is controlllng an arl:!a that Is no larger than 125 square feet, and the PAF used in 0.40 rr · it. One sensor Is controlling an area thc1t is from 126 to 250 square feet, and the PAF used In 0,30 f-;' Iii. One sensor is controlling an area·that is from 251 to 500 square feet, and the PAF used in 0.20 r::r b, This PAF is only being applied only to office areas which contain workstations; and r:r c. Controlled lumlnalres are only those which provide general lighting directly above the controlled area, or furniture mounted luminalres that comply with Section 140.6(a)2 and provide general lighting directly above the controlled area; and r:r d. Qualifying luminaires have been controlled by occupant sensing controls that meet all of the following requirements, as applicable: r:r i. Infra-red sensors have been equipped by the manufacturer, or fitted in the field by the installer, with l~nses or shrouds to prevent them from being triggered by movement outside of the con~rolled area. n ll. Ultrasonic sensors have been tuned to reduce their sensitivity to prevent them from being triggered by movements outside of the controlled area . • r:r iii. All other sensors have been installed and adjusted as necessary to prevent them from being triggered by movements outside of the controlled area. ~-·---~-~----------~----I ----. . -.. . · . . . . ~· .. ·-. Clliforn.llMVIIICII! Ughtlng CAl~'fp..,.,.,_,_. This is page 2 of 6 !CERTIFICATE OF INSTALLATION !~'RCI-LTI-05-E /Power Adju,tment Factors IP,aject Name: Ionis Building 22S0 Reno\'arion IIEnforcement Agency: CITY OF CARLSBAD. ljPennitNumber: CB1620S4 I IP,oject Addiess; 22S0 Faiaday A,·e !!City: Catl•bad ljZip Code; 92008 I I r 3; This Installation qualifies for the PAF for a Manual Dimming System or a Multlscene Programmable Dimming System • In TABLE 140.6-A because: r a. The lighting ls contn,1lled with a control that can be manually operated by the user; and .. r b. The space Is only of the following type: r: r. Hotel/m(?tel r, ii. Restaurant r iii. Auditorium r:r iv.. Theater r. C. The type of control and PAF used is one of the following: r, i. A. Dimming System with manual dimming and the PAF used is 0.10 r 11. A Multlscene Programmable control and the PAF used Is 0.20 .. fC' 4. This installatlon qualifies for the PAF for a Demand Responsive Control In TABLE 140.6-A, because the Installation meets all of the following requirements: p i. The bUlldlng ls l.0,000 square feet or smaller; and p ii. The PAF used is 0.05. Note that luminaires that qualify for other PAFs may also qualify for this demand responsive control PAF. r. iii. The controlled lighting Is capaple of being automatlcally reduced in response to a demand response signal; • and r! Iv. Lighting has been reduced In a manner consistent with uniform level of illumination requirements in TABLE 130.1-A; and r, v. Spac;es that are non-habitable have not been used to comply with this requirement, and I"! vi. Spaces with a lighting power density of less than 0.5 watts per square foot have not been counted toward the bullding's total lighting power, ~ 5. This installation qualifies for the PAF for Combined Manual Dimming plus Partial-ON Occupant Sensing Control in TABLE 140.6-A because the Installation meets all of the following requirements: r::r a. The Combined Control is use In only the following space types: p i. An area = iSO square feet enclosed by floor-to-ceiling partitions p ii. A classroom of any size r.r Iii. A conference room of any size p iv. A waiting room of any size µ b. The lighting is .controlled with a control that can be manually operated by the user; and r:r c. The dimming component is one of the following: p i. A Dimming System with manual dimming; or • tr ii. A Multiscene Programmable control f:! d. The Partial-ON Occupant Sensing component automatically deactivates all of the lighting power in the area within 30 minutes after the room has been vacated; and --· ---__ , ~-~------~-~---·-·------------------· -------------------• ----¥ --------.... This is page 3 of 6 !CERTIFICATE OFINSTALLATION . l~'R.CI-LTI-OS-E !Power Adjus1mentFacton !Project Name: Ioais. Buildfug 2280 Reno,,.tion IIEnf'orcement Agency: CITY OF CARLSBAD IIPemiitNumber: CBI<i20S4 I IPtojectAddms: 2280 Faraday Ave IICity:.Corlsbad IIZipCode:9200S I . ' '" .. --.. .. . . --,~. . -·--... .. .. . • r: i. The first stage automatically activates between 30-70 percent of the lighting power in the area . . r Ii. The llghtlng control Is a: -r Switching system, or r Dimming syst~m; and r Iii. The second stage manually activates the alternate set of liglits; and p iv. This manual·ON function Is not capable of conversion from manual-ON to automatic-ON functionality via manual switches or dip switches; and r v. Switches are located In accordcince with Section 130.l(a) r:r vi. Occupants can manually do all of the following regardless of the sensor status: r:r Activate the alternate set of lights; and r:" Activate 100 percent of the lighting power and p Deactivate all of the lights. r. e. The PAF used is 0.25 •. PART 3 PAF Minim"m Requirements • R" A. The lighting control used to earn the PAF is designed and Installed in addition to all manual, and automatic fighting controls otherwise required in 130.i(a) through (e) . -rr EXCEPTION. The lrghting contr:ol used to earn a PAF has been designed and installed for the sole purpose of compliance with Section 130.1(b)3, and this lighting control is designed and installed in addition to all other manual, and· automatic lighting controls otherwls-e required in Section 130.1. p,; B. Installed wattage has been de_termined in accordance with Section 130.0(c) · p,; C. Space types that qualify for the PAF comply with the definition for that space type in Section 100.l(b) .. ra-D. Self contained lighting controls used to earn the PAF cc;,mply with Section 110.9 and are certified In accordance with the Appliance Efficiency Regulations, as verified on the Title 20 database of certified lighting controls P.' E. A fighting control system is used to.earn the PAF, which complies with Section 110.9. r; When using a lighting control system to earn a PAF, also submit the Installation Certificate for Energy Management Control System and Lighting Control System ~ F. The controls are permanently installed nonresidential-rated lighting controls. (Portable lighting, portable lighting controls, and residential rated lighting controls shall not qualify for PAFs.) WC . G. The controlled lighting used to earn this PAF is a permanently installed general lighting system. µ Furniture mounted lum!nalres qualify as general lighting system for the purpose of earning this PAF because the general lighting is in an office, and the furniture mounted luminalres comply wlth all of the following conditions: I. The furniture mounted luminalres have been permanently Installed no later than the time of buifd!ng permit inspection; and ii. The furniture mounted lumlnaires have been permanently hardwired; and • iii. The furniture mounted lighting system has been designed to provide indirect general lighting; and Iv. Before multiplying the installed watts of the furniture mounted luminaire by the applicable PAF, 0.3 watts per square foot of the. area illuminated by the furniture mounted lumlnaires has been subtracted from installed watts of the furniture mounted luminaires; and . ~--. ,_p_, __ . .. .. This is page 4 of 6 ICERTll'ICATE OF INSTALLATION l~'RCI-LTI-05-E /Power Adjustment Factors !Project Nome: Ionis Building 2280 Reno\'affori 11Enlorcem"1t Agency: CITY OF CARLSBAD lll'ennitNumber: CBI62084 I !Project:Addless: 2280 Faraday Ave IICity: Cadsbad IIZi1> Code: 92008 I • r H. At least 50 percent of the light output of the controlled luminaire is within the applicable area listed in TABLE 140.6-A, J..umlnaires on lighting tracks are within the applicable area in order to qualify for a PAF. p, I. Only one PAF from TABLE 140.6·A has been used for each qualifying lumlnalre. PAFs have not been added together . unless specifically allowed In TABLE 140.6-A. R' J. Only lighting wattage directly controlfed in accordance with Section 140.6(a)2 has been used to reduce the ' calculated actual Indoor Lighting Power Densities as allowed by Section 140.6(a}2. r Only a portion of the wattage in a luminafre is controlled In accordance Section 140.6(a)2, and only that portion of controlled wattage has beeh reduced in calculating actual lndoor Lighting Power Density. ·----. ' ------··----------- • • I This is page 5 of 6 !CERTIFICATE OF INSTALLATION i~'RCI-LTI-05-E !Power Adju'1ment Factors oject Nome: Iani• Buildin 2280 Rena,-.6011 !CITY OF CARLSBAD ajectAddrus: 22S0 Faraday A,·e Code:92008 • • • DOCUMENTATION AUTHOR'S DECLARATION STATEMENT C certrfy that this-Certificate of Acceptance document is accurate and complete. Documentation Author M k T bb t Name ar a er Address Zip code CEA/ ATT Certification Identification (if applfcable) Date of Signature: 9505 Chesape~ke Dr 92123 TC·A813085 04/26/2017 Company Name Clty Phone Author Signature RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the foilowli1g under penalty of perjury, under the laws of the State of California: Oynalectric Company San Diego {858)712-4700 1. r am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under~Dlvislon 3 of the Business and Professions Co(je in the applicable classification to accept responsibility for the system design, construction or installation·offeatures, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement {responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the con.struction or installation identified on this Certificate of Acceptance complies with the acceptance requirements Indicated In the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. t ha\/e confirmed that the certlflcate(s) of rnstallatlon for the constructlot;i or Installation identified on this Certificate of Acceptance bas been completed and ls posted or made available with the building permlt(s) Issued for the building, s. r wlll ensure that a completed, signed copy of this Certificate of Acceptance st,all ·be posted, or made avail;,ble with the building permlt(s} Issued for the building, and made available to the enforcement agency for all applicable lnspectiol)s, ! understand that a signed copy of this Certificate of Acceptance is requl.red t9 be included with the documentation the builder provides to the baffdlna owner at occupancy. Responsible Acceptance b I Company Name Person Name Bo Rle Address: 9505 Chesapeake Dr Zip Code 92123 CSLB License 749757 Responsible Accepta'nce Person Signature Date of Signature: 04/26/2017 City Phone Position with Company· (Title) Oynalectrlc Company San Diego (858)712-4700 Vice President lcAl~TP Clllfomlal!dvinced Lighting 'Comn>IS T_tallil~ ~ l This is page 6 of 6 !CERTIFICATE OF ACCEPTANCE l~RCA-LTI-02-A ighling Con!rol !ProjectNNne: fonis Buildlng 22&0 Ralo\'aiion !@iforcement Agency: CITY OF CARLSBAD !!Permit Number: CB162084 !Project Addiess: 22S0 Faraday Ave !!City: Carkbad !IZip Code: 92008 .IGHTING CONTROL ACCEPTANCE DOCUMENT • • Automatic Shut-off Controls: Automatic Time Switch Control and Occupant Sensor Intent: Lights are turned off or set to a lower level When not needed per Section 110,9(a) & 130.l(c). A. Construction Inspection Fill out Section A to cover spaces 1 through 3 that are functionally tested under Section B. Instruments needed to perform tests Include, but are not limited to: hand-held amperage meter, power meter, or light meter 1: Automatic Time Switd1 Controls Construction Inspection-confirm for all listed in Secti!>n·B a. All automatic time switch controls are programmed for (check all); F Weekdays P Weekend r Holidays b. Document for the owner automatic time switch programming (check all): r.::;· Weekday settings r: Weekend settings r7 Holidays settings r:T Set-up settings r, Preference program setting r Verify the correct time and date is properly set In the time switch r: Verify the battery rs Installed and energized r Override time limit is no m~re than 2 hours R' Occupant Sensors and Automatic Time Switch Controls have been certified to the Energy Commission In accordance wlth the applicable provision in Section 110.9 of the Standards, and model numbers for all such controls are listed on the Commission database as Certified Appliance and Control Devices 2. Occupancy SensQr Construction Inspection-confirm for all listed in Section B ~ Occupancy sensors are not located within four feet of any HVAC diffuser r-i' Ultrasonic occupancy sensors do not emit audible sound s feet from ·source I This is page 1 of 19 iCERTIFICATE OF ACCEPTANCE ljNicA-LTI-02-A )Lighting <;oatrol !Project Nome: losli$ Building 2280 Reno,'alion ilEnlorcement Agency:CITY OF CARtsBAD IIPennitNumber. CB1620S4 ~rojectAddms: 22S0 Faraday Ave l!City: Carlsbad -IIZip Colle: 9200S -. B. Functional Testing of Lighting Controls • For every space ln the building, conduct functional tests 1 through S below If applicable. If there are several geometrically similar spaces • • that use the same lighting controls, test only one space and list in the cells below which "untested spaces" are represented by that tested space. EXCEPTION: For buildings with up.to seven (7) occupancy sensors, all occupancy sensors shall be tested. (NA?.6.2.3) Representative Spaces Selected Tested/space/room name: Space Type (office, corridor, etc) j_untested areas/rooms 1. Automatic Time Switch Controls · Step 1: Simulate ocqipled condition Open Office 100 Open Office a. All ilghts can be turned on and o_ff by their respective area control switch b. Verify the switch only operates lighting In the ceiling-height pa1titioned area in which the switch Is located. Step 2: Simulate unoccupied condition ·a. All llghtlng, including emergency and egress· lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. b. Manual override switch allows only the lights in the selected celling height partitioned space where the override switch is located and remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). Step 3: System returned to Initial operating conditions 2. Occupancy Sensors Step 1: Simulate an unoccupied condition a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(b) b. The occupant·sensor does not trigger a false 'on' from movement In an area adjacent to the controlled space or from HVAC operation Step 2: Simulate unoccupied condition a. Status Indicator or annundator operates correctly b. Lights controlled by occupancy sensors tum on Immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on manually Step 3: System returned to initial operating conditions .. -. f¢.AL®TP:=:': I This is page 2 of 19 I I I !CERTIFICATE OF ACCEPTANCE !Lighting Control IProjec~ Nam~: foai• Buiklin..: 2280 llalo,-.lion l!Eul'orcement Ateney~ CITY OF CARLSBAD . !Project Address: 2280 Faraday A"• !!City: Carlsbad 3. Partial Off Occupancy Sensor • Step 1: Simulate an unoccupied condition • • a. Lights go to partial .off state within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The occupant sensor does not trigger a false 'on' from movernent In an_ area adjacent to the controlled space or from-HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. c. In the partial off state; lighting shall consume no more than 50% of installed lighting power,, or: No more than 60% of installed lighting power for metal hal!de or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stair.wells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulatean occupied condition I The occupant sensing controls shall turn lights fully ON in each separately controlled areas, Immediately upon an occupied condition 4. Partial On Oc::cupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation . a. Immediately upon an occupied con~litlon, the first stage activates between 30 to 70% of the lighting automatically. b. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. · · Step 2. Simulate 1:1n unoccupied condition a. Both stages (automatic on and manual on) lights turn off within a maximum of 30 tnin(Jtes from start of an unoccupied condition per :>tandard Sec;tion 110.9(a) b. The occupant sensor does not trigger a false 'on' from movement In an area adjacent to the controlled space or from HVAC operation I jjNRCA-LTI-02-A IIPennitNwnber: CBl620S4 IIZip Code: 9200S r r:r This is page 3 of 19 !CERTIFICATE OF ACCEPTANCE i!NRCA-LTI-02-A ProjoctN11111e:JonisBuilding 2280 Reno\-.tion l~fflt Aftll6r,CrrY OF CARLSBAD l!PennitNumber: CBI620S4 ~ject Addms: 22S0 Faraday A,-e IICJty: Cart.bad IIZso code: 92008 5. Additionai teJt for Occupancy Sensors Serving Small Zones in Office Spaces Larger than • 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) • • ·step O: First, complete Functional Test 2 (above ) for each controlled zc;me Step 1: Verify area served and compare actual PAF with claimed PAF, Refer to.Functional Test 2. a. Area served by controlled lighting (square feet) b. Enter PAF corresponding to controlled area from line (a} above ( <125sf for PAF=<OA, 126-250sf for PAF=0.3, 251-500sf for PAF=0.2). c. Enter PAF claimed for occupant sensor control In this space from the Certificate of Complfance d. The PAF corresponding to the controlled area (line p}, is less than or equal to the PAF claimed in the compliance documentation. (line c) e. Sensors shall not trigger in response to movement in adjacent walkways or workspaces f. All steps are conducted in Functional Test 2 'Occupancy Sensor (On Off Control)' and all answers are Yes (Y) r I I This is page 4 of 19 I I I !CERTIFICATE OFACCEPTANCE Lighting Conln>I !Project Nome: lonlsBuilding 2280 Raio\'atiou !jE,,ro,cement Agency: CITY OF CARLSBAD !Project Addie.S: 22S0 Faraday Ave !jeity: Corlsbad _ /_ C. Testing Results ·-. ' • • 1. Automatic Time Switch Controls (alf answers must be-Y). 2. Occupancy Sensor (On Off Control) (all answers must be Y). 3. Partial Off Occupancy Sensor (all answers must be Y). For warehouses, llbrary book stacks., corridors, stairwetls in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. 4. Partial On Occupant Sensor for PAF (all answers must be Y). 5. Occupant Sensor serving small zones for PAF (all answers must be Y). Also must pass,Test 2 Representative Spaces Selected Tested/space/room name: Space Type (office, corridor, etc) I Unteste~ areas/rooms 1. Automatic Time _Switch Controls Step 1: Simulate occupied condition Office 102 Private Office 103, 104, 105 a. All' lights can be turned on and off by their respective area control switch b. verify the switch only operates lighting In the celling-height partitioned area In which the switch is located. Step 2: Simulate unoccupied condition a. All lighting, Including emergency and, egress lighting, turns off, Exempt lighting may remain on-per Section 130.l(c)l and 130.l(a)l. b. Manual override switch allows only the lights in the selected celling height partitioned space where the override switch ls 101,:ated and remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). Step 3: System returned to lnltlal operating conditions 2. Occupancy Sensors Step 1: Simulate an unoccupied condition a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(b) b. The occupant sen~_or does not trigger a false '0111 from movement in an area I ijNRCA-LTI-02-A UPennitNDU1ber! CBl620S4 UZip Code: 920QS r p -----------------~--~---------------·~~_,,,_ ______ ,.. This is page 5 of 19 j~RTIFICATE OF ACCEYI'ANCE Lighting Confrof !Project Name: foais Building 2281} .Rmo,-arioa l~nforeem1111t Ag1111cy: CITY OF_.CARLSBAD ~fojectAddre.,,;22S0Faraday A~~ IICity: Cart.bad I adjacent to the controiled space or from HVAC operation • Step 2: Simulate un~ccupied fondition • • a. Status indicator or annunciator operates correctly b. Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicgtes space is 'occupied' and lights may be turned on manually Step 3: System returned, to initial operating conditions. 3. Partial Off Occupancy Sensor Step 1: Simulatean unoccupied-condition a. Lights go to partial off state within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The ocoupant sensor does not trigger a false 'on' from movement In an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. , c. In the partial, off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high_ pressure sodium lighting In warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Si1nulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled areas, I,mmedlately upon an occupied condition. 4. Partial On Occupancy Sensors Step 1. -Simulate an !JCCUpied condition. Verify partial on operation. a. Immediately upon an occupied condition, the first stage activates between 30 to 70% of the lighting automatically. b. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. Step 2. Simulate an unoccupied condition a. Both stages (automatic on and manual on) lights turn off within a maximum of 30 minutes from start of an unoq:upled condition per Standard Section 110.9(a) b. The occupant sensor does not trigger a false 'on' from movement in an area J~RCA-LTI-02-A l~emiitNumber: CBJ620S4 l!Zip Code: 9200S r r: l"i ;::.:::;::=;::=::.:::==a=dJ:;::.a.::c=e=nt=-:.c.:~~::..c t=h=e:::c:;:o:;::n=t=ro:::11.::e::d;:s:::p=a==-e=--=o-::.:r -=fr::_o=m=H=V=A=C==o=p=e=ra=t==lo=n:;:::::,===::;-----··-·--·--··----·-· ____ _ lcAL®TP ==-= ] This is page 6 of 19 !CERTIFICATE OF ACCEPTANCE . jjNRCA-LTI-02-A Lighting Coll11:<>I !Project Name: forus Building 2280 ~fSIO\-.iion nfoicemeutAgeucr.CIT.YOFCARI.SBAD itNwnber: CBl620S4 !fyoject.Addu!,.: 22S0Faraday Ave ey: Cirlstiad • • I This is page 7 of 19 jCERTJFlCATE OF ACCEPTANCE jjNRCA-LTI-02-A Lighting Control ~oject Name: Ionb BuiWin~ 2280 Reno\'afion IIEnf=ffliesit A&fflcf.'ClTY OF CARLSBAD JIJ>emiitZ,.:11111ber. CB162084 Wtoject Addms: 2280 Faraday Ave IICitv: Cad.bad i=Colle.:9200& ... , . --~ 5. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than • 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) • • Step O: First, complete Functional Test 2 (above ) for each controlled zone Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. a. Area served by controlled lighting (sqt,iare feet) b. Enter PAF corresponding to controlled area from line (a) above ( <12Ssf for PAF=0.4~ 126-250sf for PAF=0.3, 251-S00sf for PAF=0.2). I ·c. Enter PAF claimed for occupan~ sensor control In this space from the Certificate of Compliance d. The PAF corresponding to the controlled area (line b), is less than or equal to the · PAF claimed in the c9mpliance documentation (line c) e. Sensors shall not trigger in response to movement in adjacent walkways or workspaces · f. All steps are conducted in Functional Test 2 'Occupancy Sensor (On Off Control)' and all answers are Yes ·(Y) I r,-, •·- This is page 8 of 19 !CERTIFICATE OF ACCEPTANCE Lighting Control ~roject Nome: Torus Building 2280 Reno,'liion !@ntor«men\ Agency: CITY OF CARLSBAD !I'rojectAd<nss:22S0Faraday Ave· · ljcey: Carlsbad · • 1 C. Testing Results • • •• • • 1. Automatic Time Switch Controls (all answers must be Y)~ 2. Occ:upancy Sensor (On Off Control) (all answers must be Y). 3 .. Partial Off Occupancy Sensor {all answers must be Y). For warehouses, -library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test l or Test 2. 4. Partial On Occupant Sensor for PAF (all answers must be Y) • . , 5. Occupant Sensor serving small zones for PAF (all answers must be Y). Also must . . pass Test 2 Representative Spaces Selected Tested/space/room name: Spate Type (office, corridor, etc) I Untested areas/rooms 1. Automatic time Switch Controls Step 1: Simulate occupied condition Wet/Analytical Lab 172-175 Lab a. All lights can be turned oo and off by their respectrve area control switch b. Verify the switch only operates lighting In the celling-height partitlonecl area in which the switch is located. Step 2: Simulate unoccupied condition a. All lighting, including emergency and egress lighting, turns off. Exempt lightlng may remain on per Section 130.i{c)i and 130.l(a)L b. Manual override switch allows only the lights in-the selected ceiling hejght partitioned space where the override switch is located and remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). Step 3: System returned to lnltral operating conditions 2. Occupancy Sensors Step 1: Simulate an unoccupied condition a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(b) b. The occupant sensor does not trigger a false 'on' from movement in an area l HPennitNumber: CBI620S4 HZiP Code: 92008 r r r-r 1-1 r::r ·------·--·----·--------------·---------· __ e ___ ------ This is page 9 of 19 jCERTIFICATE OF ACCEPTANCE Lighting Cooti:ol , Projec:t Name: Iorus Building 2280 Ronovali'on 111"11orCem~t Agency, CITY OF CARLSBAD ProjectAddrtss:22S0Faraday Ave IICitv: Carlsbad 1 · · adjacent to the controlled ·space cir from HVAC ope.ration • Step 2: Simulate unoccupied condition • • a. Status indicator or annunciator operates correctly b. Lights controHed by occup,mcy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on manually Step 3: System returned to inltial operating conditions 3. Partial Off Occupancy Sensor $tep 1: Simulate.an unoccupied condition a. Lights go to partial off state within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The occupant sensor does not tr!gger a false 'on' from movement In an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack . c. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of Installed llghtlng power for metal halide-or high pressure sodium lighting In warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2:.Simulate an occupied condition The occupant sensing controls shall tufn lights fully ON in each separately controlled areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. a. Immediately upon an occupied condition, the first stage activates between 30 to 70% of the lighting automatlcal!y. · b. After the first stage occurs, manual switches a((ow an occupant to activate the alternate set of lights, activate 100% of the lighting power, anp manually deactivate all of the lights. Step 2. Simulate an unoccupied condition a. Both stages (automatic on and manual on) lights turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The occupant sensor does nottrigger a false 'on' from movement ·in an area . !!NRCA-LTI-02-A lll'ennitNwnber: CB1620S4 IIZip Code: 92008 , , .. r ~ ,., p ____ ___ adjacent to the controlled space or_from HVAC operation______ _ ______________ --· ··-·----·-__ -·-·-------· _____ _ I This is page 10 of 19 !CERTIFICATE OF ACCEPTANCE jiNR.CA-LTI-02-A _2280 Reno,-..rion esrt A!fllCY: CITY 9F C::ARLSBAD PemtltNwnber. CBI62084 ZipCode:"92008 ... • • I This is page 11 of 19 !CERTIFICATE OF ACCEPTANCE jiNR,CA-LTI-02-A ighting eomro1 Project Name: Ioni• Building 2280 Reno\'•tion . l!Enforcemeni A1ency: CITY OF CARLSBAD l!J>ennit Nwnl>et: CBJ620S4 ProjoctAddreSll: 22S0"Faraday Ave ]~ Carllbad · 11:doCode: 9200S S. Additional test fc:>r_ Occupancy Sensors Serving Small Zones in Office Spaces Larger than • 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) • • Step O: First, complete Functional Test 2 (above } for each controlled zone Step 1: VerifV area served and compare actual PAF with claimed PAF, Refer to Functional Test 2. a. Area _served by controlled fighting (square feet} ., b. Enter PAF corresponding to controlled area from llne (a) above ( < 125sf for PAF=0.4, 12(;i-250sf for· PAF=0.3, 251-S00sf for PAF=0 .2). c. Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance d. The PAF corresponding to the controlled area (line b), Is less than or equal to the PAF claimed in the compliance documentation (line c) e. Sensors shall not trigger in response to movement in adjacent walkways or worksp<:1ces f. All steps are conducted in Functional Test 2 'Occupancy Sensor (On Off Control)' and all qnswers are Yes (Y} I This is page 12 of 19 I I l!llt Agency; c,rY OF CARLSBAD .. · IC. Testing Results •. ' . • • 1. Automatic Time Switch Controls (all answers must be Y). 2. Occupancy Sensor (On Off Control) (all answers-must be Y). 3. Partial Off Occupancy Sensor (ail answers must be Y}. For warehouses, llbrary book stacks, corrido'rs, stairwells in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. · 4. Partial On Occupant Sensor for PAF (all answers must be Y). 5. Occupant Sensoi: serving small zones for PAF (all answers must be Y). Also must pass Test l. Representative Spaces Selected Tested/space/room name: Space Type (office, corridor, etc) I Untested areas/rooms 1. Automatic Time Switch Controls Step 1: Simulate occupied condition POC Lab 165 Lab a. All lights can be turned on and off by their respective area confrol switch b. verify the switch only operates lighting In the celling-height partitioned area In which the swltGh is located. Step 2: Simulate unoccupied condition a. All lighting, Including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.i(a)L b. Manual override switch allows only the lights in the selected ceiling height partitioned space where the override switch is located and remain on no longer than 2 hours (unless serving publ!c a·reas and override switch is captive key type). Step 3: System returned to Initial operating condltlons 2. Occupancy Sensors Step 1: Simulate an unoccupied condition a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110·.9(b} b. the occupant sensor does hot trigger a false 'on' from movement in an area __ _.__ __ I . . . .. . . . . . . . . . . . . . cAL~rp.c:,r::=:=fg -: --" -. ' . l ijNRCA-LTI-02-A r r:: p This is page 13 of 19 !CERTIFICATE OF ACCEPI'ANCE !Lighting Comrol Proje<:t NNI1e: Ionis Building 2280 Reno,-arion llt:nlOrCement Ar:encv: CITY OF CARLSBAD ProjectAddte-..: 22S0 Faraday Ave IICity: Cadsbad I . adjacent to the controlled space or from HVAC operation • Step 2: Simulate-unoccupied condition • • a. Status indicator or annunciator operates correctly b. Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on manually Step 3: System returned to initial operating conditions 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition a. Lights go to partial off state within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) b, The occupant sensor does not trigger a false 'on' from movement In an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting In the aisle or stack . c. In the partial off state, lighting shall consume no more than 50% of installed l!ghting pow(;!r, or: No more. than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed llghtlng power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Ught level may be used as a proxy for lighting power whem measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately contrplled areas, lmmedlately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. a. Immediately upon ah. occupied condition, the first stage activates between 30 to 70% of the lighting automatically. b. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the llghting power, and manually deactivate all of the lights. Step 2, Sinmlate an unoccupied-condition a, Both stages (automatic on and manual on) lights turn off Within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The occupant sensor does not trigger a false 'on' from movement in an area jlijRCA-LTI-02-A i@em:iltNumber: CB1620S4 i!Zip Code.: 9200S adjacent to the .controlled space or from HVAC operation -;:=========:;~::::.:;::::;:::=::::::::;:::::.:--·:::::::::=;::==::::::;::==:.::.::;::-=.::==;-·---·---------------. -· -----...... ---·-...... I IVS F r:r JCALe,TP==-= · 1 This is page 14 of 19 I jCERTIFICATE OF ACCEPr.ANCE jiNitCA-LTI-02-A Lighting Centro! Project NN110: loni, Building 2280 Reno,-.tion IIEnforcemenl Agency: CITY OF CARLSBAD lll'emutNwnber: CB1620S4 ProjectAddu!,.:22S0 Faraday Ai:e IIZio Code: 92008 ·•······ .. • • I This is page 15 of 19 !CERTIFICATE OF ACCEYI'ANCE J!NRCA-LTI-02-A Ughling Conb:01 Proj«:t Name; Ionis Building2280 R<no\-.iion ,~ent Agency:' Cl.TY OF-CARLSBAD !IP.ennit Number: CBJ62084 WtojectAddtess:22SOFaradayAve lsbad . IIZipCode:9200S 5. Adclttionc1I test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than • 250 Square Feet,: to Qualify for a Power Adjustment Factor (PAF) · • • Step 0: First, complete Functional Test 2 (above ) for each controlled zone Step 1: Verify area served and coinpare actual PAF with claimed PAF. Refer to Functional Test 2. a. Area served by controlled lighting (square feet) b. Enter PAF corresponding to controlled area from fine (a} above ( <125sf for PAF=0.4, 126-250sf for PAF=0.3, 251-S00sf for PAF=0.2). c. Enter PAF claimed for occupant sensor control In this space from the Certificate of Compliance d, The PAF corresponding to the controlled area (line b}, is less than or equal to the PAF claimed in the compliance documentation (line c) e. Sensors shall not trigger in response to movement in adjacent walkways or workspaces f. All.steps are conducted in Functional Test 2 'Occupancy Sensor (On Off Control)' and all answers are Yes (Y} I r This is page 16 of 19 I !CERTIFICATE OF ACCEPTANCE ljNRCA-LTI-02-A igb!ing C0111rol Project Nome: loais Bulldlni!_22SO Reno\'ation 111:nlore<!ment Agency: CITY OF CARLSBAD i!PfflllitNumber: CB162084 Projel:fAddtess: 2280 Faraday A,·e JJCity: Carlsbad IJZip Code: 92008 I C. Testing Results • ...___,-----___;.,-------------------' • • 1. Automatic Time Switch Controls (all answers must be Y). 2. Occupancy ~ensor (On Off Control) (all answers must-be Y). 3. Partli:11 Off Occupancy Sensor (a!I answers must be Y). For warehouses, library book stacks, corridors, stairwells in nonresfdential buildings must also be accompanied by passlng Test 1 or Test 2. 4. Partial On Occupant Sensor for PAF (all answers must be Y), 5. Occupant Sensor serving small zones for PAF (all answers must be Y). Also must pass Test 2 D. Evaluation : P.-PASS: All applicable Construction Inspection responses are complete and all applicable Equipment Testing Requirements responses are positive (Y -yes) I r r r This is page 17 of 19 I JCERTIFICATE OF ACCEPTANCE IJNRcA-LTI-02-A !Lighting Ccn1n>l !Project Nome: Toms Buildin" 2280 R<IIO\-.lion ll~ement Attene)i: CITY OF CARLSBAD IJPennitN11mber: CBl62084 !Project Address: 22S0 Farulay A\'e IICity: Carlsbad IIZip Code: 92008 •• • DOCUMENTATION AUTHOR'S DECLARATION STATEMENT t certify that this Cortlflcatec of Acceptance documentation is accurate and complete, Documentation Author · · · c.omp.:11w Name Name Mark Tabbert Address 9505 Chesapeake Dr City Zip code Phone CEA/ATT Certification Identification (if applicable) 92123 TC-A813085 Au~hor Signature Date of Signature: 04/26/2017 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the'following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Cettiflcate of Acceptance rs true and correct. - Dynalectric Cornpany San Diego (858)712-4700 z. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3, The construction or installa~ion identified on this Certificate of Acceptance complies with the appllcable. acceptance requirements indicated in the plans and specifications approved by the enforcemtlnt agency, and conforms to the appHcable acceptance. requirements and procedures specified In Reference Nonresidential Appendix NA7. 4. i have confirmed that the Certlflcate(s)· of Installation for the· construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and (ias been posted or made available with the building permlt{s} issued for the building. Field Technician Name Mark Tabbert Company Name Dvnalectric Company Address: Zip Code ATT Certification Identification Field Technician Sjgnature' Date of Signature: 9S05 Chesapeake Dr 92123 TC-AB13085 04/26/2017 - (';ity Phone Position with company (Title) RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury; under the laws of the State of caUfornia: San Diego '{858)712-4700 Foreman i.. lam the Field Techlliclan, or the· Field Technician is acting on my behalf as my employee or my agent and I hal/e reviewed the Information provided on this Certificate of Acceptance, 2, ram eligible under Division 3 1>f the Business and Professions Code In the applicable classification to accept responsibility for the system design, construction or Installation of features, materials, components, or manufactured devices for the scope of work Identified on this Certificate of Acceptance and attest to the declarations ln this statement {responsible acceptance person), 3. The Information provided on this Certificate of Acceptance substantiates that the construction or Installation Identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms l:o the applicable acceptance requirements and ·procedures specified ln Reference Nonresidential Appendix NA7. · 4. I have confirmed that the certiffcate(s) of Installation for the construction or Installation Identified on this Certificate of Acceptance has been completed and is posted or made available with· the building perm)t(s) Issued for the buff ding. 5. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the !,ullding, and made available to the enforcement agency for all appllcablii Inspections. I understand that a signed copy of this Certiflca,te of Acceptance is required to be included with the documentation the builder provldes to the building 01vner at occupancy. Responsible Acceptance 6 b RI I Company Name .Person Name O e Oynalectrlc Company Address: Zip Code CSLB license 9505 Chesapeake Dr 92123 749757 .Responsible Acceptance Person Signature · • Date of Signature: 04/26/2017 Cl_ty Phone Position with company (Title) San Diego (858)712-4700 Vice· President -;:::;::::::;::::::;::==::;::;:::====::;::;..::=::;:::=:;::::;:..==::::::=====::;,·--·----·-----------·-·-, .. -.. -------· __ .. , ----------·-.. lCAL~Tp ==~ · 1 This is page 18 of 19 I !CERTIFICATE OF ACCEPI'ANCE ighliog Con1ro! . Project Nome: r,:,n;, Building 2280 Reno\'ari011 Project Addre .. , 2280 Faraday Ave • • • I ·,cAL~TP . . .. · ·•·. . . c,!1Jornli~.l.lghting. ~IHrainlrig PrOgram. IIEnlorcemont Ag,,ncy, CITY OF CARLSBAD lll'ennitNwnber: CBl620S4 l!City: C•lsbad IJZip Code: 92008 I This is page 19 of 19 jcERTIFICATE OF ACCEPTANCE . i!NRCA-LTI-03-A !Automatic Daylighting Ca!tro! oject Nome: Ioais Buildi 2280 Reno\-atton cy:ctr\' PF CARLSBAD PennitNumber. CB1620S4 tojeetAddress: 2280 Faraday An _ . Code: 92008 • AUTOMATIC DAYLIGHTING CONTROL ACCEPTANCE DOCUMENT Check boxes for all pages of this NRCA-n1~03-A completed and included in ttiis submittal Cl NRCA-LTI-03-A Page Construction Inspection. This pagarequired for all submittals. 1&2 a NRCA-LTl-03-A Page Continuous dimming control functional performance test-watt-meter or amp-meter measurement 3&4 a NRCA-LTi-03-A page Stepped Switching/Stepped Dimming functional performance test -watt-meter or amp-meter measurement 5&6 a NRCA-LTI-03-A Page Continuous dimming controtfunctlonal performance test-lightmeter power measurement, and default look-up 7&8 table of fraction of rated power versus fraction of rated light output. a NRCA-LTJ-03-A Page Steppe<;I switching/ Stepped Dimming functional performance test-based on light output io&11 11· NA7.6.1.1 Construction Inspection: I 1. Drawing of Daylit Zone(s) must be shown on plans or attached to this form. By checking this box, technician certifies that plans have been attached to this Webform ~ . Document l'Sam!! and Page #'s El001 • Add Control systems below if sampling method is used In accordance with NA7,6,1,2. if ad.ding, attach a page with names of other controls in sample (only for buildings with > S daylight control systems, sample group glazing same orientation) Wet Lab 175 Wet Lab 17S 2. System information Zone TYpe: Skyiit (Sky), P-rirnary Sidelit (PS), or Secondary Sldellt (SS) I PS I control Type: Continuous Dimming with more than 10 light levels (C), Stepped Dimming {SD), Switching {SW) I C I - Design FQotcandles: {enter number or leave blank): I I 3. sensors and Controls Control Loop Type.: Open Loop (OL), Closed Loop (CL) I CL I Sensor Location: outsfde (OJ, Inside Skylight {IS), Near Windows facing out {NW), In controlled Zone (CZ) I CZ I Sensor Location ls Appropriate to control Loop Type: (Y/N) lf control loop type Is Open loop (OL): Enter yes {Y) If location., I Yes I outside (0), Jnsfde Skylight {15), or Near Windows facing out (NW); otherwise, enter no (NJ. If Control loop type is Closed Loop (CL): Enter yes {YJ if location = In controlled Zone (CZ); otherwise, enter no (N), Control Adjustments are In Appropriate Location (Y/N): Yes, If Readily Accessible or Yes if In Ceiling less than or equal to 11 ft, No I Yes I for all otller. 4. Has documentation been provided bv the Installer: • I I lnstallatlon Manuals and Calibration Instructions Provided to ,Building Owner: (Y/N) Yes Location of Light Sensor on Plahs: (Y /N) I Yes I . I I Location of Light sensor 011 Plans: {Page Number) . E1001 --_,--.. .. J This is page 1 of 5 ltj:RTIFICATE·OF ACCEPTANCE . ijNRCA-LTI-03-A !Automatic Daylighting Control IProjectNNJ1e: Ioms Building 2280 Reoci\'ltion IIEnCorccn011t Agency: .Cl.TY OF CARLSBAD l!l'ermitNumber! CB1620S4 I IProje.ctAddress: 22S0Faraday Ave l1City:C1rhbad IIZin Code: 92008 I -~-_, ' .. ----T --------. ----------, --= ----------------------·------. ---------·-. -------.. ----------.,. -.. ------t· • s. Separate controls of Luminaires in Davlit Zones: Are lumlnaires controlled by automatic daylighting controls only In dayllt zones: (Y/N) I Yes I Separately circuited for daylit zones by windows and daylit zones under skylights: (Y/N) I Yes I ~-Davliahtina control device certificatl.on Daylighting control has been certified in accordance with §110.9: (Y/N) I Yes I construction Inspection PASS/FAIL. If all re.sponses on Construction rnspection pages l & Zare complete and alf Yes/No questions I Pass I have a Yes (Y) response, the tests PASS; If any responses on this page are incomplete. OR there are any no (NJ responses, t)ie tests FAIL Il. PASS/FAIL Evaluation (check one):: G PASS: If all responses on Construction !nspection pages 1 & 2 are complete and all Yes/No questions have a Yes (Y) response, the tests PASS 0 FAIL: Any applicable Construction Inspection response; are incomplete OR there is one or more negative (N no)responses in any applicable Functional Performance Testing Requirements section. System does not pass and Is NQT eligfble for Certificate of Occupancy according to Section 10103(a}38. Fix problem(s) and retest until the system(s) passes all portions of this test before retesting and resubmitting NRCA-LTI-03-A with PASSED test to the enforcement agency. Describe below thec failure mode and corrective _action needed. ·------~ .... -----·· ---~ -· . .. .. ~~----· ~-----•· --~-- • • This is page 2 of 5 !CERTIFICATE OF ACCEPTANCE l!NRCA-LTI-03-A ·IAutomalic Daylighting Control !Project Nome:Ioni• Building 2280 Rtno\'arion IIEnll>rcemeut Agency: CITY_ OF CARLSBAD l~ennitNumber: CBl62084 I 1ProjectAddress:22S0Faraday A,·e !!City: Carlsbad ljZip Code: 9200& I •• 2. NA7.6.1.2.;t Functional Performance Testing -Continuous Dimming Systems: Power estimation using light meter measuremea:-t Complete all tests 011 page 3 & 4 (No Daylight Test, Full Daylight Test, and Partial Daylight Test) and fill out Pass/Fail section on Page 4 • . Wet Lab 175 System Information a. Control Loop Type: Open Loop or Closed Loop? (0 or C) I C I .. b. Indicate if Mandatory control · M (required for skylit zone or primary sidelit zone with installed general lighting power > 120 W); I M I for Control Credit -cc: or Voluntary not for credit -V (M, cc, V) c, If automatic daylfghtlng controls are mandatory, are all general lighting luminalres in dayilt zones controlled by automatic I Yes I daylight controls? (Y/N) d. Documented general lighting deslgn footcandles. If design footcandles not do.cumented leave blank (enter fc) I I I I e. Power estimation method. (see line o) Default ratio of power to light (Dfc), cut-sheet ratio Qf power to light (CSfc) If CSFc -Dfc attach cut-sheet, Enter Dfc or CSfc: - step 1: Identify Reference Location {location where minimum daylight iliuminance is m~asured In zone served by the controlled lighting.) I f. Method Used: lliumrnance or Distance? ([ or D) I I I Override daylight control,system and drive electric lights to highest liaht level for the followina: g. f:llghest light level fc -enter measured controlled electric Jlghting footcandles (fc) I 71 I h, Indicate whether this Is Full output (FO), or Task Tuned (Lumen Maintenance) (TT) I FO I • step 2: No Daylight Test controls enabled & daylight less than· 1 fc at reference location I I i. Method Used: Night time manuarmeasurement (Night), Night Time Illuminance Logging (Log), Cover Fenestration (CF), cover CF Open t.oop Photosensor (CO~P} j. Reference lliuminance (footcandles) as measured at Reference Location (see Step 1), Enter footcandles I 71 I k. Enter Y if either of the following statements are true: If line h = FO; [Reference Illuminance-(line j)J / [Full Output fc (line g}J > I Yes I 70%? or [Reference muminance (line J)] / [design footcandies (line d)l > 80%? (Y/ NJ step 3: Full Davliaht Test conducte,d when davliaht > reference illuminanc:e (line j} I. Daylight illumlnance (light level with electric liohtlng turned off) meas4red at Reference Location (fc) I 130 I m. Daylight illumlnance (line J) greater than Reference Illuminance (line i)? {Y/NJ I Yes I n. Fraction controlled wattage turned off. Enter %. I 0 I o. Fraction of controlled wattage dimmed [l -( line n)l Enter%. I 100 I Fill out·llnes P through s only If fraction of controlled wattage turned off (line n} < 100%. p, Total (daylight+ electric light) fllumlnance measured at the Reference Location (fc) I 134 I q, El~ctrlc lighting illuminance at the Reference Location (fc) [(llne p) -(line I)] I 4 I ,. r, Electric lighting illuminance (fine q) drvrded by Hig_hest Light Level fc (tine g), Enter% I S,6338028169014i9 " s. Dlmmed lumin;iire fraction of rated power. Attach manufacturer's cut-sheet or use default graph of rated power to light output. I ·20 I Label applicable control system (column A, B or CJ on cut-sheet or graph. Enter fractlon of rated power in % • • t. System Power Reduction = [1 -· (lfne-o) # (lines)] I 80 I u. Is System Power Reduction (line t) > 65% when line h = FO, or> 56% when line h = TT (Y/N) I Yes I --. _,_ ., -------·----.-----' ---·----. -----------------. --· --·-----------·----------------------------___ .. __ , ---.. _.. -------· --------~-----.- JCAL®TP=== l This is page 3 of 5 jcER.TIFICATE OF ACCEPTANCE · ,§CA-LTI-03-A · !AutomticDaylightillg Coa!tol !Project Nome: Iom$ Buildin,; 2280 Reno,-.cjon l!Enro.«ment Al!encv: CITY OF CARLSBAD IIPennitNumber: CBl620S4 I IPtojectAddress: 22SO Faraday Ave IJCitv: Carl~ IIZip Code: 92008 I • v, With uncontrolled Hghts also on, no lamps dimmed outsid'e of daylit zone by control (Y/N) I Yes I I w. Dimm'ed lamps have stable output, no perceptible flicker {Y/NJ I Yes Step 4: Partial Daylight Test conducted when daylight between 600/o and 950/o of (line il x. Daylight ilfuminance (light level without electric light) measured at Reference Location (fc) 67 I y. Daylight !Uuminance divided by the Reference [!luminance ~ (line x )/ (line j). Enter%, 94.366197183098i9 z. Is Ratio of Dayllght illuminance to Ref. llluminance (line y) between 60% and 95%? (Y/N) Yes I aa. Total {daylfght + electric light) llluminance measured at the Reference Location (fc) 85 I bb. Total lllumlnance divided hy the Reference llluminance ~ (fine aa }/ (line j), Enter% 119.71830985915)9" cc. Is Total illuminance dMded by the Reference illuminance (line bb) between 100% and 150%? (Y/N) I Yes I 3, PASS/FAIL Evaluation (check one): r.; PASS: All applicable Construction Inspection responses are complete .and all applicable Functional Performance Testing Requirements responses are positive (Y • yes) C FAIL: Any applicable Construction Inspection responses are Incomplete Oft there is one or more negative (N no)responses in any applicable Functional Performance Testing Requirements section. System does not pass and is NOT eligible for Ce{tlficate of Occupancy according to Section l0103(a}3B, Fix problem(s) and retest until the system(s} passes alt portions of this test before retesting and resubmittlrtg NRCA·LTl-03-A with PASSED test to the enforcement agency, Describe below the failure mode and corrective action needed .. ..... -·' ____ ., __ ..... --... ···-·--------·-···--------------··· ··-··· --·· ----------·· ··-------------------·--·--.. -------'" ---.. • • This is page 4 of 5 jCERTJFICATE OF ACCEPTANCE jjNRcA-LTI-03-A • entAge,cy: CITY 9F CARLSBAD it Number: CBI62084 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate cfAcc:eptance-document2~0n k accurate and complete-• Occumenbtlon Author N:.me Dyn.:ilcctt'IC:. Com~ny ,sos Chesapeakl:! Or City San Diego Zip Code 92~l Phone (858)712-4700 cr!.A/A"tT C:~rtffh::.atlon Idlilntification (if applicable) TC•A8l30SS Date-of Signature: 04/26/20V- FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty cf perjury, under the-laws m the State-of' Callfomla1 1. Tho {ttforrn.-Uon prcvided on thr~ Certific:.1bt of Ai:copbni:--. l,p: truq ~nd corntc:I;. 2. I am the person 1l'ho performed the acceptanre velificatit1r\ report4!:d on this CertiA:cateof At:ceptanc:e-(Field Technician}. 3. Tht: construction er inst:al~tion identified on thi.$ Certifleate of Acceptance compliu with the apJ)fiable-acceptance requfrement:s indicated In the-ptan"s and specifkaticns 3pproved by t~e enforceme-nt agency, .and conforms-to the applic.able. acceptance: requirements and procedures specified in R~ference: Nonresidential Appendix MA7. 4. I have; confirmed that the Certfficate(s} oflnstallaboo for-the construdJon or insta!Jatlon identified on thi!i Certificate of Acceptance-has been completed .and slgni:d by the responsible-bullder/iristal!er.and has been po,led or made av>llabf• with tho. buildfn~ P<>rmit{•J 1 .. uod for lh1> bYlfdlng, Reid Te-chnlc:lan-Name Zip Coc!e ATT Ceri:ification Identification Fl•l<;I To<hnlclan Slgnalm" Marl:Tabbort 5S0S Ch•••P<>•ko Or 52123 Comp8:ny Name-9'ynalectric Campany City S:mO/cgo Phone (858)712-4700 Position with Company (Title} Foreman ·•· Oataof Slg-n-atu-re-,----------------------------------------------- 04/26/2017 • RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the folfouing under penalty cf peoury, under the laws of the State of Oitiforni81 1~ tam tho Field TC1c:hnfc;io1n. or the fi•ld Tcr:hnlctan is .ar:tl"g: on my b,h-alt a:~ my employee or my .-9ant a.nt( J l,;svc roVie'f'i'dd tt,11 lnforn,;1tion provldQd an·thi$ Ctrtlrrc.a:t~ of Accopt.ince. 2,. I am el!glble under Division 3 of the Business ~nd Professions Code tn the applicable classification to. accept n!sponslbifity ~r the system designr construction or Installation of features, material:.. components. or mam,1factu~d de1:vit:~ (or thtt $COp(! o_f \VQrk fdentifl'od Oil thft-0:rtitk,3,t• cf Aca11ptallr:6 4nd atbtst to the dct:f:Jratlons In this :.t.:ibJmi:nl (rll$pon~1bll$ ar:c4pbr'ICC ~r~n). 3. The information provided on this Certificate of Acceptance substantiates that the con:.b-uction or lns~tlation·ident'ified on this Certificate, of Acc,eplance complies with the acceptance n?qulrem~mts indicaWd in the-plans and sPe:c:ifii:ations approved by the enfora!:ment agency, and -conform.5 to the-applicable accepbt_nce ~qulrerrienl:s .and procedures specified in Reference Nonresidential Appendix NA?. 4. t h1i1V~ -confirmci:d that thv CortlfiC.tte(s) of Jn$\-allation fQt the. s:onitrf.Ktton or ln'!.t>tlatlon ldent!Oixf on this Outmc:-o11t.e of Act~ptanee htt'!i been «itnpfoted and Is po$ted er' madG avall.-.ble with thl!" building ptarm1t{sJ ts:stled for the building. s. I will Qn~uro tt,\~t ~ c<>mplotQd, signed copy of th!$ Cq,ttfk..-t. ot Acc•pt.llnc:e $hall bf> ~tad, or m:ado avaU.1:blo witf'! the: building pormlt{!i) lsst1Qd ror tho building, ;:ind m:tdlit .:iv.ait-1bJ. to tho 1J1'1fol'C9m\N'\t~9@ncy for.all applicable inspections. I understand that a signed copy of this Certiffc::ate of Acceptance is-required to be included with the documentali'on the builder provides to the·buiJding owner at occupanc>b R«:ponl'.ihf.;i: Accept~~ Per$On tf.amo Bob Rlel Comp.any Nam• Dyn:1lactrlc Comp:.n.y Address: 9505 Chesapeake D.r ZfpCode 92123 CSLII I.Icon"' 14~757 Responsible Acceptance Person Signafure P3to of Slgnatt.ire1 o-+/26/2017 -qty Phone Po~lllon wllh Company (Tltlo) SanOlego (858)712-4700 Vic< PN>•ldont Jq\(GiTP ==:.: This is page 5 of 5 l_.l STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A /Revised 05l15l . CALIFORNIA ENERGY COMMISSION -CERTIFICATE OF ACCEPTANCE N RCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals i City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Name or Identification/Tag: System location or Area Served: . 4UrJ-kl:3 Roof Note: Submit one Certificate of Acceptance for each system that must Enforcement Agency Use: Checked by/Date demonstrate compliance. A. Construction Inspection 1. Supporting documentation needed to perform test includes, but not limited to: a. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NAl.5.2 Constant Volume, Single-zone, 2. 3. 4. Notes: Unitary Air Conditioner and Heat Pumps Systems Acceptance At-A-Glance). b. 2013 Building Energy Efficiency Standards Manual. Instrumentation to perform test includes, but not limited to: a. Temperature Meter b. Amp Meter . Installation (check if applies): ~ Thermostat is located within the space-conditioning zone that is served by the HVAC system. Programming (check all those that apply): JY Thermostat meets the temperature adjustment and dead band requirements of 2013 Building Energy Efficiency Standards Manual section 120.2(b). Minimum heating setpoint: & f!1 °୲F.Maximum cooling setpoin(.Z.2._°F. Deadband: ~°F. H gr Occupied, unoccupied, and holiday schedules have been programmed per the facility's schedule. Pre-occupancy purge has been programmed to meet the requirements of 2013 Building Energy Efficiency Standards Manual section 120.l(c)2. 1. Check method used to determine pre-occupancy purge: D !} Lesser of: conditioned floor area times ventilation rate from 2013 Building Energy Efficiency Standards TABLE 120.1-A or lScfm per person times the expected number of occupants. 3 complete air changes. RECEIVED APR 2 7 2017 CITY OF CARLSBAD BUILDING DIVISION CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 (''· ( STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary {Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: Jonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Name or Identification/Tag: System Location or Area Served: Roof B. Functional Testing Requirements Operating Modes Step 1: Disable economizer control and demand-controlled ventilation (if applicable) to prevent unexpected interactions. Occupied Mode Step 2: Heating load during occupied condition Step 3: No-load during occupied condition Step 4: Cooling load during occupied condition Unoccupied Mode Step 5: No-load during unoccupied condition Step 6: Heating load during unoccupied condition Step 7: Cooling load during unoccupied condition Step 8: Manual override 8 7 6 5 4 .z Step 2 -8: Check and verify the following for each simulation mode required a. Supply fan·operates continually b. Supply fan turns off c. Supply fan cycles on and off d. System reverts to "occupied" mod~ to satisfy any condition e. System turns off when manual override time period expires f. Gas-fired furnace, heat pump, or electric heater stages on g. No heating is provided by the unit h. No coolin& is provided by the unit i. Compressor stages on j. Outside air damper is open to minimum position k. Outside air damper closes completely Step 9: System returned to initial operating conditions after all tests have been completed: Y/N C. Testing Results 8 7 6 5 4 3 z Indicate if Passed (P), Failed (F), or N/A (X), fill in appropriate letter D. Evaluation .D I PASS: All Construction Inspection responses are complete and all applicable Testing Results responses are "Pass" (P) CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 (~ STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCl-l-03-A (Revised 05/15\ CALIFORNIA ENERGY COMMISSION • . CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System ~ame or Identification/Tag: System location or Area Served: Roof DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Documentation Author Company Name: Date Signed: Pacific Rim Mechanical Address: ATT Certification Identification (If applicable): 7Rfifi r.nn\/1'\\/ r.+ City/State/Zip: Phone: San Diego, CA 92111 (858)97 4-6500 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information ·provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Field-Technician Signature: Field Technician Company Name: Position with Company (ntle): Address: ATT Certification Identification (if applicable): City/State/Zip: Phone: I Date Signed: RESPONSIBLE PERSON'S DECLARATION STATEMENT ( certify the following under penalty of perjury, under the laws of the State of California: 1. I am the F.ield Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated.in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed thatthe Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building_permit(s) issued for the building. s. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate.of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: Position with Company (ntle): Pacific Rim Mechanical -Commissioning Start Up Tech Address: CSLB License: -7655 Convoy Ct. 846462 City/State/Zip: Phone: I Date Signed: San Diego, CA 92111 (858)97 4-6500 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May2015 (~ ( STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNliARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A /Revised 05/.15} CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-O3-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals City of Carlsb~d CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Name or ldentlficati9n/Tag: System Location or Area Served: Roof Note: Submit one Certificate of Acceptance for each system that must Enforcement Agency Use: Checked by/Date demonstrate compliance. A. Construction Inspection . 1. Supporting documentation needed-to perform test includes, but not limited to: a. 2013-Building Energy Efficiency Standards Nonresidential Compliance Manual (NAl.5.2 Constant Volume, Single-zone, Unitary Air Conditioner and Heat Pumps Systems Acceptance At-A-Glance). b. 2013 Building Energy Efficiency Standards Manual. 2. Instrumentation to perform test includes, but not limited to: a. Temperature Meter b. Amp Meter 3. Installation (check if applies): 0 Thermostat is located within the space-conditioning zone that is served by the HVAC system. 4. Programming (check all those that apply): 0 Thermostat meets the temperature adjustment and.dead band requirements of 2013 Building Energy Efficiency Standards Manual section 120.2(b). Minimum heating setpoint: __ ._°F. Maximum cooling setpoint °F. Deadband: __ oF. 0 Occupied, unoccupied, and holiday schedules have been programmed per the facility's schedule. 0 Pre-occupancy purge has been programmed to meet the requirements of 2013 Building Energy Efficiency Standards Manual section 120.l(c)2. 1. Check method used to determine pre-occupancy purge: 0 Lesser of: conditioned floor area times ventilation rate from 2013 Building Energy Efficiency Standards TABLE 120.1-A or lSdm per person times the expected number of occupants. 0 3 complete air changes. Notes: ' CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 r·l ,,,- ( ·) STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS ' CEC-NRCA-MCH-03-A (Revised 05/15\ CALIFORNIA ENERGY COMMISSION • CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Name or ldentiflCcltfon/fag: System Location_ or Area Served: Roof B. Functional Testing Requirements Operating Modes Step 1: Disable economizer ~ontrol and demand-controlled ventilation (if applicable) to prevent unexpected interactions. Occupied Mode Step 2: Heating load during occupied condition . Step 3: No-load during occupied condition Step 4: Cooling load during occupied condition Unoccupied Mode Step 5: No-load during unoccupied condition Step 6: Heating load during unoccupied condition Step 7: Cooling load during unoccupied condition Step 8: Manual override Step 2 -8: Check and verify the following for each simulation mode required a. Supply fan operates-continually b. Supply fan turns off c. Supply fan cycles on and off d. ·system reverts to "occupied" mode to satisfy any conditi_on e. System turns off when manual override time period expires f. Gas-fired furnace, heat pump, or electric.heater stages on g. No heating is provided by the unit h. No cooling is provided by the unit i. Compressor stages on j. Outside air damper is open to minimum position k. Outside air damper closes completely Step 9: System returned to initial operating conditions after all tests have been completed: Y/N . . C. Testing Results 8 7 6 5 4 3 2 Indicate if Passed (P), Failed (F), or N/A (X), fill in appropriate letter D. Evaluation O I PASS: All Construction Inspection responses are complete and all applicable Testing Results responses are "Pass" (P) CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 ( STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A (Revised 05/15l CALIFORNIA ENERGY COMMISSION -CERTIFICATE OF ACCEPTANCE NRCA-MCH-O3-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuficals City of Carlsbad CB162084 ProJectAddress: City: Z1pCo~e; 2280 Faraday Av Carlsbad 92008 SysteJTI Name or Identification/fag: System Location or Area Served: Roof DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation AutHor Name: Documentation Author Signature: Documentation Author Company Name: Date Signed: Pacific Rim Mechanical Address: ATT Certification Identification (If applicable): 7f\fifi r.nnvnv r.t City/State/Zip: Phone: San Diego, CA 92111 (858)97 4-6500 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction orinstallation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or·installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted_ or made available with the building permit(s) issued for the building. Field Technician Name: Field Technician Signature: Field Technician Company Name: Position with Company (Title): Address: ATT Certification Identification (if applicable): City/State/Zip: Phone: I Date Signed: RESPONSIBLE PERSON'S DECLARATION·STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the' applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the builcling permit(s) issued for the building. 5. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required·to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Responsible Acceptance Person Signature: Responsible Acceptance Person Company Nanie: Position with Company (ntle): Pacific Rim Mechanical Commissioning Start Up Tech Address: CSLB License: 7655 Convoy Ct. 846462 City/State/Zip: Phone: I Date Signed: San Diego, CA 92111 (858)97 4-6500 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 ( .. \ ) '·, STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A /Revised 05/151 CALIFORNIA ENERGY COMMISSION • CERTIFICATE OF ACCEPTANCE Outdoor Air Acceptance Project Name: Enforcement Agency: lonis Pharmaceuticals City of Carlsbad Project Address: City: 2280 Faraday Av Carlsbad System ~ile or Identification/fag: A U-·tA System Location or Area Served: uor- Note: Submit one Certificate of Acceptance for each system· that must demonstrate compliance. Enforcement Agency Use: Checked by/Date NRCA-MCH-02-A (Page 1 of 3) Permit Number. CB162084 Zip Code: 92008 Intent: Verify measured outside airflow reading is within± 10% of the total required outside airflow. Required for all newly installed HVAC units. Reference MECH-3C (Column H or Column I) or Mechanical-Equipment Schedules. A. Construction Inspection Note: MCH-02-A can be performed'in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable} since testing activities overlap. 1. Supporting documentation needed to perform test includes: a. As-built and/or design documents (for example, Mechanical Equipment Schedules, Equipment Start-Up Sheets or Balancing Reports). b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.1.1 Ventilation Systems: Variable Air Systems At-A-Glance and NA7.5.1.2 Constant Volume Systems Outdoor Air Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards. 2. Instrumentation needed to perform test includes: a. Watch b. Calibrated means to measure airflow (i.e .. hft-wire anemometer, velocity pressure probe, etc.). i. Method and equipment used: _ __,\"-l6 .... c.:;v_&'_~_l-=\[):;..._ _________ _ ii. Equipment calibration date (must be within one year):. __________ _ 3. System type (check either VAV orCAV): D VAV l7 CAV a. Check if Variable Air Volume (VAV) and complete the following: i. Outside airflow is either factory calibrated or field calibrated. D Check if factory calibrated and attach calibration certification. D Check if field.calibrated.and attach calibration results. ii. Damper Control (must be checked): D Dynamic damper control is being used to control outside air. (This is NOT a fixed minimum position). iii. One of the following dynamic controls is being utilized to control outside air (check method used) D Outdoor Air CFM Compensation D Energy Balance Method D Demand Control Ventilation D Return Fan Tracking D Injection Fan Method D Dedicated Minimum Ventilation _ll~mperwith Pressure Control D Other Active Control, Describe: H\ ~. \ bOg{o O .f\ b. Check if Constant Air Volume (CAV) and verify the following: D System is c!esigned to provide a fixed minimum OSA when the unit is on. 4. Method of delivering outside air to the unit (check one of the following): D Outside air is ducted to the return air plenum. Confirm that outside air is ducted to either (check one of the following): D Within five ft. of the unit. D Within 15 ft. of the unit, with the air directed substantially to:,vard the unit. Return air plenum is NOT used to distribute outside air to the unit. I.e. outside air is ducted directly to the unit or outside air is provided independent of the unit. 5. Pre-occupancy purge has been programmed for the 1-hour period immediately before the building is normally occupied to provide (one of the following methods must be verified and checked): a. b. The conditioned floor area times the ventilation rate from the 2013 Building Energy Efficiency Standards TABLE 120.1-A, or 15 cfm per person times the expected number of occupants, whichever is less. 3 complete air changes to the zone served by the air handler. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 r·. l STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE Outdoor Air Acceptance Project Name: Enfoicement Agency: 16nis Pharmaceuticals City of Carlsbad Project Address: City: B. NA7.S.1.l Outdoor Air Acceptance Functional Testing Step 1: Disable demand control ventilation (if applicable) Step 2: Verify unit is not in economizer mode during test (economizer disabled). Note: Shaded'boxes do not apply for CAV systems Step 3: CAVand VAV testing at full supply airflow a. Adjust supply air to achieve design airflow or maximum airflow at full cooling. Record VFD-speed (Hz). b. _ Measured outdoor airflow reading (cfm) c. d. Required outdoor airflow (cfm) {from MECH-3C, Column I, or Mechanical Equipment Schedules). Time for outside air damper to stabilize after full supply airflow is achieved (minutes): Step 4: VAV testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows, full heating, or 30% of the total design airflow. Record VFD speed (Hz). b. Measured outdoor airflow reading (cfm) c. Required outdoor airflow (cfm) {from MECH-3C, Column I, or mechanical equipment schedules). d. Time for outside air damper to stabilize after reduced supply airflow is achieved (minutes): Step 5: Return to initial conditions (check) t. Testing Calculations & Results Determine Percent Outside Air at full supply airflow (%OAFAl for ·step 2 a. %OAFA = Measured outdoor airflow reading /Required outdoor airflow (Step2b/Step2c) b. %OAFA is within 10% of design Outside Air. {%OAFA s 110%) c. Outside air damper pos_ition stabilizes within 5 minutes (Step 2d < 5 minutes) Determine Percent Outside Air at reduced supply airflow (%OARAl for Step 3 (VAV only) a. %CARA= Measured outdoor airflow reading /Required outdoor airflow reading (Step3b/Step3c) b. %CARA is within 10% of de~ign Outside Air. (CARA s 110%) c. Outside air damper position stabilizes within 5 minutes (Step 3d < 5 minutes) NRCA-MCH-02-A (Page 2 of 3) Permit Number: CB162084 Zip Code: CAV DVAV Hz cfm cfm min VAV Hz cfm cfm min D % YIN YIN % YIN YIN Note: The intent of this test is to ensure that 1) all air handlers provide the minimum amount of OSA and 2) VAV air handlers use dynamic cof)trols to avoid over ventilation. D. Evaluation PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A /Revised 05/151 CALIFORNIA ENERGY COMMISSION • . ' CERTIFICATE OF ACCEPTANCE NRCA-MCH-02-A Outdoor Air Acceptance (Page 3 of 3) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceµticals City of Carlsbad CB162084 Project Address: City: Zip Code: ??Rn ,.. ,v Av C;:1rlsh<>ri Q?(')(')R System Name oiircation/Tag: A System Locatfon or Area Served: 11 -l 1u)oF DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Documentation Aut or Si Documentation Author Company Name: · Date Signed: Pacific Rim Mechanipal Address: ATT Certification Identification (If applicable): 7655 Convoy Ct. City/State/Zip: Phon'e: San Diego, CA ·92111 (858)97 4-6500 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. ·I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Company Name: _pacific Rim·Mechanical Address: 7655 Convoy Ct. City/State/Zip: RESPONSIBLE PERSON'S DECLARATION STATEMENT Field Technician Signatur : Position with Company (ntle): Commissioning Start Up Tech A TT Certification Identification (if applicable): Phone: I certify the following under penalty of perjury, under the laws of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided.on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured-devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and c:onforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Address: 7655 Convoy Ct. CSLB License: . 864462 City/State§i~n Diego, CA 92111 Phone: (858)97 4-6500 Date Signed: CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 (~) ( . .. ..._ ~· STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE • ' CEC-NRCA-MCH-02-A (Revised 05/15\ CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE Outdoor Air Acceptance Project Name: Enforc~ment Agency: lonis Pharmaceuticals City of Carlsbad Project Address: City: 2280 Faraday Av Carlsbad System NameA!J7icat~Hj System Locati°12:orea Served: 61- Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date NRCA-MCH-O2-A (Page 1 of 3) Permit Number: CB162084 Zip Code: 92008 Intent: Verify measured outside airflow reading is within± 10% of the total required outside airflow. Required for all newly installed HVAC . units. Ref~rence MECH-3C (Column Hor Column I) or Mechanical Equipment Schedules. A. Construction Inspection Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap. 1. Supporting documentation needed to perform test includes: a. b. c. As-built and/or design documents (for example, Mechanical Eqµipment Schedules, Equipment Start-Up She.ets or Balancing Reports). 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.1.1 Ventilation Systems: Variable Air Systems At-A-Glance and NA7.5.1.2 Constant Volume Systems Outdoor Air Acceptance At-A-Glance). 2013 Building Energy Efficiency Standards. 2. Instrumentation needed to perform testincludes: a. Watch b. Calibrated means to measure airflow (i.e. hot-wire anemometer, velocity pressure probe, etc.). i. Method and equipment used: K-o(.,u l~C:60 . ii. Equipment calibration date (must be within one year): __________ _ 3. System type (check either VAV or CAV): D VAV [Y CAV a. Check if Variable Air Volume (VAV) and complete the followin{ i. Outside airflow is either factory calibrated or field calibrated. D Check if factory calibrated and attach calibration certification. J2I Check if field calibrated and attach calibration results. ii. Damper Control (must be checked): D Dynamic damper control is being used to control outside air. (This is NOT a fixed minimum position). iii. One of the following dynamic controls is being utilized to control outside air (check method used) D Outdoor Air CFM Compensation D Energy Balance Method D Demand Control Ventilation D Return Fan Tracking D Injection Fan Method D Dedicated Minimum Ventilation Damper with Pressure Control D Other Active Control, Describe: ----------'---------- b. Check if Constant Air Volume (CAV) and verify the following: D System is designed to provide a fixed minimum OSA when the unit is on. 4. Method of delivering outside air to the unit (check one of the following): D Outside air is ducted to the return air plenum. Confirm that outside·air is ducted to either (check one of the following): D Within five ft. of the unit. D Within 15 ft. of the unit, with the air directed substantially toward the unit. Return air plenum is NOT used to distribute outside air to the unit. I.e. outside air is ducted directly to the unit or outside air is provided independent of the unit. 5. Pre-occupancy purge has been programmed for the 1-hour period immediately before the building is normally occupied to provide (one of the following methods must be verified and checked): a. b. The conditioned floor area times the ventilation rate from the 2013 Building Energy Efficiency Standards TABLE 120.1-A, or 15 cfm per person times the expected number of occupants, whichever is less. 3 complete air changes to the zone served by the air handler . CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 r STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-02-A Outdoor Air Acceptance (Page 2 of 3) ProjecfName: lonis Pharmaceuticals Enforcement Agency: City of Carlsbad Project Address: City: 2 B. NA7.S.1.1 Outdoor Air Acceptance Functional Testing Step 1: Disable demand control ventilation (if applicable) Step 2: Verify unit is not in economizer mode during test (economizer disabled), Note: Shaded boxes do not apply for CA V systems Step 3: CAV and VAV testing at full supply airflow a. b. c. Adjust supply air to achieve design airflow or maximum airflow at full cooling. Record VFD speed (Hz). Measured outdoor airflow reading (cfm) Required outdoor airflow (cfm) (from MECH-3C, Column I, or Mechanical Equipment Schedules). Time for outside air damper to stabilize after full supply airflow is achieved d. . (minutes): Step 4: VAV testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows, full heating, or 30% of the total design airflow. Record VFD speed (Hz). · b. Measured outdoor airflow reading (cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I, or mechanical equipment schedules). d. Time for outside air damper to stabilize after reduced supply airflow is achieved (minutes): Step 5: Return to initial conditions (check) C. Testing Ca_lculations & Results Determine Percent Outside Air at full supply _airflow (%OAFAl for Step 2 a. %OAFA = Measured outdoor airflow reading /Required outdoor airflow (Step2b/Step2c) b. %OAFA is within 10% of design Outside Air. (%OAFA s 110%) c. Outside air damper position stabilizes within 5 minutes (Step 2d < 5 minutes) Determine Percent Outside Air at redu.ced supply airflow (%OARAl for Step 3 (VAV only) a. %0ARA = Measured outdoor airflow reading /Required outdoor airflow reading (Step3b/Step3c) Permit Number: CB162084 Zip Code: OVAV YIN y IN b. %OARA is within 10% of design Outside ·Air. (OARA s 110%) Y / N c. Outside air damper position stabilizes within 5 minutes (Step 3d < 5 minutes) Y / N Note: The intent of this test is to ensure that 1) all air handlers provide the minimum amount of OSA and 2) VAVair handlers use dynamic controls to avoid over ventilation. PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) · % % CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 r·) STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-02-A Outdoor Air Acceptance {Page 3 of 3) Project Name: Enforcement Agency: Permit Number: loriis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate and complete. Address: 7655 Convoy Ct. City/State/Zip: Phone: San Diego, CA 92111 (858)97 4-6500 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and-conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted,or made avail~ble with the building permit(s) issued for the building. Field Technician Nam~ Field Technician Signatur · Field Technician Company Name: Position with Company (Title): Pacific Rim Mechanical Commissioning Start Up Tech Address: ATT Certification identification (if applicaole): 7655 Convoy Ct. City /State/Zip: Phone: Date Signed: J./ ( { 0 / RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. I will ensure that a.completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Company Name: . . Address: 7655 Convoy Ct. CSLB License: 864462 City/State§~'n Diego, CA 92111 Phone: (858)97 4-6500 Date Signed: ff-f O /r, CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A /Revised 05/151 CALIFORNIA ENERGY COMMISSION •• CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcenient Agency: Permit Number: lonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Nam• nr t~o::· \\2> System Location or Area Servl2,o Roof Of- Note: Submit one Certificate of Acceptance for each system that must Enforcement Agency Use: Checked by/Date demonstrate compfiance. A. Construction Inspection .. 1. Supporting documentation needed to perform test includes, but not limited to: a. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NAl.5.2 Constant Volume, Single-zone, Unitary Air Conditioner and Heat Pumps.Systems Acceptance At-A-Glance). b. 2013 Building Energy Efficiency Standards Manual. 2. Instrumentation to perform test includes, but not limited to: a. Temperature Meter b. Amp· Meter 3. Installation (check if applies): 4. t: Thermostat is located within the space-conditioning zone that is served by the HVAC syst?m· gramming (check all those that apply): D Thermostat meets the temperature adjustment and dead band requirements of 2013 Building Energy Efficiency Standards Manual section 120.2(b). Minimum heating setpoint: ~°F. Maximum cooling setpoint_.2.!2_°F. Deadband: ..:1__°F. D"' 'Jccupied, unoccupied, and holiday schedules have been programmed per the facility's schedule. . 're-occupancy purge .has been programmed to meet the requirements of 2013 Building Energy Efficiency Standards Manu.al section 120.1(c)2. 1. Chlthod ""' to d,tennlao '""°"'"''"'' '""'' Lesser of: conditioned floor area times ventilation rate from 2013 Building Energy Efficiency Standards TABLE 120.1-A or 15cfm per person times the expected number of occupants. , D 3 complete air changes. Notes: ~l I P. ( Ji\J {'l ,~/2..(/j;'j u /1_ '7 / fll,1 /Jr-r f) Ar) Ir- I CA Building Energy Efficiency Standards· 2013 Nonresidential Compliance May2015 c_· STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS -CEC-NRCA-MCH-03-A /Revised 05/151 CALIFORNIA ENERGY COMMISSION • CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Name orldentif\tf \A'·· \A,~ System Location or Area Served~ Roof ,r- B. Functional Testing Requirements Operating Modes Step 1: Disable economizer control and demand-controlled ventilation (if applicable) to prevent unexpected interactions. Occupied M_ode Step 2: Heating load during occupied condition. Step 3: No-load during occupied condition Step 4: Cooling load during occupied condition Unoccupied Mode Step 5: No-load during unoccupied condition Step 6: Heating load during unoccupied condition . Step 7: Cooling load during unoccupied condition Step 8: Manual override 8 7 6 5 4 2 1--------------...... --------------------~= Step 2 -8: Check arid verify the following for each simulation mode required a. Supply fan-operates continually b. Supply fan turns off c. Supply fan cycles on and off d. Sy~tem reverts to "occupied" mode to satisfy any condition e. System turns off when manual OVElrride time period expires f. Gas-fired furnace, heat pump, or electric heater stages on g. No heating is provided by the unit h. No cooling is provided by the unit i. Compressor stages on j. Outside air damper is open to minimum position k. Outside air damper closes completely Step 9: System returned to initial operating conditions after all tests have been completed: Y/N C. Testing Results . 8 7 6 5 4 3 2 Indicate if Passed (P), Failed (F), or N/A (X), fill in appropriate letter p ix "')(, IX.. p p p D. Evaluation D PASS: All Construction Inspection responses are complete and all applicable Testing Results responses are "Pass" (P) ----------1 C bi EO tJ Lb CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 (,,...---.. , l ( (_ ___ ) STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A /Revised 05/151 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE N RCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System Name or ide'A'.rt.r/fag: IJj System Location or Area Served: ,(. -Roof DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Company Name: Pacific Rim Mechanical Address: ATT Certification Identification (If appllcable): City/State/Zip: Phone: San Diego, CA 92111 (858)97 4-6500 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of-California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician-Com Address: 7 l SS City/State/Zip: 't~l/ I Date Si~d: ~ ;17 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following uncjer penalty of perjury, under the laws.of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I· have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner Address: 7655 Convoy Ct. City/State/Zip: San Diego, CA 92111 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance CSLB License: 846462 Phone: (858)97 4-6500 May 2015 ( ·-- STATE OF CALIFORNIA Supply Air Temperature Reset Controls Acceptance CEC-NRCA-MCH-16-A (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A . Supply Air Temperature Reset Controls Acceptance (Page 1 of 3) Project Name: Enforcement Agency: Permit Number: Jonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad System Name or identlflC\Ut} _-:;.. tk System ~ocation oi-Area Served: Roof l •v • Notei Submit one Certificate of Acceptance for each system that must demonstrate·compliance. Enforcement Agency Use: Checked by/Date Intent: Verify that the supply air temperature modulates to meet system temperature setpoint(s). A. Construction Inspection 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. 92008 b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NAl.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards Nonresidential Appendix·(Section NA7). 2. Instrumentation to perform test includes, but.is not limited to: a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate bbx: y The supply air temperature:reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 14Q.4(f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. D An exception is taken to this requirement (one of the following must be true; acceptance test is not needed): (1) Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source. (2) Where supply-air temperature reset would increase overall building energy use. (3) Zones in which specific humidity levels are required to satisfy exempt process loads. Computer rooms or spaces with only IT equipment are not exempt process loads. (4) Zones with a peak supply air quantity of 300 cfm or less. (5) The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature-sensors are factory or field calibrated or perform field check (check a orb): a. Factory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. ct" Cali oration complete, all.sensors within 2% of calibrated reference sensor (provide supporting documentation, e.g. a copy of TAB • calibration results). b. I have_performed a field check using a calibrated temp·erature standard (i.e. device that has been calibrated within the last 12 months). z Check complete, all air temperature.sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). 5, I Document current supply air temperature: 55 •F Notes: . CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA Supply Air Temperature Reset Controls Acceptance • . CEC-NRCA-MCH-16-A /Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A Supply Aiflemperature Reset Controls Acceptance (Page 2 of 3) Proje·ct Name: Enforcement Agency: Permit Number: Jonis Pharmaceuticals City of Carlsbad CB162084 ProjectAd~~·ao Faraday Av City: Zip Code: Carlsbad 92008 System N•~ttna:o~agA _ ~ System Location or Area Served: Roof ' B. Functional Testing Chec;k to make sure that chilled / hot water coils, if used, are not already fully open and calling for maximum cooling/ heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test. Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, Zones calling for heating or cooling, or Other Step 1: During occupied mode, adjust the reset control parameter to decrease the supply a·ir temperature (to the lower supply temp. limit). a. Supply air temperature controls modulate as intended. {)'IN b. Actual supply air temperature decreases to meet the new set point within+/· 2°F. 0}'N c. Supply air temperature stabilizes within 15 minutes. @N Supply air temperature set point:~• F Actu~I supply air temperature: ..~~ •F Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the upper supply temp. limit). a. Supply air temperature controls modulate as intended. (YJ}N b. Actual supply air temperature increases to meet the new set point within+/· 2°F. (l_JN c. Supply air temperature stabilizes within 15 minutes. (v}/N Supply air temperature set point:_££• F Actual supply air temperature: 67-• F Step 3: Restore reset control parameter to automatic control. a. Supply air temperature controls modulate as intended. ~N b. Actual supply·air temperature changes to meet the new set point within+/· 2°F. (vJN c. Supply air temperature stabilizes within 15 minutes. Q}N Supply air temperature set point:~• F Actual supply air temperature: 5i /. • F C. Evaluation ;6 PASS: All Construction. Inspection responses are complete and Functional Testing Results are all circled YES. Notes: CA Building Energy Efficiency Standards -2013 N.onresidential Compliance May 2015 STATE OF CALIFORNIA Supply Air Temperature Reset Controls Acceptance CEC-NRGA-MCH-16-A (Revised 05/15) CALIFORNIA ENERGY COMMISSION -CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A Supply Air Temperature Reset Controls Acceptance (Page 3 of 3) (i Project: Name: Enforcement Agency: Permit Number: lonis Pharmaceuticals City of Carlsbad CB162084 Project Address: City: Zip Code: 2280 Faraday Av Carlsbad 92008 System N•/J: i..td/t:tiorA Systein Location or Area Servecl: Roof DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate and complete. - Documentation Au~~: O flj0 0--( /lr r ;)~ Documentation Author(ignat Documentation Author-Company Name: Date Signed: -/tl/'5 I /1 Pacific Rim Mechanical Address: ATT Certification Identification (If applicable): 7655 Convoy Ct. City/State/Zip: Phone: San Diego, CA 92111 (858)97 4-6500 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Nam~ , j ,,,/1-{1,:W 8-1 (>.-Field Technician ~ry'). ~A 1 I'----- Field Technician Company Name: Position with Comp;ln! 1, ,u~,. Pacific Rim Mechanical Comm_issio ng Start Up Tech ( Address: -ATT Certification Identification (if applicable): 7655 Convoy Ct. City/State/Zip: Phone: I Date Signed1/ / .S / 17 C'--n;o--f'f,. 1'1--,A ~ ~ (858)97 4-6500 RESPONSIBLf PERSON'S DECLARATION STATEMENT I certify the following µnder penalty of perjury, under the laws of the State of California: 1. I am the Field Technicia·n, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on thi,s Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance.requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the constructio.n or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. lwill ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. -Responsible Accepta~n Name: Q ,J . ,,,,,. · 0 A I/A Responsible Acceptanc~,~ Responsible Acceptance Person Company Name: Position with Company (Title): '-~ Pacific Rim Mechanical Commissioning Start Up Tech Addre57655 Convoy Ct. CSLl'~r,~~62 City/St§eg~:Diego, CA 92111 Phone: (858)97 4-6500 I Date Signed:~/$ /t'7 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 lonis Pharmaceuticals, 2280 Faraday Expansion Project Carlsbad, CA PRELIMINARY TAB· REPORT by ZARETSKY ENGINEERING SOLUTIONS 16520 HARBOR BLVD., SUITE F FOUNTAIN VALLEY, CA 92708 PHONE: 714-640-3530 FAX: 714-640-3529 04-07-17 Page 1 of 70 ·~ EzN~N· ~.EN 1sL···U·· .. T.1$NYS PA bi El EEr,d B '""10 · it..:1 Table of Contents SECTION ONE: ....................................... TAB REPORT SECTION TWO: ..................................... PROCEDURES SECTION THREE: .................................. COMPANY RESUME SECTION FOUR: ................................... INSTRUMENTATION SECTION FIVE: ..................................... DRAWINGS Page 2 of 70 TEST, ADJUST AND BALANCE REPORT PROJECT ARCHITECT 04-07-17 lonis Pharmaceuticals 2280 Faraday Expansion Project 2280 Famday Ave. Carlsbad, CA 92008 CRB St. Louis, MO 63141 ENGINEER CRB ----,------'---------- St. Louis, MO 63141 CONTRACTOR Pacific Rim Mechanical San Diego, CA Page 3 of 70 h ~~}E~l~!D~T~x CERTI-FICATION PROJECT: lonis Pharmaceuticals 2280 Faraday Expansion Project ADDRESS: Carlsbad, CA THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCE, ARE NOTED IN THE TEST-ADJUST-BALANCE REPORT PROJECT SUMMARY. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, BALANCING OF' ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB TAB FIRM: Zaretsky Engineering Solutions REG. NO.: 3001 CERTIFIED BY: National Environmental Balancing Bureau DATE: 1995 SUBMITTED & CERTIFIED BY: Roman Zaretsky NEBB TAB FIRM: Zaretsky Engineering Solutions TAB TECHNICIANS: Ryan Hughes; Arnis Plyavinsh TAB SUPERVISOR: Roman Zaretsky ----------------------- REG. N,O.: 3001 SIGNATURE: DATE: 04-07-17 CERTIFICATION EXPIRATION DATE: 3/31/2017 Page 4 of 70 1-NDEX Index ............................................................................................ -........................................ . Abbreviations ....................................................................................................................... . Gnrl Notes AHU Pkg Unit Coil Velocity Round Duct Terminal Box VAV Air Out AHU Pkg Unit Air Outlet AHU Pkg Unit Air Outlet AHU Pkg Unit Air Outlet AHU Pkg Unit Air Outlet Fan Test Round Duct Terminal Box VAV Air Out Fan Test Round Duct Air Outlet Balance Valve Balance Valve TAB SUMMARY ............................................................................ . AHU-1A ......................................................................................... . AHU-1A ......................................................................................... .. SAV-6 / REG#1 ............................................................................. . AHU-1A ......................................................................................... . AHU-1A ......................................................................................... . AHU-H3 ......................................................................................... . AHU-H3 ......................................................................................... . HP-1 ............................................................................................. .. HP-1 .............................................................................................. . HP-2 .............................................................................................. . HP-2 ............................................................................................. .. HP~3 .............................................................................................. . HP-3 .............................................................................................. . EF-1A/1B/1C ............................................................................ .. EAV-1-1 ......................................................................................... . EF-1A/1 B/1C ................................................................................ .. EF-1A/1 B/1C ................................................................................. . EF-H3 ............................................................................................ . EF-H3 / TOT AL ............................................................................. . EF-H3 ............................................................................................ . CHILLED WATER ......................................................................... . HEATING HOT WATER ................................................................ . PAGE 5 6-7 8 9 10 11 12 13-17 18 19 20 21 22 23 24 25-26 27 28 29-30 31-38 39 40 41 42 43 Page 5 of 70 ABBREVIATIONS AIR DISTRIBUTION CODES AB ................................................................................................. AIR BAR CD .................................................... .' ............................................. CEILING DIFFUSER CG ................................................................................................. CEILING GRILLE CR ................................................................................................. CEILING REGISTER cv ................................................................................................. CONSTANT VOLUME DO ........................ , ........................................................................ DUCT OPENING DT ................................................................................................. DUCT TRAVERSE EG ................................................................................................. EXHAUST GRILLE ER .................... , ............................................................................ EXHAUST REGISTER FC ................................................................................................. FAN COIL FG ................................................................................................. FLOOR GRILLE FR .................................................................................................. FLOOR REGISTER FH ................................................................................................. FUME HOOD HO ................................................................................................... HOOD OPENING LT .................................................................................................. LIGHT TROFFER LD ................................................................................................. LINEAR DIFFUSER LR .......... -....................................................................................... LINEAR RETURN OA ................................................................................................. OUTSIDE AIR RG ................................................................................................. RETURN GRILLE RR ................................................................................................. RETURN REGISTER SO .................................................................................................. SCREENED OPENING SG ................................................................................................. SUPPL Y GRILLE Page 6 of 70 SR ................................................................................................. SUPPL Y REGISTER v-Av ............................................................................................... VARIABLE AIR VOLUME REPORTING CODES DNA .............................................................................................. DATA NOT AVAILABLE DNL ............................................................................................... DATA NOT LISTED DX ............................................................ ., .......................... -.......... DIRECT EXPANSION * ........................ , ............................................................................ MEASU_RED WITH FLOW HOOD NG ................................................................................................. NATURAL GAS NA ................................................................................................. NOT APPLICABLE NI .................................................................................................. NOT INSTALLED NM ................ -................................................................................ NOT MEASURED ·NS ........ , ........................................................................................ NOT SPECIFIED NT ................................................................................................. NOT TESTED, DUE TO ABNORMAL CONDITION NVL .............................................................. , ................................ NOT VALID LOCATION FOR ACCURATE TEST Page 7 of 70 General Notes PROJECT NAME: . j lonis Pharmaceuticals 2280 Faraday Expansion Project 1. UNLESS OTHERWISE NOTED, INDICATED CFM IS AT STANDARD CONDITIONS. 2. DESIGN CFM OBTAINED FROM THE PLAN DRAWINGS. 3. FLOW HOOD USED ON ALL CEILING SUPPLY AND RETURN TERMINAL UNITS, AND SIDEWALL REGISTER AND GRILLES WHERE APPLICABLE. 4. CORRECITON FACTORS HAVE BEEN APPLIED TO ALL VALUES SHOWN IN TEST FPM COLUMN ON THE OUTLET TEST SHEET. 5. PITOT READINGS ARE SHOWN ON DUCT TRAVERSE TEST SHEET. 6. WHERE FLOW HOOD CANNOT BE USED, VELOCITIES WERE MEASURED WITH A ROTATING VANE ANEMOMETER, OR AN AIRDATA MULTIMETER AND THE PROPER AK FACTOR APPLIED TO ESTABLISH CFM. r:.~ ·!~ TEST DATE: -~--0_4-_03_-_17 ___ _ READINGS BY: Arnis Plyavinsh Page 8 of 70 AHU PACKAGE UNIT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-tA UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNIT MANUF. TRANE ENERGY LABS SUPPLY CFM TOTAL 20000 17278 INC. MODEL# CLIMATE C92102 -F CH -L SUPPLY CFM REGISTERS 17325 17229 CHANGER SERIAL# -1612-9865-1A RETURN AIR CFM NA NA FAN SHEAVE DIAM. -DD OUTSIDE AIR CFM 20000 17278 FAN BORE SIZE -DD MOTOR HZ 60 55.2 MTR. SHEAVE DIAM. -DD FAN RPM 1770 1661 MOTOR BORE SIZE -DD MOTOR RPM 1770 1661 BELT CENTERLINE -DD R.L. VOLTAGE 460 491 / 492 / 492 BELT SIZE/NO. OF -DD/DD R.L. AMPS 9.5 5.8· I 5.7 / 5.8 FILTER SIZE/NO. OF -24X24X 2/ 12 FILTER SIZE/NO. OF -12 X 24 X 2/ 4 ··MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL MOTOR. MANUF. NA BALDOR E.S.P. SUCTION NA -0.30 HORSEPOWER NA 7.5 (4) E.S.P. DISCHARGE NA 1.42 MOTOR RPM NA 1770 'EXTERNAL UNIT S.P. 3.0 1.72 VOLTAGE NA 460 FAN INLET NA -0.81 F.L. AMPS NA 9.5 (4) FAN DISCHARGE NA 1.57 PHASE NA 3 TOTAL FAN S.P. 4.5 2.38 SERVICE FACTOR NA 1.15 OUTDOOR AIR FRAME NA 1.'15 0.A. DAMPER POS. NA SIZE/ AREA NA/NA NA/NA FAN ROTATION VERIFIED TO BE CORRECT YES READINGS . NA / NA / NA / NA / NA TEMP. RETURN/SUPPLY I I Remarks: THIS UNIT HAS DESIGN 100% OUTSIDE AIR • TESTDATE: ____ 04_-0_3_-1_7 __ _ READINGS BY: Arnis Plyavinsh Page 9 of 70 Ii ZARETSKY ti El E:NGINEERtN9 SCJb..LlTiCJNS COIL VELOCITY READING REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A COIL DATA DESiGN ACTUAL LOCATION ROOF ROOF SERVICE . LABS LABS HEIGHT/ WIDTH NA I NA 84 I 87 COIL AREA(SQ FT} -48.21 AREA COR.RECTION NA 0.95 FACE VELOCITY{FPM} -358.38 TOTALCFM 17325 17278.40 ACTUAL VELOCITY READINGS POS 1 2 3 4 5 6 7 8 9 10 11 12 1 422 410 384 409 397 368 325 2 383 352 377 322 378 329 334 3 442 339 394 361 386 370 321 4 314 342 355 311 339 293 310 5 385 405 392 307 369 353 331 6 349 341 400 456 393 380 343 7 394 394 381 284 346 369 386 8 317 344 319 322 345 297 300 9 10 11 _, 12 Remarks: • TESTDATE:_..,.--__ 03_-3_1_-1~7 __ _ READINGS BY: Amis Plyavinsh Page 10 of 70 _Jii ZARETSKY Ii. la ENGINEER!N.G SOLUTiON9 ROUNDDUCTTRAVERSETESTREPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: SAV-6 / REG#1 SERVICE: SNKL CORR. FACTOR: 1.0 DUCT REQUIRED ACTUAL SCFM(SUS) SCFM(SUS) SIZE 8 AREA .35 FPM 859 CFM 300 FPM 591.06 CFM 206 I I I 735 I I 588 I I 535 I I 511 I 787 712 524 + I 499 I I 515 539 I 704 540 .I I 519 I 477 I 798 I I Remarks: VELGRID READING: 390 FPM. AK=0.48 • TESTDATE: ___ 0_3_-3_1-_1_7_-"-_ READINGS BY: Arnis Plyavinsh Page 11 of 70 TERMINAL BOX TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: REQUIRED FINAL BOX# AFMULT MAX MIN MAX MIN % CFM CFM CFM CFM DESIGN SAV-1 . 2500 2500 2688 2688 108% · SAV-2 3000 3000 2905 2905 97% SAV-3 3000 3000 2991 2991 100% SAV-4 3000 3000 2961 2961 99% SAV-5 3200 3200 3145 3145 98% SAV-6 2625 2500 2570 2570 98% TOTAL 17325 17200 17260 17260 100% • TEST DATE: ____ 03~-3_1_-1_7 __ _ READINGS BY: Arnis Plyavinsh Page 12 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project · PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM .MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM . DESIGN $AV-1 ORGANIC 1 SA-1 12"DIA 500 500 NA 612 NA 547 NA 547 NA 109% PROCESS/ WET LAB 175 ORGANIC 2 SA-1 12"DIA 500 500 129 625 111 538 111 538 NA 108% PROCESS/ WET LAB 175 ORGANIC 3 SA-1 12"DIA 500 500 NA 429 NA 546 NA 546 NA 109% PROCESS/ WET LAB 175 ORGANIC 4 SA-1 12"DIA 500 500 NA 500 NA 526 NA 526 NA 105% ::PROCESS/ WET LAB 175 ORGANIC 5 SA-1 12"DIA 500 500 NA 491 NA 531 NA 531 NA 106% PROCESS/ WET LAB 175 TOTAL 2500 2500 2657 2688 2688 0 108% REMARKS: ACCESS TO THE REGISTER# 2 IS BLOCKED BY PIPES. AIRFLOW READING TAKEN BY VELGRID OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-2 ORGANIC 1 SA-1 12"DIA 500 500 NA 504 NA 483 NA 483 NA 97% PROCESS/ WET LAB 175 ORGANIC 2 SA-1 12"DIA 500 500 NA 533 NA 480 NA 480 NA 96% PROCESS/ WET LAB 175 • TEST DATE: ___ 0_3_-3_1-_17--'-----READINGS BY: Amis Plyavinsh Page 13 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT 0/2 OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-2 ORGANIC 3 SA-1 12"DIA 500 500 NA 408 NA 483 NA 483 NA 97% PROCESS/ WET LAB 175 ORGANIC 4 SA-1 12"DIA 500 500 NA 489 NA 489. NA 489 NA 98% PROCESS/ WET LAB 175 ORGANIC 5 , SA-1 12"DIA 500 500 NA 413 NA 491 NA 491 NA 98% PROCESS/ WET LAB 175 ORGANIC 6 SA-1 12"DIA 500 500 NA 388 NA 479 NA 479 NA 96% PROGESS/ WET LAB 175 TOTAL 3000 3000 2735 2905 2905 0 97% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-3 ORGANIC 1 SA-1 12"DIA 500 500 NA 488 NA 496 NA 496 NA 99% PROCESS/ WET LAB 175 ORGANIC 2 SA-1 12"DIA 500 500 NA 435 NA 502 NA 502 NA 100% PROCESS/ WET LAB 175 ORGANIC 3 SA-1 12"D!A 500 500 NA 419 NA 501 NA 501 NA 100% PROCESS/ WET LAB 175 • TESTDATE:_--'--_03_-3_1-_17---'----READINGS BY: Arnis Plyavinsh Page 14 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-3 ORGANIC 4 SA-1 12"DIA 500 500 NA 488 NA 491 NA 491 NA 98% PROCESS/ WET LAB 175 ORGANIC 5 SA-1 12"DIA 500 500 NA 488 NA 503 NA . 503 NA 101% PROCESS/ WET LAB 175 ORGANIC 6 SA-1 12"DIA 500 500 NA 485 NA 498 NA 498 NA 100% PROCESS/ WET LAB 175 TOTAL 3000 3000 2803 2991 2991 0 100% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-4 ANALYTICAL . 1 SA-1 12"DIA 500 500 NA 477 NA 478 NA 478 NA 96% LAB 172 ANALYTICAL 2 SA-1 12"DIA 500 500 NA 481 NA 501 NA 501 NA 100% LAB 172 ANALYTICAL 3 SA-1 12"DIA 500 500 NA 548 NA 489 NA 489 NA 98% LAB 172 ANALYTICAL 4 SA-1 12"DIA 500 500 NA 427 NA 482 NA 482 NA 96% LAB 172 ANALYTICAL 5 SA-1 12"DIA 500 500 NA 526 NA 512 NA 512 NA 102% LAB 172 • TEST DATE: ____ 03_-3_1_-1_7_~_ READINGS BY: Amis Plyavinsh Page 15 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A - OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-4 ANALYTICAL 6 SA-1 12"DIA 500 500 NA 409 NA 499 NA 499 NA 100% LAB 172 - TOTAL 3000 3000 2868 2961 2961 0 99% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-5 POC LAB 165 1 SA-1 12"DIA 534 534 NA 573 NA 514 NA 514 NA 96% POC LAB 165 2 SA-1 12"DIA 533 533 NA 458 NA 517 NA 517 NA 97% POC LAB 165 3 SA-~ 12"DIA 533 533 NA 510 NA 529 NA 529 NA 99% POC LAB 165 4 SA-1 12"DIA 534 534 NA 453 NA 520 NA 520 NA 97% POC LAB 165 5 SA-1 12"DIA 533 533 NA 474 NA 522 NA 522 NA 98% POC LAB 165 6 SA-1 12"DIA 533 533 NA 517 NA 543 NA 543 NA 102% TOTAL 3200 3200 2985 3145 3145 0 98% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL,. CFM VEL CFM VEL CFM CFM DESIGN SAV-6 POCLAB 165 1 SA-1 12''DIA 525 500 NA 567 NA 526 NA 526 NA 100% POC LAB 165 2 SA-1 12"DIA 525 500 NA 505 NA 507 NA 507 NA 97% PQC LAB 165 3 SA-1 12"DIA 525 500 ' NA 555 NA 506 NA 506 NA 96% ~ TEST DATE: ____ 03_-3_1_-1_7 __ _ READINGS BY: Arnis Plyavinsh Page 16 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: Ionis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-6 POC LAB 165 4 SA-1 12"DIA 525' 500 NA 452 NA 504 NA 504 NA 96% POC LAB 165 5 SA-1 12"DIA 525 500 NA 492 NA 527 NA 527 NA 100% TOTAL 2625 2500· 2571 2570 2570 0 98% $ TEST DATE: ___ 0_3-_31_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 17 of 70 AHU PACKAGE UNIT TEST REPORT PROJECT NAME: '"" lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-H3 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNIT MANUF. ABSOLUTE AIRE ENERGY LABS SUPPLY CFM TOTAL 2000 1978 INC. MODEL# AA1HOHW C3744 - F CH -L SUPPLY CFM REGISTERS 2000 1978 SERIAL# -1612-9865-H3 RETURN AIR CFM NA NA FAN SHEAVE DIAM. -DD OUTSIDE AIR CFM 2000 1978 FAN BORE SIZE -DD MOTOR HZ 60 41.1 MTR. SHEAVE DIAM. -DD FAN RPM 3480 2402 MOTOR BOR.E SIZE -DD .MOTOR RPM 3480 2402 BELT CENTERLINE -DD R.L. VOLTAGE 460 491 / 490 / 492 BELT SIZE/NO. OF -DD/DD R.L. AMPS 5.8 2.7 / 2.8 / 2.8 FILTER SIZE/NO. OF -24 X24 X 2/ 1 FILTER SIZE/NO. OF -12 X 24 X 2 / 1 ·MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA BALDOR E.S.P. SUCTION NA -0.65 . HORSEPOWER NA 5 E.S.P. DISCHARGE NA 0.05 MOTORRPM NA 3480 EXTERNAL UNIT S.P. 2.0 0.70 VOLTAGE NA 460 FAN INLET NA -1.22 F.L. AMPS NA 5.8 FAN DISCHARGE NA 0.21 PHASE NA 3 TOTAL FAN S.P. 4.0 1.43 SERVICE FACTOR NA 1.15 OUTDOOR AIR FRAME NA 1.15 0.A. DAMPER POS. NA SIZE/ AREA NA/NA NA/NA FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA TEMP. RETURN/SUPPLY I I Remarks: THIS UNIT HAS DESIGN 100% OUTSIDE AIR • TEST OATE: "--' ___ 0_4_-0_3-_1 _7 _______ _ READINGS BY: Amis Plyavinsh Page 18 of 70 CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceµticals 2280 Faraday Expansion Project PROJECT LOCATION: · Carlsbad, CA SYSTEM: AHU-H3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM SUPPL.Y H-3 STORAGE 1 SWSG 15 X 11 1.11 NA 475 494 548 439 487 103% H-3 STORAGE 2 SWSG 15 X 11 1.11 NA 475 425 472 442 499 105% H-3 STORAGE 3 SWSG 15 X 11 1.11 NA 475 749 831 450 491 103% H-3 STORAGE 4 SWSG 15 X 11 1.11 NA 475 811 900 451 501 105% TOTAL 1900 2751 1978 ~ TESTDATE: ___ 04_-0_3-_17 __ _ READINGS BY: Amis Plyavinsh Page 19 of 70 AHU PACKAGE UNIT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-1 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNITMANUF. NA TRANE SUPPLY CFM TOTAL 360 581 MODEL# NA 4WCC4024A 1 00OAA SUPPLY CFM REGISTERS 360 581 SERIAL# -16505KPH9H RETURN AIR CFM 305 523 FAN SHEAVE DIAM. -DD OUTSIOE AIR CFM 55 58 FAN BORE SIZE -DD MOTOR HZ 60 60 MTR. SHEAVE DIAM. -DD FAN RPM NA NA MOTOR BORE SIZE -DD MOTOR RPM NA NA BELT CENTERLINE -DD R.L. VOLTAGE 208-230 -I 208 / - BELT SIZE/NO. OF -DD/DD R.L. AMPS 2.6 - / 1.3 / - FILTER SIZE/NO. OF -2o"x 25 X 1 / 1 FILTER SIZE/NO. OF -NA/NA MOTOR PATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA NIBEC E.S.P. SUCTION NA -0.21 HORSEPOWER NA 0.33 E.S.P. DISCHARGE NA 0.22 MOTOR RPM NA NA EXTERNAL UNIT S.P. NA 0.43 VOLTAGE NA 208/230 FAN INLET NA -0.34 F.L. AMPS NA 2.6 FAN DISCHARGE NA 0.22 PHASE NA 1 TOTAL FAN S.P. NA 0.56 SERVICE FACTOR NA NA OUTDOOR AIR FRAME NA NA O.A. bAMPER POS. 20%OPEN SIZE/ AREA NA/NA 12 X 8/ 0.67 FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA Remarks: TEMP. RETURN/SUPPLY NA/NA I TO BE USED WITH HEAT PUMPS AND AIR HANDLERS. OSA SFM WAS DETERMINED AS DIFFERENCE: TOTAL SUPPLY OUTLETS (581 CFM) MINUS TOTAL RETURN OUTLETS (523 CFM) = 58 CFM. ECM MOTOR CAN NOT TAKE ACCURATE RPM READING. FAN RUNNING AT LOW SPEED • TEST DATE: ___ 0_3_-2_9_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 20 of 70 . 11~--ZARETSKY Ii ·151 ENGtN.E·E~!NG SOLUt'iONS CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-1 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED NO. TYPE SIZE AK VEL DSGN CFM VEL CFM VEL CFM SUPPLY OFFICE 105 1 CD B"DIA 1.0 NA 120 NA 193 NA 189 158% OFFICE 104 2 CD 8"DIA 1.0 NA 120 NA 209 NA 194 162% ·oFFICE 103 3 CD 8"DIA 1.0 NA 120 NA 252 NA 198 165% TOTAL 360 654 581 REMARKS: BEST AVAILABLE AIRFLOW. FAN RUNNING AT LOW SPEED. AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM RETURN OFFICE 105 1 RG 8"DIA 1.0 NA NA NA 324 NA 177 - OFFICE 104 2 RG 8"DIA 1.0 NA NA NA 236 NA 171 - OFFICE 103 3 RG 8"DIA 1.0 NA NA NA 34 NA 175 - TOTAL 594 523 $ TES:r DATE: ____ 0_3-_29_-_17 ___ _ READINGS BY: Arnis Plyavinsh Page 21 of 70 AHU PACKAGE UNIT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project · PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-2 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL l.JNIT MANUF. NA TRANE SUPPLY CFM TOTAL 440 550 MODEL# NA 4WCC4024A 1 000AA SUPPLY CFM REGISTERS 440 550 SERIAL# -16442T009H RETURN AIR CFM 370 475 FANSHEAVE DIAM. -DD OUTSIDE AIR CFM 70 75 FAN BORE SIZE -DD MOTOR HZ 60 60 MTR. SHEAVE DIAM. -DD FAN RPM NA NA MOTOR BORE SIZE -DO MOTOR RPM NA NA BELT CENTERLINE -DD R.L. VOLTAGE 208-230 -I 208 I - BELT SIZE/NO. OF -DD/DD R.L. AMPS 2.6 -/1.3/- FIL TEA SIZE/NO. OF -20 X 25 X 1 / 1 FILTER SIZE/NO. OF -NA/NA MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA NIBEC E.S.P. SUCTION NA -0.23 HORSEPOWER NA 0.33 E.$.P. DISCHARGE NA 0.26 MOTOR RPM NA NA EXTERNAL UNIT S.P. NA 0.49 VOLTAGE NA 208-230 FAN INLET NA -0.39 F.L.AMPS NA 2.6 FAN DISCHARGE NA 0.26 PHASE NA 1 TOTAL FAN S.P. NA 0.65 SERVICE FACTOR NA NA OUTDOOR AIR FRAME NA NA O.A. DAMPER POS. 20%OPEN SIZE/ AREA NA/NA 12 X 8 / 0.67 FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA I NA / NA / NA / NA Remarks: TEMP. RETURN/SUPPLY I I OSA SFM WAS DET~RMINED AS DIFFERENCE: TOTAL SUPPLY OUTLETS (550 CFM) MINUS TOTAL RETURN OUTLETS (475 CFM) = 75 CFM. ECM MOTOR CAN NOT TAKE ACCURATE RPM READING. FAN RUNNING AT LOW SPEED • TEST DATE: ___ 0_3-_29_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 22 of 70 CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-2 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM .. SUPPLY OPEN OFFICE 1 CD 8"DIA 1.0 NA 120 NA 250 NA 153 127% 100 OPEN OFFICE 2 CD 8''.DIA 1.0 NA 120 NA 244 NA 152 127% 100 OFFICE 102 3 CD 8"DIA 1.0 NA 200 NA 245 NA 245 123% TOTAL 440 739 550 REMARKS: BEST AVAILABLE AIRFLOW. FAN RUNNING AT LOW SPEED. AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED NO. TYPE SIZE AK VEL CFM VEL CFM DSGN VEL CFM RETURN OPEN OFFICE 1 RG 8''DIA 1.0 NA NA NA 229 NA 132 - 100 OPEN OFFICE 2 RG 8"DIA 1.0 NA NA NA 211 NA 132 - 100 OFFICE 102 3 RG 8"DIA 1.0 NA NA NA 212 NA 220 - TOTAL 652 484 $ TESTDATE:·_ ---'--0_3_-2_9_-1_7 __ _ READINGS BY: · Amis Plyavinsh Page 23 of 70 AHU PACKAGE UNiT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-3 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNIT MANUF. NA TRANE SUPPLY CFM TOTAL 920 948 MODEL# NA 4WCC4030A 1 00OAA SUPPLY CFM REGISTERS 920 948 SERIAL# -17013P6N9H RETURN AIR CFM 780 805 FAN SHEAVE DIAM. -NA OUTSIDE AIR CFM 140 143 FAN BORE SIZE -NA MOTOR HZ 60 60 MTR. SHEAVE DIAM. -NA FAN RPM NA NA MOTOR BORE SIZE -NA MOTOR RPM NA NA BELT CENTERLINE -NA R.L. VOLTAGE 208-230 - / 208 I - BELT SIZE/NO. OF -NA/NA R.L. AMPS 4.1 - / 2.1 / - FILTER SIZE/NO. OF -20 X 25 X 1 / 1 FILTER SIZE/NO. OF -NA/NA MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA NA E.S.P. SUCTION NA -0.22 HORSEPOWER NA 0.5 E.S.P. DISCHARGE NA 0.29 MOTOR RPM NA NA EXTERNAL UNIT S.P. NA 0.51 VOLTAGE NA 208-230 FAN INLET NA -0.49 F.L.AMPS NA 4.1 FAN DISCHARGE NA 0.29 PHASE NA 1 TOTAL FAN S.P. NA 0.71 SERVICE FACTOR NA NA OUTDOOR AIR FRAME NA NA O.A. DAMPER POS. 20%OPEN SIZE/ AREA NA/NA 12 X 8 / 0.67 FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA Remarks: , •r=it..l TEMP. RETURN/SUPPLY I I OSA SFM WAS DETERMINED AS DIFFERENCE: TOTAL SUPPLY OUTLETS (948 CFM) MINUS TOTAL RETURN OUTLETS (805 CFM) = 143 CFM. ECM MOTOR CAN NOT TAKE ACCURATE RPM READING. FAN RUNNING AT LOW SPEED. TEST DATE: 03-29-17 READINGS BY: Arnis Plyavinsh ---------Page 24 of 70 CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED NO. TYPE SIZE AK VEL DSGN CFM VEL CFM VEL CFM SUPPLY OPEN OFFICE 1 CD 6"DIA 1.0 NA 100 NA 132 NA 105 105% 100 OPEN OFFICE 2 CD 6"DIA 1.0 NA 100 NA 83 NA 100 100% 100 OPEN OFFICE 3 CD 6"DIA 1.0 NA 100 NA 88 NA 105 105% 100 OPEN OFFICE 4 CD 6"DIA 1.0 NA 100 NA 89 NA 105 105% 100 OPEN OFFICE 5 CD 8"DIA 1.0 NA 120 NA 188 NA 124 103% 100 ·OPEN OFFICE 6 CD 6"DIA 1.0 NA 100 NA 86 NA 100 100% 100 OPEN OFFICE 7 CD 6"DIA 1.0 NA 100 NA 103 NA 101 101% 100 OPEN OFFICE 8 CD 6"DIA 1.0 NA 100 NA 100 NA 105 105% 100 OPEN OFFICE 9 CD 6"DIA 1.0 NA 100 NA 115 NA 103 103% 100 TOTAL . 920 984 948 • TESTDATE: __ "--_0_3-_29_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 25 of 70 CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: ·HP-3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED TYPE DSGN NO. SIZE AK VEL CFM VEL CFM VEL CFM RETURN OPEN OFFICE 1 RG 10"DIA 1.0 NA NA NA 388 NA 275 - 100 OPEN OFFICE 2 RG 10"DIA 1.0 NA NA NA 312 NA 266 - 100 OPEN OFFICE 3 RG 10"DIA 1.0 NA NA NA 271 NA 264 - 100 TOTAL 971 805 • TEST DATE: _~_0_3-_29_-1_7 __ ~ READINGS BY: -----------Amis Plyavinsh Page 26 of 70 FAN TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project . PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/ 1 B / 1 C MANUFACTURER GREENHECK MODEL VK-HD-22-A 100 SERIAL NO. 14856894/14856895/14856896 CONDITIONS REQUIRED ACTUAL TOTALCFM 21000 19735 FAN STATIC PRESSURE TOTAL 3.0 .65 FAN INLET PRESSURE NA -0.56· · FAN DISCHARGE PRESSURE NA 0.09 MOTOR MANUFACTURER BALDOR BALDOR MOTOR HP (3) 10 (3) 10 MOTOR RPM / HZ 1760 60 1780 60 MOTOR VOLTAGE/ PHASE 460 3 492 3 MOTOR FLA (3) 12.5 I (3) 12.5 I (3) 12.5 8.0 I 7.9 I 8.0 SERVICE FACTOR 1.15 MOTOR FRAME 215TC · FAN RPM 1055 1780 NUMBER OF SPEEDS VFD SPEED SETTING NA Remarks: · TWO EXHAUST FANS ARE RUNNING ONE EXHAUST FAN IS OFF • TEST DATE: ___ 0_4-_03_-1_7 __ _ READINGS BY: Arnis Plyavinsh Page 27 of 70 .ROUND DUCT TRAVERSE TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EAV-1-1 SERVICE: SUPPLY CORR. FACTOR: 1.0 DUCT REQUIRED ACTUAL SCFM(SUS) SCFM(SUS) SIZE 12 AREA .79 FPM 668 CFM 525 FPM 736.06 CFM 578 I I 735 I 646 I 647 I 653 787 719 696 716 I 720 I I 746 772 704 I 777 I 773 I 788 I 798 I Remarks: $ TEST DATE: ___ 0_3-_31_-1_7~--READINGS BY: Amis Plyavinsh Page 28 of 70 TERMINAL BOX TEST · PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: REQUIRED FINAL BOX# AFMULT MAX MIN MAX MIN % CFM CFM CFM CFM DESIGN EAV-1-1 300 300 187 187 62% EAV-1-2 300 300 223 223 74% EAV-1-3 300 300 192 192 64% EAV-1-4 300 300 - EAV-1-5 300 300 457 457 152% EAV-1-6 300 300 157 157 52% EAV-3-1 790 790 956 956 121% EAV-3-2 790 790 997 997 126% . EAV-3-3 790 790 1062 1062 134% EAV-4-1 1100 1100 1391 1391 126% EAV-4-2 1100 1100 1352 1352 123% EAV-4-3 1100 1100 1371 1371 125% EAV-4-4 1100 1100 1464 1464 133% EAV-4-5 1100 1100 1332 1332 121% EAV-4-6 1100 1100 1344 1344 122% EAV-5-1 1430 1430 1473 1473 103% EAV-5-2 1430 1430 1442 1442 101% EAV-5-3 1430 1430 1485 1485 104% EAV-6 1800 1800 1810 1810 101% EAV-7-1 1000 250 259 - EAV-7-2 1000 250 256 - EAV-7-3 1000 250 265 - ~ TEST DATE: ___ 0_3_-3_1_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 29 of 70 TERMINAL BOX TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad; CA SYSTEM: REQUIRED FINAL BOX# AFMULT MAX MIN MAX MIN % CFM CFM CFM CFM DESIGN EAV-7-4 1000 250 260 - TOTAL 20860 17860 18695 19735 90% $ TESTDATE: ___ 0_3_-3_1_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 30 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad; CA SYSTEM: EF-1N1B/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-1 ORGANIC 1 SNKL 8"DIA 300 300 390 187 390 187 390 187 NA 62% PROCESS/ WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-2 ORGANIC 1 SNKL 8"DIA 300 300 465 223 465 223 465 223 NA 74% PROCESS/ WET LAB 175. REMARKS: BEST AVAILABLE AIRFLOW OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE' CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-3 nRGANIC 1 . SNKL 8"DIA 300 300 . 400 192 400 192 400 192 NA 64% PROCESS/ WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW • TESTDATE:....c..· ___ 03_-3_1_-1_7 __ _ READINGS BY: Arnis Plyavinsh Page 31 of 70 VAV AIR OUTLET TEST R.EPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1N1B/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-4 ORGANIC 1 SNKL 8"DIA 300 300 (} 0 0 0 0 0 NA 00% PROCESS/ WET LAB 175 REMARKS: AT TIME OF TAB: EQUIPMENT IS NOT CONNECTED TO THE DUCT. CONTROL WORK IS NOT DONE. OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV.;1·5 · ORGANIC 1 SNKL 8"DIA 300 300 1305 457 1305 457 1305 457 NA 152% PROCESS/ WET LAB 175 REMARKS: AT TIME OF TAB: EQUIPMENT IS NOT CONNECTED TO THE DUCT. OUTLET DESIGN PRELIMINARY FINAL . AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED . NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-6 ORGANIC 1 SNKL 4"DIA 300 300 1740 157 1740 157 1740 157 NA 52% PROCESS/ WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW • TESTDATE:~. ___ 0_3-_31_-_17 ___ -"-READINGS BY: Amis Plyavinsh Page 32 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1N1B/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-3-1 ORGANIC 1 FUME 12"DIA 790 790 1226 956 1226 956 1226 956 NA 121% PROCESS/ HOOD WET LAB 175 REMARK$: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN , PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN . EAV-3-2 ORGANIC 1 FUME 14"DIA 790 790 932 997 932 997 932 997 NA 126% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. ·TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-3-3 ORGANIC 1 FUME 12"PIA 790 790 1362 1062 1362 1062 1362 1062 NA 134% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED • TESTDATE: ____ 0_3-_31_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 33 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 B/1 C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-1 ORGANIC 1 FUME 14"DIA 1100 1100 1300 1391 1300 1391 1300 1391 NA 126% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD ISNOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-2 ORGANIC 1 FUME 14"DIA 1100 1100 1264 1352 1264 1352 . 1264 1352 NA 123% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM . MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-3 ORGANIC 1 FUME 14"DIA 1100 1100 1282 1371 1282 1371 1282 1371 NA 125% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED ~ TEST DATE: ____ 0_3-_31_-_17_· __ _ READINGS BY: Arnis Plyavinsh Page 34 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion P~oject PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 B/1 C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-4 ORGANIC 1 FUME 14"DIA 1100 1100 1368 1464 1368 1464 1368 1464 NA 133% PROCESS/ HOOD WET LAB175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV~4-5 'J ORGANIC 1 FUME 14"DIA 1100 1100 1245 1332 1245 1332 1245 1332 NA 121% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY· FINAL ' I MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT AREA %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-6 ORGANIC 1 FUME 14"DIA 1100 1100 1256 1344 1256 1344 1256 1344 NA 122% PROCESS/ HOOD WET LAB 175 RE;MARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED • TEST DATE: ___ 0_3_-3_1-_1_7 __ _ READINGS BY: Amis Plyavinsh Page 35 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1A/18/1 C - OUTLET DESIGN PRELIMINARY FINAL · AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-5-1 POC LAB 165 1 FUME 12 X 18 1430 1430 1054 1581 982 1473 982 1473 NA 103% HOOD REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-5-2 PbC LAB 165 1 FUME 12 X 18 1430 1430 1049 1573 961 1442 961 1442 NA 101% HOOD REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE; CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-5-3 POC LAB 165 1 FUME 12 X18 1430 1430 1093 1639 990 1485 990 1485 NA 104% HOOD REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED ·~ TEST DATE: -~-03_-3_1-_17 __ _ READINGS BY: Amis Plyavinsh Page 36 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 8/1 C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM. VEL CFM VEL CFM CFM DESIGN EA'/-6 POC LAB 165 1 FUME 12 X24 1800 1800 1088 2176 905 1810 905 1810 NA 101% HOOD REMARKS: AT TIME OF TAB: FUME HOOD !SNOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-7-1 VE 9051 1 EG 11 X 12 NA NA 72 53 72 53 NA - VE 9051 2 SWEG 11 X 12 1000 250 282 206 NA 282 206 NA - TOTAL 1000 2S0· 259 0 259 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET. OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-7-2 VE 9051 1 EG 11 X 12 NA NA 74 54 NA - VE 9051 2 SWEG 11 X 12 1000 250 277 202 NA - TOTAL 1000 250 0 0 256 0 ·00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET. • TEST bATE: ___ 0_3-_31_-1_7 __ ---'-READINGS BY: Amis Plyavinsh Page 37 of 70 .. Iii· ZARETSKY fj Is) ENcHNE:ERtNG SOLUTtCiNS VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1N1B/1C -· OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-7-3 VE 9041 1 EG 11 X 12 NA NA 88 64 NA - VE 9041 2 SWEG 11 X 12 1000 250 276 201 NA - TOTAL "1000 250 0 0 265 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET. OUTLET OESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM . CFM VEL OFM VEL CFM VEL CFM CFM DESIGN EAV-7-4 VE 9041 1 EG 11 X 12 NA NA 83 61 NA - ; VE 9041 2 SWEG 11 X 12 1000 250 272 199 NA - TOTAL "1000 250 0 0 260 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET . • TEST DATE: ___ 03_-3_1-_17 __ _ READINGS BY: Amis Plyavinsh Page 38 of 70 FAN TEST PROJECT NAME: lonis Pharmaceµticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-H3 MANUFACTURER GREEN HECK MODEL VK-HD-18-A30 SERIAL NO. 14856891 CONDITIONS REQUIRED ACTUAL TOTALCFM 2100 2283 FAN STATIC PRESSURE TOTAL 2.5 .57 FAN INLET PRESS,URE NA -0.45 FAN DISCHARGE PRESSURE NA 0.12 MOTOR MANUFACTURER BALDOR BALDOR MOTOR HP 3 3 MOTOR RPM / HZ 1755 60 1321 44.9 :MOTOR VOLTAGE / PHASE 460 3 491 3 MOTOR FLA 4.1 I 4.1 I 4.1 2.3 I 2.4 I 2.4 $ERVICE FACTOR 1.15 MOTOR FRAME 182TC FAN RPM NA 1321 NUMBER OF SPEEDS VFD SPEED SETTING NA Remarks: $ TEST DATE: _____ 0_4-_03_~1_1 __ _ READINGS BY: Amis Plyavinsh Page 39 of 70 ROUND DUCT TRAVERSE TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-H3 / TOTAL . SERVICE: H-3 STORAGE CORR. FACTOR: 1.0 DUCT REQUIRED ACTUAL SCFM(SUS) SCFM(SUS) SIZE 20 AREA 2.18 FPM 963 CFM 2100 FPM 994.00 CFM 2169 I 852 I I 837 I ·1 908 I I 930 I I '001 I 1016 1157 985 1085 1090 1123 964 1075 1113 1125 1106 1123 1112· 1130 Remarks: $ TESTDATE: ___ 0_4_-0_3_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 40 of 70 CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-H3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM EXHAUST H-3 STORAGE 1 HOOD 15X24 NA 1500 - H-3 STORAGE 2 SWEG 8X8 NA 300 - H-3 STORAGE 3 SLOT 8"DIA NA 300 - HOOD TOTAL 2j00 REMARKS: AT TIME OF TAB: HOOD IS NOT INSTALLED. SEE TRAVERSE UNIT FOR TOTAL CFM. • TEST ,DATE: ---'----04_-0_3_-1_7 __ ~ READINGS BY: Amis Plyavinsh Page 41 of 70 HYDRONIC BALANCING VALVE & COIL TEST DATA PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project . PROJECT LOCATION: Carlsbad, CA SYSTEM: CHILLED WATER ROOM NO. VALVE VALVE DESIGN ACTUAL ACTUAL ACTUAL ACTUAL ACTUAL %OF Actual I SIZE SETTING FLOW VALVE FLOW AIFLOW EAT LAT DSGN Design TYPE (GPM) WPD(PSI) (GPM) AHU-1A AHU-1A 170 0.06 17278 - AHU-H3 IMI 0 24 82 18.5 1978 77% UA-150(7) TOTAL 194.0 18.5 10% REMARKS: AT TIME OF TAB: 1.AIR IN THE SYSTEM 2. MAKE UP WATER STATION CONDITION FOUND: ALL VALVES ARE CLOSED • TESTDATE: ____ 04_-0_3_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 42 of 70 HYDRONIC BALANCING VALVE & COIL TEST DATA PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HEATING HOT WATER ROOM-NO. VALVE VALVE DESIGN ACTUAL ACTUAL ACTUAL ACTUAL ACTUAL· %OF Actual I SIZE SETTING FLOW VALVE FLOW AIFLOW EAT LAT DSGN Design TYPE (GPM) WPD(PSI) (GPM) REHEATS AHU-1A IMI 45%OPEN 22.5 118 22.5 17278 60 81 100% UA-200(7) AHU-H3 IMI 50%OPEN 4.75 78 4.8 "1978 60 83 101% UA-100{5) SAV-1 B & G 3/4" 50 0.2 35 0.8 2688 52 98 400% SAV-2 B & G 3/4" 50 0.7 38· 0.8 2905 52 93 114% SAV-3 B & G 3/4" 50 0.2 35 0.8 2991 52 99 400% SAV-4 B & G 3/4" 50 0.7 37 0.8 2961 52 94 114% SAV-5 B & G 3/4" 50 0.6 32 0.77 3145 52 93 128% ' SAV-6 B & G 3/4" 50 0.7 34 0.8 2570 52 95 114% TOTAL 30.3 32.1 106% • TEST DATE: ___ 0_4_-0_3-_1_7 __ _ READINGS BY: Amis Plyavinsh Page 43 of 70 SEE HAZMAT REPORT SCANN.ED SEPARATLEY lonis Pharmaceuticals 2280 Faraday Expansion Project Carlsbad, CA PRELIMINARY TAB REPORT by ZARETSKY ENGINEERING SOLUTIONS 16520 HARBOR BLVD., SUITE F FOUNTAIN VALLEY, CA 92708 PHONE: 714-640-3530 FAX: 714-640-3529 04-07-17 RECEfVED APR 2 7 2017 CITY OF CARLSBAD BUILDING DIVISION Page 1 of 70 Table of Contents SECTION ONE: ...................................... TAB REPORT SECTION TWO: ..................................... PROCEDURES SECTION THREE: ................................. COMPANY RESUME SECTION FOUR: ................................... INSTRUMENTATION . SECTION FIVE: ..................................... DRAWINGS Page 2 of 70 Ii _ ZARE-TS KY FA El ENGJNEE:RINE SOLUTIONS TEST, ADJUST AND BALANCE REPORT PROJECT ARCHITECT 04-07-17 lonis Pharmaceuticals 2280 Faraday Expansion Project 2280 Faraday Ave. Carlsbad, CA 92008 CAB St. Louis, MO 63141 ENGINEER CAB --------------- St. Louis, MO 63141 CONTRACTOR Pacific Rim Mechanical San Diego, CA Page 3 of 70 Jie1 ~~E~t~!}:!T~x CERTIFICATION PROJECT: Ion is Pharmaceuticals 2280. Faraday Expansion Project ADDRESS: Carlsbad, CA THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCE, ARE NOTED IN THE TEST-ADJUST-BALANCE REPORT PROJECT SUMMARY. ·THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCE:DURAL STANDARDS FOR TESTING, ADJUSTING, BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB TAB f=IRM: Zaretsky Engineering Solutions REG. NO.: 3001 CERTIFIED BY: National Environmental Balancing Bureau DATE: 1995 SUBMITTED & CERTIFIED BY: Roman Zaretsky NEBB TAB FIRM: Zaretsky Engineering Solutions TAB TECHNICIANS: Ryan Hughes; Arnis Plyavinsh . . TAB SUPERVISOR: Roman Zaretsky ----------------------- REG. NO.: 3001 SIGNATURE: DATE: 04-07-17 CERTIFICATION EXPIRATION DATE: 3/31/2017 Page4 of 70 Ii ZARETSKY ti .(§J ENGtNEERlNG S,OLUTi:CiNS INDEX Index .................................................................................................................................... . Abbreviations ....................................................................................................................... . Gnrl Notes AHU Pkg Unit Coil Velocity Round Duct Terminal Box VAVAirOut AHU Pkg Unit Air Outlet AHU Pkg Unit Air Outlet AHU Pkg Unit Air Outlet AHUPkg Unit Air Outlet Fan Test Round Duct Terminal Box VAVAirOut Fan Test ·Round Duct Air Outlet Balance Va.Ive Balance Valve TAB SUMMARY .... , ....................................................................... . AHU-1A ......................................................................................... . AHU-1A ........................................................................................ .. SAV-6 / REG#1 ............................................................................. . AHU-1A ......................................................................................... . AHU-1A ......................................................................................... . AHU-H3 ......................................................................................... . AHU-H3 ......................................................................................... . HP-1 ............................................................................................. .. HP-1 .............................................................................................. . HP-2 .............................................................................................. . HP-2 .........................................•..................................................... HP-3 .............................................................................................. . HP-3 .............................................................................................. . EF-1A / 1 B / 1 C ................................ , ........................................... .. EAV-1-1 ........................................................................................ .. EF-1 A/1B/1 C ................................................................................. . EF-1A/1 B/1 C ................................................................................. . EF-H3 ............................................................................................ . EF-H3 / TOT AL. ................................................................ : ........... . EF-H3 .................................. : ......................................................... . CHILLED WATER ......................................................................... . HEATING· HOT WATER ................................................................ . PAGE 5 6-7 8 9 10 11 12 13-17 18 19 20 21 22 23 24 25-26 27 28 29-30 31-38 39 40 41 42 43 Page 5 of 70 ta ZARETSKY fA .(§) E:N.f3.JNEERlN:t3 SO LUTltJ NS ABBREVIATIONS AIR DISTRIBUTION CODES AB ................................................................................................. AIR BAR CD ................................................................................................. CEILING DIFFUSER CG .............•................................................................................... CEILING GRILLE CR .....................•.......................•................................................... CEILING REGISTER cv ................................................................................................. CONSTANT VOLUME DO .......................................................•......................................... DUCT OPENING Di .............. : ..... : ............................................................................ DUCT TRAVERSE EG .................................................................................................. EXHAUST GRILLE ER ................................................................................................. EXHAUST REGISTER FC ................................................................................................. FAN COIL FG ............................................................................. · ..................... FLOOR GRILLE FR ........................................ : ........................................................ FLOOR REGISTER FH ................................................................................................. FUME HOOD HO .................................................................................................. HOOD OPENING L T ................................................................................................... LIGHT TROFFER LD .................................................................................................. LINEAR· DIFFUSER LR ................................................................................................. LINEAR RETURN OA ................................................................................................. OUTSIDE AIR RG ................................................................................................. RETURN GRILLE RR ................................................................................................. RETURN REGISTER so .................................................................................................. sc·REENED OPENING SG ................................................................................................. SUPPL Y GRILLE Page 6 of 70 SR ................................................................................................. SUPPL Y REGISTER VAV ............................................................................................... VARIABLE AIR VOLUME REPORTING CODES DNA .............................................................................................. DATA NOT AVAILABLE DNL ............................................................................................... DATA NOT LISTED DX ................................................................................................. DIRECT EXPANSION * ..................................................................................................... MEASURED WITH FLOW HOOD NG ................................................................................................. N·ATURAL GAS NA ......... .'. ...................................... , .... :.~ ........................................ NOT APPLICABLE . NI .................................................................................................. NOT INSTALLED NM ..................... _ ........................................................................... NOT MEASURED NS ................................................................................................. NOT SPECIFIED NT .................................................................. ~ .............................. NOT TESTED, DUE TO ABNORMAL CONDITION NVL ............................................................................................... NOT VALID LOCATION FOR ACCURATE TEST Page 7 of 70 .. Iii ZARETSKY II fa ENGINEERING SCILUTldNS General Notes PROJECT NAME: j 1onis Pharmaceuticals 2280 Faraday Expansion Project 1. UNLESS OTHERWISE NOTED, INDICATED CFM IS AT STANDARD CONDITIONS. 2. DESIGN CFM OBTAINED FROM THE PLAN DRAWINGS. 3. FLOW HOOD USED ON ALL CEILING SUPPLY AND RETURN TERMINAL UNITS, AND SIDEWALL REGISTER AND GRILLES WHERE APPLICABLE. 4. CORRECITON FACTORS HAVE BEEN APPLIED TO ALL VALUES s·HoWN IN TEST FPM COLUMN ON THE OUTLET TEST SHEET. 5. PITOT READINGS ARE SHOWN ON DUCT TRAVERSE TEST SHEET. 6. WHERE FLOW HOOD CANNOT BE USED, VELOCITIES WERE MEASURED WITH A ROTATING VANE ANEMOMETER, OR AN AIRDATA MULTIMETER AND THE PROPER AK FACTOR APPLIED TO ESTABLISH CFM. • TEST DATE: ___ 0_4_-0_3-_1_7 __ _ READINGS BY: Amis Plyavinsh Page 8 of 70 _Jii Z.A.RETS KY g •(§1 EN.gIIN:E:ERlN.t.B S.OLUTIONS AHUPACKAGEUNITTESTAEPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A UNl"(DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNIT MANUF. TRANE ENERGY LABS SUPPLY CFM TOTAL 20000 17278 INC. MODEL# CLIMATE C92102 - F C H -L SUPPLY CFM REGISTERS 17325 17229 CHANGER SERIAL# -1612-9865-1 A RETURN AIR CFM NA NA FAN SHEAVE DIAM. -DD OUTSIDE AIR CFM 20000 17278 FAN BORE SIZE -DD MOTOR HZ 60 55.2 MTR. SHEAVE DIAM. -DD FAN RPM 1770 1661 .. MOTOR BORE SIZE -DD MOTOR RPM 1770 1661 BELT CENTERLINE -DD R.L. VOLTAGE 460 491 / 492 / 492 BELT SIZE/NO. OF -DD/DD R.L. AMPS 9.5 5.8 I 5.7 I 5.8 FIL TEA SIZE/NO. OF -24 X 24 X 2 I 12 FILTER SIZE/NO. OF -12 X24X2/ 4 MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA BALDOR E.S.P. SUCTION NA -0.30 HORSEPOWER NA 7.5 (4) E.S.P. DISCHARGE NA 1.42 MOTOR RPM NA 1770 EXTERNAL UNIT S.P. 3.0 1.72 VOLTAGE NA 460 FAN INLET NA -0.81 F.L. AMPS NA 9.5 (4) FAN DISCHARGE NA 1.57 PHASE NA 3 TOTAL FAN S.P. 4.5 2.38 SERVICE FACTOR NA 1.15 OUTDOOR AIR FRAME NA 1.15 O.A. DAMPER POS. NA SIZE/ AREA NA/NA NA/NA FAN ROTATiON VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA TEMP. RETURN/SUPPLY I I Remarks: THIS UNIT HAS DESIGN 100% OUTSIDE AIR • TEST DATE: ___ 0_4_-0_3-_17 ___ _ READINGS BY: Arnis Plyavinsh Page 9 of 70 AHU PACKAGE UNIT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A UNIT DATA Dl;SIGN ACTUAL TEST DATA DESIGN ACTUAL UNIT MANUF. TRANE ENERGY LABS SUPPLY CFM TOTAL 20000 17278 INC. MODEL# CLIMATE C92102 -F C H -L SUPPLY CFM REGISTERS 17325 17229 CHANGER SERIAL# -1612-9865-1A RETURN AIR CFM NA NA FAN SHEAVE DIAM. -DD OUTSIDE AIR CFM 20000 17278 FAN BORE SIZE -DD MOTOR HZ 60 55.2 MTR. SHEAVE DIAM. -DD FAN RPM 1770 1661 MOTOR BORE SIZE -DD MOTOR RPM 1770 1661 BELT CENTERLINE -DD R.L. VOLTAGE 460 491 / 492 / 492 BELT SIZE/NO. OF -DD/DD R.L. AMPS 9.5 5.8 I 5.7 I 5.8 FILTER SIZE/NO. OF -24 X 24 X 2/ 12 FILTER SIZE/NO. OF -12X 24X4/ 4 MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL . MOTOR MANUF. NA BALDOR E.S.P. SUCTION NA -0.30 HORSEPOWER NA 7.5 (4) E.S.P. DISCHARGE NA 1.42 MOTOR RPM NA 1770 EXTERNAL UNIT S.P. 3.0 1.72 VOLTAGE NA 460 FAN INLET NA -0.81 F.L. AMPS NA 9.5 (4) FAN DISCHARGE NA 1.57 PHASE NA 3 TOTAL FAN S.P. 4.5 2.38 SERVICE FACTOR NA 1.15 OUTDOOR AIR FRAME NA 1.15 OA DAMPER POS. NA SIZE/ AREA NA/NA NA/NA FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA TEMP. RETURN/SUPPLY I I Remarks: THIS UNIT HAS DESIGN 100% OUTSIDE AIR • TEST DATE: ____ 0_4-___ 03_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 9 of 70 Ii Z.ARETS KY fA lei ENI31N:EERlN-:(3 SOLUTIONS COIL VELOCITY READING REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A COIL DATA DESIGN ACTUAL LOCATION ROOF ROOF SERVICE LABS LABS HEIGHT/ WIDTH NA I NA 84 I 87 COIL AREA(SQ FT) -48.21 AREA CORRECTION NA 0.95 FACE VELOCITY(FPM) -358.38 TOTALCFM 17325 17278.40 ACTUAL VELOCITY READINGS POS 1 2 3 4 5 6 7 8 9 10 11 12 1 422 410 384 409 397 368 325 2 383 352 377 322 378 329 334 3 442 339 394 361 386 370 321 4 314 342 355 311 339 293 310 5 385 405 392 307 369 353 331 6 349 341 400 456 393 380 343 7 394 394 381 284 346 369 386 8 317 344 319 322 345 297 300 9 10 11 12 Remarks: $ TEST DATE: ~--0_3_-3_1-_17 ___ _ READINGS BY: Amis Plyavinsh Page 10 of 70 ROUNDDUCTTRAVERSETESTREPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA .. SYSTEM: SAV-6 / REG#1 ' SERVICE: SNKL CORR. FACTOR: 1.0 DUCT REQUIRED ACTUAL SCFM(SUS) SCFM(SUS) SIZE 8 AREA .35 FPM 859 CFM 300 FPM 591.06 CFM 206 I I 735 I 588 I 535 I 5~1 787 + 524 t 499 515 539 704 540 519 477 798 Remarks: VELGRID READING: 390 FPM. AK=0.48 ~ TEST DATE: ____ 0_3-_31_-_17_--,-__ READINGS BY: Amis Plyavinsh Page 11 of 70 TERMINAL BOX TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: - REQUIRED FINAL BOX# AFMULT MAX MIN MAX MIN % CFM CFM CFM CFM DESIGN SAV-1 2500 2500 2688 2688 108% SAV-2 3000 3000 2905 2905 97% SAV-3 3000 3000 2991 2991 100% SAV-4 3000 3000 2961 2961 99% SAV-5 3200 3200 3145 3145 98% ·SAV-6 2625 2500 2570 2570 98% TOTAL 17325 17200 17260 17260 100% • TESTDATE: ___ 0_3_-3_1·_1_7 __ _ READINGS BY: Amis Plyavinsh Page 12 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-1 ORGANIC 1 SA-1 12"DIA 500 500 NA 612 NA 547 NA 547 NA 109% PROCESS/ WET LAB 175 ORGANIC 2 SA-1 12"DIA 500 500 129 625 111 538 111 538 NA 108% PROCESS/ WET LAB 175 ORGANIC 3 SA-1 12"DIA 500 500 NA 429 NA 546 NA 546 NA 109% PROCESS/ WET LAB 175 ORGANIC 4 S.A-1 12"DIA 500 500 NA 500 NA 526 NA 526 NA 105% PROCESS/ WET LAB 175 ORGANIC 5 SA-1 12"DIA 500 500 NA 491 NA 531 NA 531 NA 106% PROCESS/ WET LAB 175 TOTAL 2500 2500 2657 2688 2688 0 108% REMARKS: ACCESS TO THE REGISTER# 2 IS BLOCKED BY PIPES. AIRFLOW READING TAKEN BY VELGRID OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-2 ORGANIC 1 SA-1 12"DIA 500 500 NA 504 NA 483 NA 483 NA 97% PROCESS/ WET LAB 175· ... , ORGANIC 2 SA-1 12"DIA 500 500 NA 533 NA 480 NA 480 NA 96% PROCESS/ WET LAB 175 • TEST DATE: _____ 0_3_-3_1-_17 _______ _ READINGS BY: Amis Plyavinsh Page 13 of 70 . Ii .ZARETSKY ti El ENGiliNEERIN:t:3 S;tJLUT&'ONS VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF $ERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-2 ORGANIC 3 SA-1 12"DIA • 500 500 NA 408 NA 483 NA 483 NA 97% PROCESS/ . ·WET LAB 175 ORGANIC 4 SA-1 12"DIA. 500 500 NA 489 NA 489 NA 489 NA 98% PROCESS/ WET LAB 175 ORGANIC 5 SA-1 12"DIA 500 500 ·NA 413 NA 491 NA 491 NA 98% PROCESS/ WET LAB 175 ORGANIC 6 SA-1 12"DIA 500 500 NA 388 NA 479 NA 479 NA 96% PROCESS/ WET LAB 175 TOTAL 3000 3000 2735 2905 2905 0 97% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-3 ORGANIC 1 SA-1 12"DIA 500 500 NA 48!3 NA 496 NA 496 NA 99% PROCESS/ WET LAB 175 ORGANIC 2 SA-1 12"DIA 500 500 NA 435 NA 502 NA 502 NA 100% PROCESS/ WET LAB 175 ORGANIC 3 SA-1 12"DIA 500 500 NA 419 NA 501 NA 501 NA 100% PROCESS/ WET LAB 175 • TEST DATE: ___ 0_3 ____ -3_1-__ 17 _____ _ READINGS BY: Amis Plyavinsh Page 14 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT L,OCATION: Carlsbad, CA SYSTEM: AHU-·1A OUTLET -DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE ' SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-3 ORGANIC 4 SA-1 12"DIA 500 500 NA 488 NA 491 NA 491 NA 98% PROCESS/ WET LAB 175 ORGANIC 5 SA-1 12"DIA 500 500 NA 488 NA 503 NA 503 NA 101% PROCESS/ WET LAB 175 ORGANIC 6 SA-1 12"DIA 500 500 NA 485 NA 498 NA 498 NA 100% PROCESS/ WET LAB 175 · TOTAL 3000 3000 2803 2991 2991 0 100% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-4 ANALYTICAL 1 SA-1 12"DIA 500 500 NA 477 NA 478 NA 478 NA 96% LAB 172 . - ANALYTICAL 2 SA-1 12"DIA 500 500 NA 481 NA 501 NA 501 NA 100% LAB 172 ANALYTICAL 3 SA-1 12"DIA 500 500 NA 548 NA 489 NA 489 NA 98% LAB 172 ANALYTICAL 4 SA-1 12"DIA 500 500 NA 427 NA 482 NA 482 NA 96% LAB 172· ANALYTICAL 5 SA-1 12"DIA 500 500 NA 526 NA 512 NA 512 NA 102% LAB 172 • TESTDATE: ___ 0_3_-3_1-_1_7 __ _ READINGS BY: Amis Plyavinsh Page 15 of 70 Ci ZARETSK'Y fj . El ENE:HNEERJ'NG SOl.,..UTLDNS VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A .. .. OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE 'CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN , SAV-4 ANALYTICAL 6 SA-1 12"DIA 500 500 NA 409 NA 499 NA 499 NA 100% LAB 172 TOTAL 3000 3000 2868 2961 2961 0 99% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE; SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-5 . POC LAB 165 1 SA-1 12"DIA 534 534 NA 573 NA 514 NA 514 NA 96% POC LAB 165· 2 SA-1 12"DIA 533 533 NA 458 NA 517 NA 517 NA 97% POC LAB 165 3 SA-1 12"DIA 533 533 NA 510 NA 529 NA 529 NA 99% POC LAB 165 :4 SA-1 12"DIA 534 534 NA 453 NA 520 NA 520 NA 97% POC LAB 165 5 SA-1 12"DIA 533 533 NA 474 NA 522 NA 522 NA 98% POC LAB 165 6 SA-1 12"DIA 533 533 NA 517 NA 543 NA 543 NA 102% TOTAL 3200 · 3200 2985 3145 3145 0 98% OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN · MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-6 POC LAB 165 1 SA-1 12"DIA 525 500 NA 567 NA 526 NA 526 NA 100% POC LAB 165 2 SA-1 12"DIA 525 500 NA 505 NA 507 NA 507 NA 97% POC LAB 165 3 SA-1 12"DIA 525 500 NA 555 NA 506 NA 506 NA 96% • TESTDATE: ___ 0_3_-3_1-_1_7-__ _ READINGS BY: Amis Plyavinsh Page 16 of 70 VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-1A OUTLET DESIGN -PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN SAV-6 POC LAB 165 4 SA-1 12"DIA 525 500 NA 452 NA 504 NA 504 NA 96% POC LAB 165 5 SA-1 12"DIA 525 500 NA 492 NA 527 NA 527 NA 100% TOTAL 2625 2500 2571 2570 2570 0 98% • TEST DATE: ____ 0_3-_31_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 17 of 70 AHU PACKAGE UNIT TEST REPO'RT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHl:J-H3 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNITMANUF. ABSOLUTE AIRE ENERGY LABS SUPPLY CFM TOTAL 2000 1978 INC. MODEL# AAiHOHW C3744-F CH sL SUPPLY CFM REGISTERS 2000 1978 SERIAL# -1612-9865-H3 RETURN AIRCFM NA NA FAN SHEAVE DIAM. -DD OUTSIDE AIR CFM 2000 1978 -- FAN BORE SIZE -DD MOTOR HZ 60 41.1 MTR. SHEAVE DIAM. -DD FAN RPM 3480 2402 MOTOR BORE SIZE -DD MOTOR RPM 3480 2402 .BELT CENTERLINE -DD R.L. VOLTAGE 460 491 / 490 / 492 BELT SiZE/NO. OF -DD/DD R.L. AMPS 5.8 2.7 / 2.8 I 2.8 FILTER SIZE/NO. OF -24 X 24 X 2 / 1 FILTER SIZE/NO. OF -12 X 24 X 2/ 1 MQTORDATA DESIGN. ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA BALDOR E.S.P. SUCTION NA. -0.65 HORSEPOWER NA 5 E.S.P. DISCHARGE NA 0.05 MOTOR RPM NA 3480 EXTERNAL UNIT S.P. 2.0 0.70 VOLTAGE NA 460 FAN INLET NA -1.22 F.L. AMPS NA 5.8 FAN DISCHARGE NA 0.21 PHASE NA 3 TOTAL FAN S.P. 4.0 1.43 SERVICE FACTOR NA 1.15 OUTDOOR AIR FRAME NA 1.15 .O.A. DAMPER POS. NA SIZE/ AREA NA/NA NA/NA FAN ROTATION VERIFIED TO BE CORRECT YES .READINGS NA / NA / NA / NA / NA TEMP. RETURN/SUPPLY I I Remarks: THIS UNIT HAS DESIGN 100% OUTSIDE AIR $ TESTDATE: ____ 04_-_os ___ -1_7 ___ _ READINGS BY: Amis Plyavinsh Page 18 of 70 Ii ZARE.TS KY fj El ENEINEERINB SOLUt"iONEl CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: AHU-H3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM SUPPLY H-3STORAGE 1 SWSG 15 X 11 1.11 NA 475 494 548 439 487 103% H-3 STORAGE 2 SWSG 15 X 11 1.11 NA 475 425 472 442 499 105% H-3STORAGE 3 SWSG 15 X 11 1.11 NA 475 749 831 450 491 103% H-3 STORAGE 4 SWSG 15 X 11 1.11 NA 475 811 900 451 501 105% TOTAL 1900 2751 1978 $ TESTDATE: ___ 0_4_-0_3_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 19 of 70 Ii ZARETSKY la El i;:NBINEE~tNG SOLUTH::iNE' .AHU PACKAGE UNIT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project . PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-1 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNIT MANUF. NA TRANE SUPPLY CFM TOTAL 360 581 MODEL# NA 4WCC4024A 1 000AA SUPPLY CFM REGISTERS 360 581 SERIAL# -16505KPH9H RETURN AIR CFM 305 523 FAN SHEAVE biAM. -DD OUTSIDE AIR CFM 55 58 FAN BORE SIZE -DD MOTOR HZ 60 60 MTR. SHEAVE DIAM. -DD FAN RPM NA NA MOTOR BORE SIZE -DD MOTOR RPM NA NA BELT CENTERLINE -DD R.L. VOLTAGE 208-230 -I 208 / - BELT SIZE/NO. OF -DD/DD R.L. AMPS 2.6 -I 1.3 / - FILTER SIZE/NO. OF -20 X 25 X 1 / 1 FILTER SIZE/NO. OF -NA/NA MOTOR DATA. DESIGN ACTUAL "{EST DATA DESIGN ACTUAL MOTOR MANUF. NA NIBEC E.S.P. SUCTION NA -0.21 HORSEPOWER NA 0.33 E.S.P. DISCHARGE NA 0.22 MOTOR RPM NA NA EXTERNAL UNIT S.P. NA 0.43 VOLTAGE NA ·208/230 FAN INLET NA -0.34 F.L. AMPS NA 2.6 FAN DISCHARGE NA 0.22 PHASE NA 1 TbTAL FAN S.P. NA 0.56 SERVICE FACTOR NA NA OUTDOOR AIR FRAME NA NA O.A. DAMPER POS. 20%OPEN SIZE/ AREA NA/NA 12 X 8 / 0.67 FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA I NA / NA / NA / NA · Remarks: TEMP. RETURN/SUPPLY NA/NA I TO BE USED WITH HEAT PUMPS AND AIR HANDLERS. OSA SFM WAS DETERMINED AS DIFFERENCE: TOTAL SUPPLY OUTLETS (581 CFM) MINUS TOTAL RETURN OUTLETS (523 CFM) = 58 CFM. ECM MOTOR CAN NOT TAKE ACCURATE RPM READING. FAN RUNNING AT LOW SPEED • TEST DATE: ________ 03_-_29_-1_7 ___ _ READINGS BY: Amis Plyavinsh Page 20 of 70 .. la ZARETSKY s el ENGINEERfNG SDLU·TtCiNS CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-1 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM SUPPLY OFFICE 105 1 CD 8"DIA 1.0 NA 120 NA 193 NA 189 158% OFFICE 104 2 CD 8"DIA 1.0 NA 120 NA 209 NA 194 162% OFFICE 103 3 CD 8"DIA 1.0 NA 120 NA 252 NA 198 165% TOTAL 360 654 581 REMARKS: BEST AVAILABLE AIRFLOW. FAN RUNNING AT LOW SPEED. AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM RETURN OFFICE 105 1 RG 8"DIA 1.0 NA NA NA 324 NA 177 - OFFICE 104 2 RG 8"DIA 1.0 NA NA NA 236 NA 171 - OFFICE 103 3 RG 8"DIA 1.0 NA NA NA 34 NA 175 - TOTAL 594 523 .~ TEST DATE: ______ o3_. -_29_-1_7 ___ _ READINGS BY: Amis Plyavinsh Page 21 of 70 la Z.ARETSKY s E) ENGlNEERJNG SDLUTICl'NS AHU PACKAGE UNIT TEST REPORT PROJECT NAME: . lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-2 UNIT DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNITMANUF. NA TRANE SUPPLY CFM TOTAL 440 550 MODEL# NA 4WCC4024A 1 000AA SUPPLY CFM REGISTERS 440 550 SERIAL# -16442T009H RETURN AIR CFM 370 475 FAN SHEAVE DIAM. -DD OUTSIDE AIR CFM 70 75 FAN BORE SIZE -DD MOTOR HZ 60 60 MTR. SHEAVE DIAM. -DD FAN RPM NA NA MOTOR BORE SIZE -DD MOTOR RPM NA NA .BELT CENTERLINE -DD R.L. VOLTAGE 208-230 -I 208 / - BELT SIZE/NO. OF -DD/DD R.L. AMPS 2.6 -I 1.3 / - FILTER SIZE/NO. OF -20 X 25 X 1 / 1 · FILTER SIZE/NO. OF -NA/NA MOTOR DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL .MOTOR MANUF. NA NIBEC E.S.P. SUCTION NA -0.23 HORSEPOWER NA 0.33 E.S.P. DISCHARGE NA 0.26 MOTOR RPM NA NA . EXTERNAL UNIT S.P. NA 0.49 VOLTAGE NA 208-230 FAN INLET NA -0.39 F.L. AMPS NA 2.6 FAN DISCHARGE NA 0.26 PHASE NA 1 TOTAL FAN S.P. NA 0.65 SERVICE FACTOR NA NA OUTDOOR AIR FRAME NA NA O.A. DAMPER POS. 20%OPEN SIZE/ AREA NA/NA 12 X 8 / 0.67 FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA Remarks: TEMP. RETURN/SUPPLY I I OSA SFM WAS DETERMINED AS DIFFERENCE: TOTAL SUPPLY OUTLETS (550 CFM) MINUS TOTAL RETURN OUTLETS (475 CFM) = 75 CFM. ECM MOTOR CAN NOT TAKE ACCURATE RPM READING. FAN RUNNING AT LOW SPEED • TEST DATE: ---.---03_-_29_-1_7 ___ _ READINGS BY: Amis Plyavinsh Page 22 of 70 Ii. ZARETSKY fm fa EN131NEEFHNG SOLUTlClNS: CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: loriis Pharmaceuticals 2280 Faraday Expansion Project - PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-2 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM SUPPLY OPEN OFFICE 1 CD 8"DIA 1.0 NA 120 NA 250 NA 153 127% 100 OPEN OFFICE 2 CD 8"DIA 1.0 NA 120 NA 244 NA 152 127% 100 OFFICE 102 3 CD 8"DIA 1.0 NA 200 NA 245 NA 245 123% TOTAL 440 739 550 REMARKS: BEST AVAILABLE AIRFLOW. FAN RUNNING AT LOW SPEED. AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM RETURN OPEN OFFICE 1 RG 8"DIA 1.0 NA NA NA 229 NA 132 - 100 OPEN OFFICE 2 RG 8"DIA 1.0 NA NA NA 211 NA 132 - 100 OFFICE 102 3 RG 8"DIA 1.0 NA NA NA 212 NA 220 - TOTAL 652 484 • TEST DATE: ____ 03 __ -_29_-1_7 _____ _ READINGS BY: Amis Plyavinsh Page 23 of 70 . AHU PACKAGE UNIT TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlspad, CA - SYSTEM: HP-3 UNITDATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL UNITMANUF. NA TRANE SUPPLY CFM TOTAL 920 948 MODEL# NA 4WCC4030A 1 Q00AA SUPPLY CFM REGISTERS 920 948 SERIAL# -17013P6N9H RETURN AIR CFM 780 805 FAN SHEAVE DIAM. -NA OUTSIDE AIR CFM 140 143 FAN BORE SIZE -NA MOTOR HZ 60 60 MTR. SHEAVE DIAM. -NA FAN RPM NA NA MOTOR BORE SIZE -NA MOTOR RPM NA NA BELT CENTERLINE -NA R.L VOLTAGE 208-230 -I 208 / - .BELT SIZE/NO. OF -NA/NA R.L AMPS 4.1 - / 2.1 / - FILTER SIZE/NO. OF -20 X 25 X 1 / 1 FILTER SIZE/NO. OF -NA/NA MOTOR DATA DESIG_N ACTUAL TEST DATA DESIGN ACTUAL MOTOR MANUF. NA .NA 6.S.P. SUCTION. NA -0.22 HORSEPOWER NA 0.5 E.S.P. DISCHARGE NA 0.29 MOTOR RPM NA NA EXTERNAL UNIT S.P. NA 0.51 VOLTAGE NA 208-230 FAN INLET_ NA -0.49 F.L. AMPS NA 4.1 FAN DISCHARGE NA 0.29 PHASE NA 1 TOTAL FAN S.P. NA 0.71 SERVICE FACTOR NA NA OUTDOOR AIR FRAME NA NA O.A. DAMPER POS. 20%OPEN SIZE/ AREA NA/NA 12 X 8/ 0.67 FAN ROTATION VERIFIED TO BE CORRECT YES READINGS NA / NA / NA / NA / NA Remarks: TEMP. RETURN/SUPPLY I I OSA SFM WAS DETERMINED AS DIFFERENCE: TOTAL SUPPLY OUTLETS (948 CFM) MINUS TOTAL RETURN OUTLETS (805 CFM) = 143 CFM. ECM MOTOR CAN NOT TAKE ACCURATE RPM READING. FAN RUNNING AT LOW SPEEO. • TEST DATE: ____ 03_-_29_-1_7 ______ _ READINGS BY: Amis Plyavinsh Page 24 of 70 la ZARETSKY S' El EN[31NEE:RlNG SOLUTIONS CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmac.euticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM SUPPLY OPEN OFFICE 1 CD 6"DIA 1.0 NA 100 NA 132 NA 105 105% 100 OPEN OFFICE 2 CD 6"DIA 1.0 NA 100 NA 83 NA 100 100% 100 OPEN OFFICE 3 CD 6"DIA 1.0 NA 100 NA 88 NA 105 105% 100 OPEN OFFICE 4 CD 6"DIA 1.0 NA 100 NA 89 NA 105 105% 100 OPEN OFFICE 5 CD 8"DIA 1.0 NA 120 NA 188 NA 124 103% 100 OPEN OFFICE . 6 CD 6"DIA 1.0 NA 100 NA 86 NA 100 100% 100 OPEN OFFICE 7 CD 6"DIA. 1.0 NA 100 NA 103 NA 101 101% 100 OPEN OFFICE 8 CD 6"DIA 1.0 NA 100 NA 100 NA 105 105% 100 OPEN OFFICE 9 CD 6"DIA 1.0 NA 100 NA 115 NA 103 103% 100 TOTAL 920 984 948 • TESTDATE: ____ os_-2_9_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 25 of 70 la ZARETSKY ~ ·lg ENGINEERINS StJLU11'ClN9. CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HP-3 AREA OUTLET DESIGN PRELIM ACTUAL %OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM RETURN OPEN OFFICE 1 RG 10"DIA 1.0 NA NA NA 388 NA 275 - 100 OPEN OFFICE 2 RG 10"DIA 1.0 NA NA NA 312 NA 266 - 100 OPEN OFFICE 3 RG 10"DIA 1.0 NA NA NA 271 NA 264 - 100 TOTAL 971 805 $ TEST DATE: _______ 0_3-_29_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 26 of 70 ta. ZARETSKY fd-ia ENGINE:ERJNG SDLUT10NS FAN TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1A / 1 B / 1 C MANUFACTURER GREEN HECK MODEL VK-HD-22-A 100 SERIAL NO. 14856894/14856895/14856896 CONDITIONS REQUIRED-ACTUAL TOTALCFM 21000 19735 FAN STATIC PRESSURE TOTAL 3.0 .65 FAN INLET PRESSURE NA -0.56 FAN DISCHARGE PRESSURE NA 0.09 - MOTOR MANUFACTURER BALDOR BALDOR MOTOR HP (3) 10 (3) 10 - MOTOR RPM / HZ 1760 60 1780 60 MOTOR VOLTAGE/ PHASE 460 3 492 3 MOTOR FLA (3) 12.5 I (3) 12.5 I (3) 12.5 8.0 I 7.9 I 8.0 . SERVICE FACTOR 1.15 MOTOR FRAME 215TC FAN RPM 1055 1780 NUMBER OF SPEEDS VFD SPEED SETTING NA Remarks: TWO EXHAUST FANS ARE RUNNING ONE EXHAUST FAN IS OFF @ TEST DATE: ____ 04_-_03_-1_7 ___ _ READINGS BY: Amis Plyavinsh Page 27of70 ROUND DUCT TRAVERSE TEST .REPORT PROJECT NAME: . lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EAV-1-1 SERVICE: SUPPLY CORR. FACTOR: 1.0 DUCT REQUIRED ACTUAL SCFM(SUS) SCFM(SUS) SIZE 12 AREA .79 FPM 668 CFM 525 FPM 736.06 CFM 578 735 646 647 653 787 719 I 696 + 720 746 772 704 777 773 788 798 Remarks: $ TEST DATE: ____ 03_-_31_-1_7 ___ _ READINGS BY: Amis Plyavinsh Page 28 of 70 .Iii. ZARET'S KY s------1§1 ENGJNEERlNE SCILUTiclNS TERMINAL BOX TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: REQUIRED FINAL BOX# AFMULT MAX MIN MAX MIN % CFM CFM CFM CFM DESIGN EAV-1-1 300 300 187 187 62% EAV-1-2 300 300 223 223 74% EAV-1-3 300 300 192 192 64% EAV-1-4 300 300 - EAV-1-5 300 300 457 457 152% EAV-1-6 300 300 157 157 52% EAV-3-1 790 190 956 956 121% EAV-3-2 790 790 997 997 126% EAV-3-3 790 790 1062 1062 134% EAV-4-1 1100 1100 1391 1391 126% EAV-4-2 1100 1100 1352 1352 123% EAV-4-3 1100 1100 1371 1371 125% EAV-4-4 1100 1100 1464 1464 133% l;AV-4-5 1100 1100 1332 1332 121% EAV-4-6 1100 1100 1344 1344 122% EAV-5-1 1430 1430 1473 1473 103% EAV-5-2 1430 1430 1442 1442 101% EAV-5-3 1430 1430 1485 1485 104% EAV~6 1800 1800 1810 1810 101% EAV-7.;1 1000· 250 259 - EAV-7-2 1000 250 256 - EAV-7-3 1000 250 265 - $ i"ESTDATE: ___ o_3 __ -3_1-_17 ___ _ READINGS BY: Amis Plyavinsh Page 29 of 70 TERMINAL BOX TEST PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: REQUIRED FINAL BOX# AFMULT MAX MIN MAX MIN % CFM CFM CFM CFM DESIGN EAV-7-4 1000 250 260 - TOTAL 20860 17860 18695 19735 90% ~ TEST DATE: ____ 0_3-_31_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 30 of 70 la. ZARETSKY S~l§J ENGINE.E.RlNS SOLUTtDNS VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1N1B/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-1 ORGANIC 1 SNKL 8"DIA 300 300 390 187 390 187 390 187 NA 62% PROCESS/ ·WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-2 ORGANIC 1 SNKL 8"DIA 300 300 465 223 465 223 465 223 NA 74% PROCESS/ WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-3 ORGANIC 1 SNKL 8"DIA 300 300 400 192 400 192 400 192 NA 64% PROCESS/ WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW • TESTDATE: ____ 03_-_31_-1_7 ___ _ READINGS BY: Amis Plyavinsh Page 31 of 70 11· ZARETSKY s Isl ENEINEERJ'N .. G SOLUtlClNEi' VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: El=-1A/1 B/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM · VEL CFM VEL CFM CFM DESIGN EAV-1-4 "" . ORGANIC 1 SNKL 8"DIA 300 300 0 0 0 0 0 0 NA 00% PROCESS/ WET LAB 175 REMARKS: AT TIME OF TAB: EQUIPMENT IS NOT CONNECTED TO THE DUCT. CONTROL WORK IS NOT DONE. OUTLET DESIGN PRELIMINARY FINAL AREA MAX . 'MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL . CFM VEL CFM VEL CFM CFM DESIGN EAV-1-5 ORGANIC 1 SNKL 8"DIA 300 300 1305 457 1305 457 1305 457 NA 152% PROCESS/ WET LAB 175 REMARKS: AT TIME OF TAB: EQUIPMENT IS NOT CONNECTED TO THE DUCT. OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM . CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-1-6 ORGANIC 1 SNKL 4"DIA 300 300 1740 157 1740 157 1740 157 NA 52% PROCESS/ WET LAB 175 REMARKS: BEST AVAILABLE AIRFLOW TEST DATE: 03-31-17 READINGS BY: Amis Plyavinsh Page ;32 of 70 Ii ZARETSKY Pi-isl ENGINEER.ING S:CJL1..rr-1DNS VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: . Carlsbad, CA SYSTEM: EF-1A/18/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-3-1 ORGANIC 1 FUME 12"DIA 790 790 1226 956 1226 956 1226 956 NA 121% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-3-2 ORGANIC 1 FUME 14"DIA 790 790 932 997 932 997 932 997 NA 126% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-3-3 ORGANIC 1 FUME 12"DIA 790 790 1362 1062 1362 1062 1362 1062 NA 134% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED ., TESTDATE: ____ 0_3-_31_-_17 ___ _ READINGS BY: Amis Plyavinsh Page 33 of 70 ,J:a ...... ZARETSKY d-·--··rs1 ENI31NEl:::RtNE SCILU'TfONS VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 B/1 C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-1 ORGANIC 1 FUME 14"DIA 1100 1100 1300 1391 1300 1391 1300 1391 NA 126% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-2 ORGANIC 1 FUME 14"DIA 1100 1100 1264 1352 1264 1352 1264 1352 NA 123% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-3 ORGANIC 1 FUME 14"DIA 1100 1100 1282 1371 1282 1371 1282 1371 NA 125% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED ~ TESTDATE: ___ 0_3_-3_1-_17 ___ _ READINGS BY: Amis Plyavinsh Page 34of 70 ta.ZARETSKY fA···~ ENGfN'EERJNG SOLUTlONS VAV AIR OUTLET TEST RE.PORT PROJECT NAME: lonis.Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 B/1 C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN ' EAV-4-4 ORGANIC 1 FUME 14"DIA 1100 1100 1368 1464 1368 1464 1368 1464 NA 133% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-5 ORGANIC 1 FUME 14"DIA 1100 1100 1245 1332 1245 1332 1245 1332 NA 121% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-4-6 ORGANIC 1 FUME 14"DIA 1100 1100 1256 1344 1256 1344 1256 1344 NA 122% PROCESS/ HOOD WET LAB 175 REMARKS: AT TIME OF TAB: FUME HOOP IS NOT INSTALLED $ TESTDATE: ____ 0_3-_31..,..-1_7 ______ _ READINGS BY: Amis Plyavinsh Page 35 of 70 __ li_ ZARETSKY Bi-ii E.NG-INEEi~tNG SOLU'TIONS -- VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280-Faraday Expansion Project , PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 B/1 C OUTLET DESIGN , .PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-5-1 POCLAB 165 1 FUME 12 X 18 1430 1430 1054 1581 982 1473 982 1473 NA 103% HOOD REMARKS: AT TIME OF TAB: FUME HOOD·IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE Sl,?'.E CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN - EAV-5-2 POC LAB 165 1 FUME 12 X 18 1430 1430 1049 1573 961 1442 961 1442 NA 101% HOOD REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-5-3 POC LAB 165 1 FUME 12·x 18 1430 1430 1093 1639 990 1485 990 · 1485 NA 104% HOOD REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED @ TESTDATE: ____ o_s-_s1 __ -_11 _____ _ READINGS BY: Amis Plyavinsh Page 36 of 70 Ii ZARE.TS KY ~ if ENEINEE.RfNG SOLUTIONS VAV AIR OUTLET TEST REPORT PROJECT NAME: loriis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-1 A/1 B/1 C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE · CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-6 POC LAB 165 1 FUME 12 X:24 1800 1800 . 1088 2176 905 1810 905 1810 NA 101% HOOD REMARKS: AT TIME OF TAB: FUME HOOD IS NOT INSTALLED OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-7-1 VE 9051 1 EG 11 X 12 NA NA 72 53 72 53 NA - VE 9051 2 SWEG 11 X 12 1000 250 282 206 NA 282 206 NA - TOTAL 1000 250 259 0 259 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET. OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE · CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-7-2 VE 9051 1 EG 11 X 12 NA NA 74 54 NA - VE 9051 2 SWEG 11 X 12 1000 250 277 202 NA - TOTAL 1000 250 0 0 256 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET . • TESTDATE: ____ 03_-3..,..1_-1_7 __ _ READINGS BY: Amis Plyavinsh Page 37 of 70 ·Ii ZARETSKY s-~-·e1 ENGSNEER1Nt3 SOLU17tlN$ VAV AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project - PROJECT LOCATION: Carlsbad, CA · SYSTEM: EF-1A/1B/1C OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE SIZE CFM CFM VEL CFM VEL CFM VEL CFM CFM DESIGN EAV-7-3 VE 9041 1 EG 11 X 12 NA NA 88 64 NA - VE 9041 2 SWEG 11 X 12 1000 250 276 201 NA - TOTAL 1000 250 0 0 265 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET. OUTLET DESIGN PRELIMINARY FINAL AREA MAX MIN MAXIMUM MAXIMUM MINIMUM HEAT %OF SERVED NO. TYPE Sill; CFM CFM VEL .. CFM VEL CFM VEL CFM CFM DESIGN EAV-7-4 VE 9041 1 EG 11 X 12 NA NA 83 61 NA - VE 9041 2 SWEG 11 X 12 1000 250 272 199 NA - TOTAL 1000 250 0 0 260 0 00% REMARKS: UNIT IS TESTED AT NORMAL MODE OPERATION. EMERGENCY MODE WAS NOT TESTED YET. $ TESTDATE: ____ 0_3-_31_-_17 ______ _ READINGS BY: Amis Plyavinsh Page 38 of 70 li~ZARETSKY fj -la ENGINEER1N13 SOLU,:.IONS FAN TEST PROJECT NAME: Jonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-H3 MANUFACTURER GREEN HECK MODEL VK-HD-18-A30 SERIAL NO. 1'4856891 CONDITIONS REQUIRED ACTUAL TOTALCFM 2100 2283 FAN STATIC PRESSURE TOTAL 2.5 .57 FAN INLET PRESSURE NA -0.45 FAN DISCHARGE PRESSl,JRE NA 0.12 MOTOR MANUFACTURER BALDOR BALDOR MOTOR HP 3 3 -. MOTOR RPM / HZ 1755 60 1321 44.9 MOTOR VOLTAGE/ PHASE 460 3 491 3 MOTOR FLA 4.1 I 4.1 I 4.1 2.3 I 2.4 I 2.4 SERVICE FACTOR 1.15 MOTOR FRAME 182TC FAN RPM NA 1321 NUMBER OF SPEEDS VFD SPEED SETTING ' NA Remarks: • TEST DATE: ____ 04_·-_03_-1_.7 ___ _ READINGS BY: Amis Plyavinsh Page 39 of 70 . Iii ... ZAR ETS KY s·1a ENBIN'EE:RJNG SOLUTiONS ROUNDDUCTTRAVERSETESTREPORT PROJECT NAME: lonis Pharmaceuticals 2~80 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-H3 / TOTAL SERVICE: H-3 STORAGE CORR. FACTOR: 1.0 DUCT REQUIRED ACTUAL SCFM(SUS) SCFM(SUS) __ ---1 SIZE 20 AREA 2.18 FPM 963 CFM 2100 FPM 994.00 CFM 2169 852 837 908 930 '001 I 1016 1157 985 1090 1123 964 1075 1113 I 1125 I 1106 I 1123 I 1112 I 1130 I Remarks: • TEST DATE: ____ o4_-..,...o3_-1_7 ___ -READINGS BY: Amis Plyavinsh Page40 of 70 CONSTANT VOLUME AIR OUTLET TEST REPORT PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: EF-H3 AREA OUTLET DESIGN PRELIM ACTUAL ¾OF SERVED DSGN NO. TYPE SIZE AK VEL CFM VEL CFM VEL CFM EXHAUST ' .. H-3 STORAGE 1 HOOD 15X24 NA 1500 - H-3 STORAGE 2 SWEG 8X8 NA 300 - H-3 STORAGE 3 SLOT 8"DIA NA 300 - HOOD TOTAL 2100 REMARKS: AT TIME OF TAB: HOOD IS NOT INSTALLED. SEE TRAVERSE UNIT FOR TOTAL CFM. $ TESTDATE: ___ 0_4-_03 __ -1_7 __ _ READINGS BY: Amis Plyavinsh Page 41 of 70 Ii. ZARETSKY s----1a ENl:3.INEERtNG SOL.UTIO_NS HYDRONIC BALANCING VALVE & COIL TEST DATA PROJECT NAME: lonis Pharmaceuticals 2280 Faraday Expansion Project ... PROJECT LOCATION: Carlsbad, CA SYSTEM: CHILLED WATER ROOM NO. VALVE VALVE DESIGN ACTUAL ACTUAL ACTUAL ACTUAL ACTUAL %OF Actual I SIZE SETTING FLOW VALVE FLOW AIFLOW EAT LAT DSGN Design TYPE (GPM) WPD(PSI) (GPM) AHU-1A AHU-1A 170 0.06 17278 - AHU-H3 IMI 0 24 82 18.5 1978 77% UA-150(7) TOTAL 194.0 18.5 10% REMARKS: AT TIME OF TAB: 1.AIR IN THE SYSTEM 2. MAKE UP WATER STATION CONDITION FOUND: ALL VALVES ARE CLOSED • TEST DATE: ____ o...,4-_os_-_17_· ----,-READINGS BY: Amis Plyavinsh Page 42 of 70 ta ZARETSKY -~Isl ENEINEERiNG SOLUT10NS HYDRONIC BALANCING VALVE & COIL TEST DATA . PROJECT NAME: . lonis Pharmaceuticals 2280 Faraday Expansion Project PROJECT LOCATION: Carlsbad, CA SYSTEM: HEATING HOT WATER ROOM NO. VALVE VALVE DESIGN ACTUAL ACTUAL ACTUAL ACTUAL ACTUAL %OF Actual/ SIZE SETTING FLOW VALVE FLOW AIFLOW EAT LAT DSGN Design TYPE (GPM) . WPD(PSI) (GPM) REHEATS AHU-1A IMI 45%OPEN 22.5 118 22.5 17278 60 81 100% UA-200(7) AHU-H3 IMI 50%OPEN 4.75 78 4.8 1978 60 83 101% UA-100(5) . SAV-1 8 & G 3/4" 50 0.2 35 0.8 2688 52 98 400% SAV-2 8 & G 3/4" 50 0.7 38 0:8 2905 52 93 114% SAV-3 B & G 3/4" 50 0.2 35 0.8 2991 52 99 400% SAV-4 B &.G 3/4" 50 0.7 37 0.8 2961 52 94 114% SAV-5 B & G 3/4" 50 0.6 32 0.77 3145 52 93 128% SAV-6 B & G q/4" 50 0.7 34 0.8 2570 52 95 114% TOTAL 30.3 32.1 106% • TEST DATE: ___ 0_4_-0_3-_1_7 __ _ READINGS BY: Amis Plyavinsh Page43 of 70 ------~-. ZARETSKY g ' ---------_, ------, -----,----.-, ' --' -----' -' -. - · ----ENGWNElt-RJ.NG B:CJ·LUTiCNS > ---• •• • -- SECTION TWO: Procedures Page 44 of 70 ZARETSKY ENEINEERf 1NS SCJL,UT'ltJN;S CONSTANT VOLUME AHU, UNITARY, OR PACKAGE UNIT PROCEDURES 1. PRELIMINARY PROCEDURES A. LAYOUT ALL EQUIPMENT AND MATCH SCHEDULE TO MECHANICAL PLAN. NOTE ALL DESCREPENCIES. B. MATCH SCHEDULE DATA TO SUBITTAL DATA. NOTE.ALL DESCREPENCIES. 2. PRELIMINARY PROCEDURES AT SITE A. CHECK ALL DAMPERS, EQUIPMENT AND DUCTWORK. 1. CHECK ALL DAMPERS MAKE SURE THAT THEY ARE FREE OF BINDING AND THAT THEY ARE OPEN. 2. CHECK ALLDUCTWORK MAKE SURE THAT IT IS COMPLETE AND FREE OF RESTRICTIONS. NOTE ALL BREAKS OR EXCESSIVE BENDS. 3. CHECK DAMPERS INSIDE EQUIPMENT ECONOMIZERS, OSA DAMPERS ETC. FOR PROPER OPERATION. 4. CHECK SEQUENCE OF OPERATION FOR ALL AUTOMATIC DAMPERS AND FIRE DAMPERS. 5. CHECK ALL FIRE DAMPERS. MAKE SURE THAT THEY ARE ALL OPEN AND ENERGIZED. 6. CHECK EQUIPMENT MAKE SURE ALL PANNELS AND DOORS ARE TIGHT. 7. CHECK ALL BEL TS AND PULLEYS FOR ALIGNMENT AND WEAR. 8. CHECK THAT ALL MOTORS AND FANS ARE ROTATING FREELEY. 9. CHECK DUCTWORK CONNECTION TO THE EQUIPMENT. 10. ENTER ALL FINDINGS IN DEFICIENCY REPORT. B. GET ALL STAND STILLS AND MATCH EQUIPMENT WITH SCHEDULE AND SUBMITTALS. NOTE ALL DESCREPENCIES. 1. RECORD MODEL NUMBER. 2. RECORD SERIAL NUMBER. 3. RECORD MOTOR HORSE POWER, RPM, RLA, VOL TS AND PHASE. 4. . RECORD SHEAVE SIZE AND POSITION. 5. RECORD FAN SHEAVE SIZE. 6. RECORD BELT SIZE AND QUANTITY. C. TURN ON UNIT. 1. CHECK POWER. IF YOU HAVE NO POWER ADD TO DEFICIENCY REPORT. 2. CHECK FOR ABNORMAL VIBRATION AND NOISE. 3. CHECK AMPS. IF AMPS ARE OVER TRY TO FIND OUT WHAT IS CAUSING THE PROBLEM AND IF YOU CAN CORRECT THE PROBLEM. IF NOT ADD TO DEFICIENCY REPORT. 4, CHECK ROTATION. IF ROTATION IS INCORRECT, CORRECT IT. IF YOU CANNOT THEN ADD TO DEFICIENCY REPORT. 3. BALANCING PROCEDURES A. TRAVERSE MULTIZONE UNIT FOR TOTAL. 1. AIRFLOW SHOULD BE SET FOR+ 10% 2. IF UNIT CANNOT BE TRAVERSED VERIFY TOTAL CFM BY REGISTER READINGS OR BY FAN CURVE B. SET ALL OSA TO REQUIRED PERCENTAGE. 1. DETERMINE OSA BY EITHER TEMPERATURE OR DIRECT READING VERIFYING BY Page 45 of 70 . Ca. ZARETS.KY m • ....... ~ .. ·· .. ········ .. , ___ ·-.: _. C91 ·t:I ENGl·NEERf.NG SClLUTiCN9 TEMPERATURE 2. TRAVERSE RETURN AND COMPARE TO SUPPLY TO CONFIRM OSA DAMPER SETTING. C. PROPORTIONAL. BALANCING METHOD. 1. TAKE PRLIMINARY REGISTER READINGS TO DETERMINE FAN TOTAL AND LEAKAGE (IF UNIT COULD BE TRAVERSED). 2. TRAVERSE REGISTER WITH PITOT TUBE OR AIRFOIL TO DETERMINE AK FOR REGISTER. APPLY AK FACTOR FOR ALL HOOD READINGS. 3. ADJUST FAN TO 110% AND RE-READ ALL REGISTERS. 4. CALCULATE THE RATIO OF MEASURED AIRFLOW TO DESIGN AIRFLOW FOR EACH REGISTER. 5. THE DAMPER SERVING THE LOWEST REGISTER IS LEFT OPEN. 6. ADJUST THE SECOND LOWEST REGISTER UNITL THE FIRST AND THE SECOND ARE OF THE SAME PERCENTAGE OF DESIGN. 7. CONTINUE THIS METHOD WITH ALL OTHER REGISTERS ON THE SYSTEM UNTIL THEY ARE ALL AT THE SAME PERCENTAGE OF DESIGN. 8. R!=AD FINAL READINGS FOR REGISTERS RETURN AND SUPPLY. 9. MARK ALL DAMPERS. b. FINALIZING EQUIPMENT. 1. REREAD ADJUST IF NECESSARY OSA AND RECORD. MARK MIN OSA SETTING. 2. TRAVERSE AND RECORD FINAL READINGS FOR RETURN AND SUPPLY. 3. RECORD AMPS. 4. RECORD STATIC PRESSURES. 5. RECORD RPM FAN AND MOTOR. 6. RECORD VOLTAGE. 7. READ AND RECORD FINAL READINGS FOR REGISTERS RETURN AND SUPPLY. Page 46 of 70 ........ ZARETSKY :IE) E.Nl3.INEEJir;Nr; scit.:uTso-Ns EXHAUST UNIT PROCEDURES 1. PRELIMINARY PROCEDURES A. LAYOUT ALL EQUIPMENT AND MATCH SCHEDULE TO MECHANICAL PLAN. NOTE ALL DESCREPENCIES. B. MATCH SCHEDULE DATA TO SUBITTAL DATA. NOTE ALL DESCREPENCIES. 2. PRELIMINARY PROCEDURES AT SITE A. CHECK ALL DAMPERS, EQUIPMENT AND DUCTWORK. 1. CHECK ALL DAMPERS MAKE SURE THAT THEY ARE FREE OF BINDING AND THAT THEY ARE OPEN. 2. CHECK ALL DUCTWORK MAKE SURE THAT IT IS COMPLETE AND FREE OF RESTRICTIONS. NOTE ALL BREAKS OR EXCESSIVE BENDS. 3. CHECK DAMPERS INSIDE EQUIPMENT ECONOMIZERS, OSA DAMPERS ETC. FOR PROPER OPERATION. 4. CHECK SEQUENCE OF OPERATION FOR ALL AUTOMATIC DAMPERS AND FIRE DAMPERS. 5. CHECK ALL FIRE DAMPERS. MAKE SURE THAT THEY ARE ALL OPEN AND ENERGIZED. 6. CHECK EQUIPMENT MAKE SURE ALL PANNELS AND DOORS ARE TIGHT. 7. CHECl< ALL BEL TS AND PULLEYS FOR ALIGNMENT AND WEAR. 8. CHECK THAT ALL MOTORS AND FANS ARE ROTATING FREELEY. 9. CHECK DUCTWORK CONNECTION TO THE EQUIPMENT. 10. ENTER ALL FINDINGS IN DEFICIENCY REPORT. B. GET ALL STAND STILLS AND MATCH EQUIPMENT WITH SCHEDULE AND SUBMITTALS. NOTE ALL DESCREPENCIES. 1. RECORD MODEL NUMBER. 2. RECORD SERIAL NUMBER. 3. RECORD MOTOR HORSE POWER, RPM, ALA, VOL TS AND PHASE. 4. RECORD SHEAVE SIZE AND POSITION. 5. RECORD FAN SHEAVE SIZE. 6. RECORD BELT SIZE AND QUANTITY. C. . TURN ON UNIT. 1. CHECK POWER. IF YOU HAVE NO POWER ADD TO DEFICIENCY REPORT. 2. CHECK FOR ABNORMAL VIBRATION AND NOISE. 3. CHECK AMPS. IF AMPS ARE OVER TRY TO FIND OUT WHAT IS CAUSING THE PROBLEM AND IF YOU CAN CORRECT THE PROBLEM. IF NOT ADD TO DEFICIENCY REPORT. 4. CHECK ROTATION. IF ROTATION IS INCORRECT, CORRECT IT. IF YOU CANNOT THEN ADD TO DEFICIENCY REPORT. 3. BALANCING PROCEDURES A. TRAVERSE ALL EQUIPMENT FOR TOTAL. 1. ALL THAT CAN BE TRAVERSED SHOULD BE SET FOR+ 10% 2. ALL THAT CANNOT BE TRAVERSED SHOULD BE VERIFIED BY REGISTER READINGS OR BY FAN CURVE B. PROPORTIONAL BALANCING METHOD. 1. TAKE PRLIMINARY REGISTER READINGS TO DETERMINE FAN TOTAL AND LEAKAGE (IF UNIT COULD BE TRAVERSED). 2. TRAVERSE REGISTER WITH PITOT TUBE OR AIRFOIL TO DETERMINE AK FOR REGISTER. Page 47 of 70 APPLY AK FACTOR FOR ALL HOOD READINGS. 3. ADJUST FAN TO 110% AND RE-READ ALL REGISTERS. 4. CALCULATE THE RATIO OF MEASURED AIRFLOW TO DESIGN AIRFLOW FOR EACH REGISTER. 5. THE DAMPER SERVING THE LOWEST REGISTER IS LEFT OPEN. 6. ADJUST THE SECOND LOWEST REGISTER UNITL THE FIRST AND THE SECOND ARE OF THE SAME PERCENTAGE OF DESIGN. . 7. CONTINUE THIS METHOD WITH ALL OTHER REGISTERS ON THE SYSTEM UNTIL THEY ARE ALL AT THE SAME PERCENTAGE OF DESIGN. 8. IF-NECESSARY ADJUST FAN TO+/-10%. 9. READ AND RECORD FINAL READINGS FOR REGISTERS. 10. MARK ALL DAMPERS. . C. FINALIZING EQUIPMENT. 1. RECORD AMPS. 2. RECORD STATIC PRESSURES. 1 3. RECORD RPM FAN AND MOTOR. 4. RECORD VOLTAGE. 5. IF UNIT IS DRIVEN BY VFD THEN RECORD HZ THAT DRIVE IS OPERATING AT. Page 48 of 70 wlir-1 ZAR ET S KY m IJ:I, E.·NGINE:E:RtNm S:CJL:UTIO:NB· PRE-BALA'NCE CHECKLIST 1. IS DUCTWORK COMPLETE 2. CHECK FOR BREAKS OR EXCESSIVE BENDS IN DUCTWORK 3. CHECK FOR PROPER OPERATION OF ALL AUTOMATIC DAMPERS 4. CHECK DOORS AND ACCESS PANNELS FOR LRAKAGE 5. CHECK FILTERS 6. CHECK POWER 7. CHECK ROTATION 8. CHECK AMPS AT MOTOR OR AT MOTOR STARTER 9. CHECK SHEAVES ALIGNMENT 10. CHECK BELT TENSION 11. CHECK FOR UNUSUAL NOISE OR VIBRATION 12. CHECK CONTROL SYSTEM IS IT COMPLETE; Page 49 of 70 ZARETSKY ENGINEE:RlNG SOL:UTl·CJNS PRE-BALANCE CHECKLIST 2 1. DUCT CONSTRUCTION 1. IS DUCTWORK COMPLETE 2. CHECK FOR EXCESSIVE BENDS OR KINKS 3. ARE ALL DAMPERS INSTALLED 4. ARE ALL DAMPERS OPEN 2. FILTERS 1. ARE THE FILTERS INSTALLED AND CLEAN 3. FANS 1. CHECK POWER 2. CHECK ROTATION 3. ARE ALL MOTOR MOUNTING SCREWS TIGHT 4. · CHECK BELT 5. CHECK DRIVE ALIGNMENT 6. CHECK FOR EXCESSIVE NOISE OR VIBRATION 4. HYDRONICS 1. IS UNIT PIPED PROPERLY 2. HAS UNIT BEEN FLUSHED 3. DOES UNIT HAVE BALANCING VALVES 4. DOES CONTROL VALVE OPERATE 5. CHECK PUMP POWER 6. CHECK PUMP ROTATION 7. CHECK FOR EXCESSIVE NOISE OR VIBRATION 5. CONTROLS 1. IS CONTROL CONTRACTOR DONE 2. IS CONTROL SYSTEM OPERATING PROPERLY 3. ISSTAIC PRESSURE SENSOR OPERATING 4. IS STATIC PRESSURE SENSOR CALIBRATED 5. IS PUMP DP SENSOR OPERATING 6. IS PUMP DP SENSOR CALIBRATED Page 50 of 70 .. ZARETSKY ' [el---.. ·. -.N:.G·.:_· .•. ,N: ---,E_" I• N. ·a·::·, .~:; . _···L-,u···-'T--~ ,-c·--~N :': ..... IE;"' .. -. E· E:11 .. ·~-1'7· ,,. it .. ·-·~ , _ ___ _ ~, -, -~ I ; · _ _ ~ I.Ji __ '. -ff!1 . ., ' ~' SECTION THREE: COMPANY RESUME Page 51 of 70 pa.A :Z.;t;>.RE:TSl<;Y EJ:'U·tLD.lNG SQLL!TIONS CQi\,p>A,:NY m~Jt. Zlµc~ ~gw.~.$'oli.JjiQUS 1ii_c. C'ZE$;) was founqeqby :R.0111-an. 2ru:ets~·y:in20!3 withtµe-gqa) of: prqvidw.g·superioJ" ~zjgttie¢#n:g atJ.d c9ilstl'l1:cffons s·eyvr~es. These inclu&;;Bliitdirig:S;ystems:c6mlni$sionfoi Test~d:Ba4tnce ofEnv1milfil~tal ·srst~~,, ft1µ~ffoo&o~cauQti, ~i~tiQU qf~~$ne1w,t4~ge.iµ¢t_s~: Pn9tto ~1~~s.to~~ 'Zmifsey-was Pi'eSidentofY,aitlley-Zaretsky;,Jhc. since,it's·incepi:i.on-in 1994and-has:tJeen:an acti,reparticipant in-~ space for ,nearly,'$0 ycru;s.Thjs expcq~c¢·!S.8:~t:of 9ur ~use:· -~~ *e_i:tip.~furth~,N~tiQnal~¼-~~1J3alancitrg:J31~1,1~:S}ti?_~1iJrc9ippi~e-t~~gand-b@Ui~g,QfJ1ea~1g, 'Y~~tlcp a,rtd::W-~o~ditjonlµg~@l$, ~~c and,ib:ati9il:~~~,.~id~ie)~oQC1Jestjng. ZES ~-_N$~-~~ed Buildu~S1.5tcm,Collimissionai:s·agcncy; . Wf!spe~*'lizei:J;t~ting~dl>~ciiig ofcoinplciliV~C fy~fews:~1a'J,iQ1-atgtles,.·yiv~tm,1s andhcalth,car¢:facillties, Ott ·diytj.:$i:. J¢pv,,:led~ ~~xpcl~~C~ giy¢S1l$ 3 unique fl.bilit,yh~tt;Cj;',-jtjQ~$U!llq: b\#}~g.,~cn,tµ'.CJµ'~iitswith cowpleiq;.yst~ mtc;gration:and all of thesc,allow·us to _perfonn.tcstan&balance.-scrviccs.-accuratdy; cfficient1y·and-cost-cffectively. We '~,,~ p¢1:(d1jµed'Bii,ilQU1g Systeµ=is Conifui'-iSiomng.:jnd TAB iil.corimiercial, aniftirt~ialfa¢iliti~s~ offic¢b1wdfugs and' .hospf:ta:Js ~clQt1tct1stOA1i;rs ar¢1mivcts1ti~~coV,ig~s, p~~c~ttic~l,9~nw~~1 lt-Ils~,fi.qqls,.Fccf4i·a1 Stat~ at1dl>c~ :gs,-x.-:emment·entities @s·~s: e~~iv~ ·exp:e1ien~e ll.i. c;l1;:~~ i:o11$t;J:ll¢io¢.$#.;up, te:sting,.!Uld:b~~g-Qf ~qmwetci~i and-industri?.1 HVAC ' --. .$y.stems; Th\d''olfow.ii,ig-~a ~a.! list qf rcc:;cntly completed projcc,ts: ·• VA Lo11g beach HV AC· ~ipgrade B-138 ANiiB-1-26-, L-ong Beach; ·California 4', VA.Mat11et HV.AC l.)pgtade Mather AFB. . • ,l>"'.\ 177-c~µibat-ychiife_-111aint~ap:cc; shop, G~_p P~ali;t9.n,, ¢~.lti'_otpj.;t !t· }4.A_..T.E.S. Fot(µ:w~ Ca~Qmia • :J.>426/j>.,j bo~· 11tb. M.aritl.c5:A_nµ9ry Camp :P~ndlet9~ Califqrm~ • P-74S-Nava1Air\Veapons Station.ChinaLake, California - • .R9S2~-Fa.¢ility Energy lm,pr-0v¢incn~ MCA$, Mitanµit ·• G~~·al_ JAsfi.':ijctioli Buil~PN4662~,}4:ptiterey the .foifow.mg are·k~y full-time ,employees· fuvoived:in 1'.ABi • Rol,lia4 Z1l#tsky -NEBB CP - ff·. fattic_k -pmytoti'-NEBB o.> • ~oman.~~'"'"'NE'.Bl3 Cj? • Juan Serna -NEBB TAB· Certified Technician • MicM1 Daley-NEBB TAB Certified· Tecnniciah ~ ~hot Mikhayl~p.ts -TAB Lead Technician We arc -committcd:to d~livering-safe, flawlessly operating_, fully tested and balanccd-INAC systems which meet and ixcced:'flie o'wncr's r~quir~µi~1_1ts. OllJ: b:~cl;<r:ecttrd ofsati$:fiecl-o"'~~-s. cori.tt~cfors and ~:grocers is the best ptoof of -o~qt}tiliijci,ttion$~c1 ~'&µitytc;, 9:c;lj.ver. 16520:HARBORBOULEVARD~ SUITEFJ fOUNTA!NVALLl::Y, CA92708 OFflC~ I 7'1-4.640.3530 FAX j 714.640.3529 WWW 4'.'AREfSKYEN:GINEERfNG.CQM Page 52 of 70 -0 ·Ill ·IC (I) 01 Cu ci ,.... -~ <tterttftratinu THIS IS TO CERTIFY·THAT . . . ' Zaretsky 'Engineering So[utions, Inc .. HAS MET AIL .REQUIREMENTS FOR NEBB CERTIFICATION IN THE FOLLOWING DISCIPLINE <Jesting J/,djusting and 93alancing of C:nvitonrnental Systems fM.arcfi 31, 2017 ~iratlonDate 3001. NEBB·Certificatiop ~uipber FOR THENEBB B0ARP:Ol1 :PlRECToRS c::P"~. ~·- NEBB President-Elect· "O ~ CD ~ :g_ ~ altrttfii:ntinu THIS IS TO CERTIFY THAT M • 0 0 0 • • Zaretsky ':Engineering Sofutio-ns, Inc. HAS MET ALL REQUIREMENTS FORNEBB CERTIFICATION IN THE FOLLOWING-DISCIPLINE Sound S11leasu'tement FORTHENEBBBO~ QF DiRECTORS !Maren 31, 20l7 c:f2:c~~ Expiration Date 3_001 g_ NEBB <krti6cation 'Nµmher NEBB President-Elect .. ,,,_,..,.._, __ , -·---· l (!) 8l a ~ ~ Olttttn,uttnu THIS IS TO CERTIFY THAT z·arets~y-'Engineerina So{utions, Inc. HAS MET ALL REQUIREMENTS FOR NEBB CERTIFICATION IN THE FOLLOWING DISCIPLINE Clhbiation 5J1easutement FQ~ THENEBBBOARD QFDJRECi'ORS· !M:arcli 31, ~017 Expiration Date 3001 Nm'B·Certifi~tion.Nwnber NEBB JJ~ident-,Elect "O ~ (I) 01 0) a "-I 0 NEBB Certification Board NEBB Certified Professional 1wman Zaretsky HAS MET ALL·THE NEBB REQ_IDREMENTS FOR NEBB CERTIFIED PROFESSIONAL STATUS IN <Jesting, Jldjustin9 and93alancing o/.Gnvitonm·ental Systems This Certificate, as well as individual affiliation with a NEBB Certified.Firm-and assoclated:NEBB' Certification stamp are REQUIRED to provideaNEBB Certified Report. Participation .in the.NEBB Q.ualii.y Assurance,P.rogram requires that the holder qf this certification also heaffllia~ with a.NEBB Cert:ifiedF~. :M.arcli 31, 2017 Expiration Date 22823: NEBB Certificant Number ~/l~ NEBB Certification Board Chairman ~ NEBB Certification D~rector The NEBB Certification Board retains sole ownership of all certificates. Use of this certificate is governed by the NEBB Certification Board Policy Manual. "i (D !:'J a ~ NEBB Certification Bo-ard NEBB Certified Professional 'Ronian Zaretsky HAS.MET ALL THE NEBB REQIDREMENTS FOR NEBB CERTIFIED: PROFESSIONAL STATUS IN Sound.Srteasutement This Certificate, as well as ~dividual-affillation with aNEBB Certified Firm and associated NEBB Certification,stainp a.re REQ.UlRED to provide aNEBB Certified Report. Participation.in the NEBBQ.uality Assurance-Program requires that the holder of-this certification.also be affiliated with, a NEBB Certifi.cd:Fhm. !M.arcli 31, 2017 Expiration Date 22823 NEBB Certificant Number ~1a NEBB Certification Board Chairman 4~ · · 111 Directc NEBB Certlficatio' The NEBB Certification Board retains sole ownership of 211 certificates. Use of this certificate is governed by the NEBB Ce,J1ification Board Policy Manual. l (D &I a ~ NEBB Certification Board NEBB Certified Professional 1wman Zaretsk:y HAS MET ALL THE NEBB REQUIREMENTS FOR NEBB CERTIFIED PROFESSIONAL STATUS IN CVibtation 5Ueasu'Lement 1his Certificate, as well as indiv,idualaffiliatic:,n1with a NEBB Certified Finn and.assoclateclNEBB Certification ·stamp are REQUIRED to prol'lde aNEBB Certified Report. Participation.in ~'C NEBB Qu;dity .Assurance Program. requires that -die holder,of this certification also be affiliated :with aNEBB Certified Firm. !March. 31, 2017 ~1a Expiration Date NEBB Certification 13oard Chairman. 22823 NEBB CertificantNumber NEBB~ Tue NEBB Certification Board retains sole ownership of all certificates, Use of this certificate is governed by the NmSB Certification Board Policy Manual. I ID ~ a cl NAnONAL ENVIRONMENTAL BALANCING BUREAU. ... = , it,GU "'I 9 e·clinician f,e,11,1; 1;,,. ,,,.t. e"-1'11' -,,.~.. ta~ :Ryan .7/U§lies · -wttli Zaretsky E'H{lineering So/ittitms., In~ has certified as a NEBB Testing, Adjusting and Balancing (TAB}. Technician for Air and Hydronic Environmental, Systems ~£~ NEBB President 2vl.arcfi 31, 2015 Expiration Date :fe6ruary 24, 2014 -Date 3\t.\ \'\ Date Certified Professional's Stamp .. Ja __ ZARETSKY ti · 1a. ENG!NS:ER!NS-SQILUTl:'ON.$ 'S,UMI\'~Y Ov~r 1 ye~s q£. experience in T~thig, A.dj1tsting.~na Bal~1~ill,g of e~vµolllllental systems. for co1llliietcial,_ educational, fustitt1tio11at and niilitazy :facilities-. Working knowledg¢-6f Eiectrical and M-e¢harii:cal syste¢1.S. as;welt as: v.arl;oi1s t>DC system~. · EXPERiENCE -·-~ . -. -. .z111·~~'ky· E:p.jinee1·iii&; Solnfions TAB:Super.vi:sor Present Work Duties: -· .. -.. ·, . .. ., ) . • Supervrsiqq of TA):3 work~ the Jield. -~ Leaqmg teain-of T:AB field fecluiicians. • T;estiµg, ijdi\sting, an& Q~l~cing ofHV AC air·aµd hy.cltonic syste.ni$, .. Colllµlwuc~tiµg aµd constlltmg wijh c~,ntra:cto~. 4csi~ en,giµeers a:µd· QW11ef r~presentatives. f Prcparing proj_cc.ts, '*1'1,tnging ac~·ess and ol?tairiing:·p~iiili.cnfUt~ature for fo:ld'-Work. • µpti~Ji;~~qotlng the 1Mch~1uc~l syste;ns:whefl.a,pr6b.li.m a#~es. • Wo1·k.ing-h+clepenge~~iy to·meet _p1:oject objective~ 3Aa·.deA1dlin;e$. •: Coilipiling finalT,AB reports and draw.in~s~ . 'Yat?diey~Zarets~y~ Inc., Santa Ana; Califomia 2006 -3/2014 Lea.a TAB' Technician W ~rkD~ties; · · -~ S~~&isiofi.ofTAB wC!tkin the.field .. • Leadfog te~ of TAB $,ci9 .t~c.h.Qj9jAfl~. •-Testing:;-adjjJ.Sting, and balancing of HV AC 34' aµ.d hyd,t·onic $ys.ti;ms . .. Comirirmic~fing :and-consi,i:lting"°·ith contracfoi!S~-cicsign ~11gm,.e;ers and ow,11~· tepresenfatives. • Ptq)i!r.iµg::pj-oj.eds, -~ging access and ot,.fainit}g: _pertinent 'iitet·i\tl:ij'c for field work • Troubleshooti,ng $~ w.cc~anica1-systc1.US 'whe.n a pi;o{jli:JU atjscs. • Workitig,hisfep~udently tq meetpt9jecf.gbjectiv¢s-and dcadliti~s. • Cqpipilµig f;iwil TAB. tepqtts ~ildraw~gs The loUowhi_i is a partial]lst ~f recently ¢o!J1pleted·TAB p~ojects;:, • D~~ign Build Qtwity of Life Fa:9ilitics -P~cka_g~ of 4, 29· l'~bi;is.~ CA (Lead Tech, 20l3-2Ql4) .. 1>:.i73 Artnory and Missile Equipment Maintenance-Shop, 29· Palµis! CA (Lead Tech, 2013) . • C11Ufotµj~ :E>ro_toµ Treatment Gcntq-, San Dicg<,>~ ,CA, (Lead Tech, 20l2) • :P-5l8 chilctDevelopUlent Ce~ter~ N»· Point~9n_ia~ CA (i.ie~c_l T e'ch:, 2012) ~CSU San Marcos Social Behavioral .Sciences Btiilding, San Marcos, CA (Lead Tech, 2011) • l~I~ ;l?.\la~<;;euticals, Catl$bad,. Cfi., (lcad'Tcc_h, 20fi) • Qualco~_'.Buiidin_gM, Sant>i~go~ <;::~ (LcadTcc~ ~()}1) • Sony-CbiporateHcadquartcrs, Ranc-hoBemardo~ CA.(Lead tech, 20:10) • :a~Q 4103, Cauw_ Pct)dlcto1¼ C4 (Lead Teeh., ~011-) -,. '.filfantty 'I'1·aining·Command, Camp Pendleton, CA (teadTech;. 2010) • Qti,al~ollllllBuildingL, -San_Dtego, CA (Lead Te:ch, 2009) • Building 8456. Tactical Ops, MC:-i\$ :Mira~, Cf\. (:L_ead Tech~ 2009.) • Fu:e Station.Building 10, Naval MC (Lead0Tech~:2008. ~ .CaJifo:tµiit, :Pi:otoQ. Tl'.cattnent Cei1te1\S@ Dic,go, CA (L_ead1Tech~ 2012) • i>-~18 ·Child Develop~t Center, NB PointL<?Plli, CA (L·ead t <r~~, 2012) • CSU Sali:Marcos Social l3ehavior:al Sciences Building-, San Marcos, CA (Lead Tech. 2011) 1£520 HARBOR BCJULEVARO, SUlTE FI FOLINTAJN, VALLEY:. DA 92708 :OFFICE J '714-203,6650 WWW.ZARETSKYENGtN.E:ERtNG'SD~UTmNs.t:·CR.iJe60of70 Ii ....... ZARETSKY ID ;(§1 EN·GIN.EERJNJS SO·LU·TIONS • ISIS Phatn1aceuticals;, Carlsba:d:i CA (tead 'Tech)' 2611) . EDUCATION f TRAINING ~-·.1Ii;gli· ·s;lio~1 pipto1~ .(2003) fl\TE6B. TAB Training (2007 • 'te}efl'olCon.ttols·Tr~iµi4g.(:lOll) • Asbestos Awareness Training (2012) • QSEA. 10. Hoµr·{Z0-17) . • F:ir~t Aiµ: 1 C.Pl (2012) -'CERTIFlCAT:i:ONS ·Nea.~_-Certifie~TAB'T~~nidan (NEBB Cert.No. $(;),Q-1;. E~p~ a1aH201:5) Page 61 of 70 . lil~ZARETSKY ~. Ji1 ENG1NEERING SOLUTIONS O,BA ZARETSKY BU f L. DJ NS SD L WT t ON S ARNIS PLYA VINSH SUMMARY Over 6 years of experience in Testing, Adjusting and Balancing of environmental systems for commercial, educational, institutional and military facilities. Working knowledge of Electrical and Meehanical systems. EXPERIENCE Zaretsky Engineering Solutions, Fountain Valley, California TAB Technician Work Duties: • Testing, adjusting, and balancing of HV AC air and hydronic systems. • Working in a team to meet project objective~. • Coordinating field work and communicating with contractors. • Reviewing plans and submittals, preparing projects. • Assisting in systems troubleshooting. • Preparing TAB reports. Yardley-Zaretsky, Inc., Santa Ana, California TAB Technician Work Duties: • Testing, adjusting, and balancing of HV AC air and hydronic systems. • Working in a team to meet project objectives. • Coordinating field work ancf communicating with contractors. • Reviewing plans and submittals, preparing projects. • Assisting in systems troubleshooting. • Preparing TAB reports. The following is a partial list ofrecently completed TAB projects: 2013 -present 2008-2013 • Design Build Quality of Life Facilities-Package 4, Twentynine Palms, Ca (TAB Technician, 2013) • Sharp Memorial Mary Birch Hospital, San Diego, CA (Field Tech, 2012) • VA Long Beach HV AC Upgrade B-138 and B-129, Long Beach, CA (Field Tech, 2012) • Presbyterian Intercommunity Hospital, Whittier, CA (Field Tech, 2012) • illumina Buildings 1, 2 & 4, San Diego, CA (Field Tech, 2012) • UClGross Hall Animal Research Center, Irvine, CA (Field Tech, 2012) • UCR Health Science Surge Building, Riverside, CA(Field Tech, 2011) EDUCATION/ TRAINING • Degree in Aerospace Engineering • NEBB TAB Training (2010) • Asbestos Awareness Training (2012) • OSHA 10 Hour (2012) • First Aid/ CPR (2012) • CERTIFICATIONS: In the process of obtaining NEBB TAB Technician Certification. Page 62 of 70 ,......._,_ ......... · ... ·.ZARETSKY ~ ENGl1NEER1t•H3 BoLuT10Ns SECTION FOUR: INSTRUMENTATION Page 63 of 70 Ii .ZARE'TSKY ti~ ENGINEERING SCILUTlDNS • 1 -·--- PROJECT lonis Pharmaceuticals 2280 Faraday Expansion Project INSTRUMENT/SERIAL# APPLICATION DATES OF USE CALIBRATION TEST DATE SHORTRIDGE-ADM-860 / M01057 Air Data Multimeter 03/29/17-04/03/17 06/28/16 FLUKE-335 / 595330207 True RMS Electrical 03/29/17-04/03/17 02/16/17 Multimeter ALNOR-HM670 / 71105199 Hydronic Manometer 03/29/17-04/03/17 02/16/17 *Please note: Calibration due date is 1 year after calibration date. Page 64 of 70 lillil ..... · .. · ZARETSKY · -· !E;'\ ·N i":;! 11 'N" iE""E"" B 1· ·N ~ -~ 1M ·L -·u-· ·T·-: 1·· ;F1 ,N· ~ ____ --, '. · 1;.j· ·;~m.,~;c.,t::.i~'.'·-·d ~_;w;,· ___ : ::·:: .u:.,_:-~ SECTION FIVE: DRAWINGS Page 65 of 70 ;~~ ,.,. ' ' j1 iW'-""""'"'-,1 1 FIRST FLOORAREA B • HVAC'PlAN~ (?) ---\~' ~ -~) ------{~) -~-------,!___·, $HEETNOTES [II ~lillle.,;:,t,~IIE.1IIDl•'CIWI(. 0 llVfOl~~COfllltof\M:'((lQ,.CCCl'OMflJmfUIICl'QXIIINiltlCV'llll'Cl'I ,,.._,0.C:~'1'0~1',.0il TAB ICON LEGEND: , ~ • SUPPl,Y 6:1 ' RETURN EXHAUST GENERAL NOTES f SA'f'Nt:J[,,;'fMll!llla;IM~ft"'ID'ftll'C.lrct4 l'tl1Jtftl =.=n~l'Dl""°~~mii 2 »wWllMIVllt'M?.-a:"Jll,IIIUWf~NJ!JU' ~ l'm'>lrOQ,.:)m,~,~-lfl:$Cln,0e,t l ~ta.Cf.Yl!l~~l\fflllU,!lllfJt ~loRO!totat/W'l>Clll i rru,~~~A'Cfi',fj~'WIO'I 1t11'1~1!0'lllot~~- • IWIX.t~-.,,01«1A1,llW,l'/lll(fjCl"QIT "Ol'ltl!:l~t,tlU'ttM(1'~~11uU!M CPtM"OaC11'11~!:r!t~UO!~TJTJ\f;PIClt7 ,..,._ t W'#l'~U"rS,\fli:m'Jil!.\.'ll~~ 0!'(~111(1>1~1J<OOW"""CIS. r. ~no.'l'lf'WtltW.l!W'~~ a-,f'IIITQ~.Ml'JJdX)llm!'MD-.ml/XI.KM. ~~flW!'U:1Mlllt1An«:l'llllm.,,, #Q.1WX11$>11i.t~aa~n11tTH1.11:le'ttttt. -~--~Qljf<ICl!(tt<.'I~ ltS-BUta,; ~/Kiil:- J'Ac'~~,,.,,,tD/Wt<Yi,t. t;.{1sf1~ ISSUED FOR CONSTRUCTION ,, ~~~- KEYPLAN ~ -..:-Jwf*1~ 11.1.-nnn ~--------------------------------~_:. _________ _Jl ,.,, __ _ ~ ]r SHEETNOTES ffif'l!Oa"NOlllltw.l'*'-\alNa-111.._0l:UIIIII. [jJ [jJ IIWll*lr.ittu:l'CCIM'IC!Uatmll(II. ............ IClll.tlQIIIIJllllllll:IMl'llttl-MLM~-tu:'I~ POll--~·(111,af'lll.~Jl!Ja, HJ Ml'IIIITOflll:-fUIIIN!lltJUfca,...._R__,_, --·-aa. [!J ===:r-::==~':t=:i --[j] llll~--------... ·-----NU•cua111f(1~y- ....... :: ~uJ I .. r~ ® lYPICAL SLOT HOOD DETAIL IC.ft.E:NOTTOICAl! C3ENERAI. NOTES \ ------·----"' =·------.. t _ _,,...,.....,.,..._~ t ___ ,.. ___ Ma 4, ~-:r==-----IU.~ ..... .., _____ ,_ ·---·----·--, ________ _ ·----a,----~ ... _... .. ___ 111 __ _ ---t...., ......... __ .._._, .__._,.,....,_ .......... _.1111. __ __ l.-110~,ulllll'llllll.-~-....... WIMll--...-.&a.MGM.-... ..,, . ...:r•---.-.-·-=--·--- ISSUEOFOR CONSTRUCTION 4.\. LQ1tt§· 1:::==:-I -- ~ ~ IIWll«l 2290 RENOYA110N FIRSl'R.OORMEAA lf(ACPI.AII [--M1001 ~ EVERYTHING IN YELLO' IS DELETED - SHOWERS WERE FROM SCOPE «111.eW•r"" SHfilNOTES [D ---(M,:11111--1'1111 .... ID ______ ,.. ____ ... __ ,. .....,~10 ... -. OFFICE A/C DELETED AND SUBSTITUTED WITH PACAKGED UNITS.SEE NEXT PAGE, ~t.!!:RAL NOTES " _____ ...,._ _ ___, ~------------.. --.--~ ....... ,........,..., ....... -.......... ,...Ma 4. -ID'.-___..Wlll.111.IIMR _ ... 10-.-.. , ....... _____ ,_ ·-----------, _____ ~"'-10----------_____ Mar _______ • ---" .... --.-.--~-·---.... ..... , ................. ... .. ..,.,IIIICIIIIICMlll~,.--Ml ..... ,___,.._...wui.-.---...... M!llll;f._... ....... ·-----m.- ISSUED FOR .~ ~I.Q.ttt§' C: M1002 """"' -. !!: R~ s;! I •m 3 0 ,Z ;e: ~ i ~ C n !~ n ~---io iz ~-~CJ) ' . . Hi! Ill 1111 i,11 111 • ii •b HI Ii Hi Ii A.l'l'IOvU.~fo\l'lfNIWAU.\Ymlv.AU.SOU'O.t.m!U,.,llONf,lf,f,HQW.tRR~IS!XA~l)l,at<'StlONfAQlfAN IS,HlllllC.IU$~ffi.YmiS!'!\RZ:C,,S,)/;:T'( C.Ul11SRJl\ot11D0011,!NS'D\UA'l'lOII. OOUSW.U.lll!COl>Pfll.-'CCl'f'tRfilCTR:0.00,l,tttlFOOu.i.TAAl"RE!ll#l'NUl'ilYHUCXSTIR!"~TOFI' O~WlllS)w,)fAal ' !,~tt:'#lllll:JOCC.IN~TPQallD,!COM:llRUM~o:x:u'iOeotn:,ADI!.~ f -.R.'l!R,SW,IJ.ISl!;2(IO[OIDl!ll1Nrl2«!MIDl!l$ llftlV.TICl'l'/~·ERCOI.. fli-EBEBEB ...-~ 1111!!:JI! n--i--.--i iri= ,_v.,,mJ!,jCQ.~lO~'IOit:Q.fD 11.~LYR!~lllHTCCill:10 tr-'-~E'<fi "nuc,,:;.' ~ •~ ""' ,..,. "'" ;;;;; ~ "' "' iii' -;; ,,,.cnm:(IN) - ",i.Ljj;l@ij\ """"' ~ F ~ ~ ;;-;;-~I~ ~-~-i ~ r >..J.oJJl:HltoM.l!~~CCfmlOI.S'!Ol!.l!llONlll!!Cffl)'!OD#fflO~R!.IU"BI.S91'llro.l. 11. t'mPOSmCUAl'tV,t,lW'!OaGl.O!HOtEJl;NR,f'l,DNUPCWHM!tfl~~INvtfflU"ltD~ EXHAUST FAN SCHEDULE -""-V-•1-\ la, DM.ct~•co.t; ., .. .;:;. :::::: IN:IMT510R.lllE!2.l!XJf 1.5 -=jAICO ~-i::rcr --~-----. I I C..tt(;t!PU.tlf'IWIDS~NICli:.otAtDUl',,,,PEl!CNCUCTtuT ' I ! ~=~~fil7o»CN~UOIJ'IJICll~SIWJSlP\£ ...... Wltlll<:ITTCl,ltlJ;1NlO,mi.M?'!Vl'1lFOltf.ACHf'-N..I ! ~ L!'..! {""" I L PUMP SCHEDULE -r="T1<io I -1 ·iin !I,!! VQ.~t<;!jll01U! ICftS, #l~J AIR COOLED CONDENSING UNIT SCHEDULE £~'if, ~~ I WJU:L I P~v«Ttt I TI~_ 1~~0~ MllU <»1 j' - A,1'111:Mte$TAAMN111ll,u' Rl3°0C ~ --..--. 1£:::: IOTMO ~ GENERAL NOTES \ ______ IU. __ __ -·--Nm•IINI' ..,....1'111.,.,._III_.,.._, - ISSUEOFOR CONSTRUCTION ~tQ.ttt§" 1:::==:-l .,. 1::.· --:r: -:. ~ ~ lllllUllNG 2290 RENOVATION IEIWIC.ILSCHEDllES [ _ ... r-M7001 l. Jr CCityof Carlsbad NONRESIDENTIAL GREEN BUILDING CODE STANDARDS MANDATORY MEASURES CERTIFICATION CHECKLIST B-52 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This fotm, signed and completed, and all receipts for the recycled materials shall be submitted to the Building Inspector prior to Final Inspection . .. Site Development • · · .. · ·• · · ·. · · IVl~ncl~,o,r-y_ ·. · , --,.,._ ,.,.._. ·-' ,,;,:-,\-.:::'' -.. ~---. '"" , ... ,. "·--·----.,,.,,, 5.106.1 Storm water pollution pr~vention plan. For projects of one acre or less, develop a Storm Water Pollution Prevention Plan (SWPPP) that has been designed specific to its site, conforming to the State Storm water NPDES Construction Permit or local ordinance, whichever is stricter, as is required for projects over one acre. The plan should cover prevention of soil loss by storm water run-off and/or wind erosion, of sedimentation and/or of dust/particulate matter air pollution. 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5. 106.4.1 and 5.106.4.2; or meet local ordinance, whichever is stricter. · 5.106.4.1 Short-Term bicycle parking. If the project is expected to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitor's entrance, readily visible to passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a minimum of one two- bike capacity rack. 5.106.4.2 Long Term bicycle parking. For buildings with over 10 tenant-occupants, provide secure bicycle parking for 5 percent of tenant-occupied motorized vehicle parking capacity, with a minimum of one space. 5.106.5.2 Designated parking. Provide designated parking for any combination of low emitting, fuel-efficient and carpool/van pool vehicles as shown in Table A5.106.5.3.1. 5.106.8 Light pollution reductfon. Comply with lighting power requirements in the California Energy Code and design interior lighting such that zero direct-beam .illumination leaves the building site. Meet or exceed exterior light levels and uniformity ratios for lighting zones 1-4 as defined in Chapter 10 of the California Administrative Code, using the following strategies: 1. Shield all exterior luminaries or use cutoff luminaries 2. Contain interior lighting within ~ach source 3. Allow no more than .01 horizontal foot candle 15ft. beyond the site 4. Contain all exterior lighting within property boundaries Exception: See part 2, Chapter 12, Section 1205.6 for campus lighting requirements for parking facilities and walkways. 5.106.10 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how site grading or drainage system will manage all surface water flows . . W~tet Efficiency and Coniervatidn ·::.·-.;;.:· __ - .. ~ --s • .--;: -_-_ :,_,,: -----·:..--:..::-__ • ,_ • - · :ladoar Water Use -. -~·/:;;:,._·:;:-~.--· :~ 5.303.1 Meters, Separate meters shall be installed for the uses described in Sections 503.1.1 through 503.1.3. 5303.1.1 Buildings in excess of 50,000 square feet. Separate sub-meters shall be ·installed as follows: 1. For each individual leased, rented, or other tenant space within the building projected to consl,.lme more than 100 gal/day. 2. For spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory or beauty salon or barber shop proiected to consume more than 100 aal/dav. 8-52 Page 1 of 5 ,',' - (X) (X) (X) (X) (X) (X) (X) (X) (X) (X) (X) -_-' 1 ' ' -~-- (X) (X) Rev. 11/15 5.303.1.2 Excess consumption. Any building within a project .or space within a building that is projected to consume more than 1,000 gal/di;iy. 5.303;2 20 Percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 20 percent shall be provided (Calculate savings by Water Use Worksheets or utilize Table 5.303.2.3). 5.303.2.1 Multiple showerheads serving one shower. When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shall not exceed the maximum flow rates specified in the 20 percent reduction column contained in Table 5.303.2.3 or the shower shall be designed to allow only one showerhead to be in operation at a time. 5.303.4 Wastewater reduction. Each building shall reduce the generation of wastewater .by one of the following methods: 1. The installation of water-conserving fixtures 2. Utilizing nonpotable water systems 5.303.6 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the requirements listed for each type in items listed in Table 5.303.6. 1. Water closets (toilets) -flushometer type 2. Water closets (toilets) -tank type 3. Urinals 4. Public lavatory faucets 5. Public metering self-closing faucets 6. Residential bathroom lavatory sink faucets 7. Residential bathroom lavatory sinks 8. Residential showerheads 9. Sina le shower fixtures served by more than one showerhead OutdQor Water Use 5.304.1 Water Budget. A water budget shall be developed for landscaping irrigation use. 5.304.2 Outdoor potable water use. For new water service, separate meters or submeters shall be installed for indoor and outdoor potable water use for landscaped areas between 1,000 and 5,000 square feet. 5.304.3 Irrigation design. In new nonresidential projects with between 1,000 and 2,500 square feet of landscaped area (the level at which the MLO applies), install irrigation controllers and sensors which include the following criteria and meet manufacturer's recommendations. 5.304.1.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather-or soil moisture-based controllers that automatically adjust irrigation in response to changes in plant's needs as weather conditions change. 2. Weather based controllers without integral rain sensors or communication systems that account for local rainfall shall have separate wired or wireless rain sensors which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. Con$truction W,;1.ste Management 'Plan 5.408.1 Construction waste diversion. Establish a construction waste management plan or meet local ordinance, whichever is more stringent. 5.408.2 Construction waste management plan. Submit plan per this section to enforcement authority within the city. 5.408.2.1 Documentation. Provide documentation of the waste management plan (se.e form 8-59) that meets the requirements listed in Section 5.408.2 Items 1 thru 4 and the plan is accessible to the enforcement authority. 5.408.3 Construction waste. Recycle and/or salvage for reuse a minimum of 50 percent of nonhazardous construction and demolition debris or meet local ordinance, whichever is more stringent. Exceptions: 8-52 Page 2 of 5 (X) (X) (X) As applicable (X) (X) As applicable (X) (X) (X) (X) (X) (X) (X) (X) (X) (X) (.X) (X) As applicable (X) (X) (X) (X) (X) Rev. 11/15 ' -f • L 1. Excavated soil and land~clearing debris 2. Alternate waste reduction methods, developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 5.408.4 Excavated soil and land clearing debris. 100 percent of trees. -Stumps, rocks and ·· assoeiated vegetation and soils resulting primarily from land clearing shall be reused or recycled. I~~uHding,:Maiht~nance anieperc1ti~n .·:'. %--;._ -~-·: ----------_ -- ----------::.. -. =-- - --"'"-'• -- 5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials for recycling. 5.410.2 Commi$sioning. For new buildings 10,000 square feet and over, building commissioning for all building systems covered by T24, Part 6, process-systems and . renewable energy systems shall be included in the design and construction processes of the building project. Commissioning requirements shall include items listed in Section 5.410.2. 5.410.2.1 Owner's Project Requirements (OPR). Documented before the design phase of . the project begins the OPR shall include items listed in Section 5.410.4. 5.410.2.2 Basis of Design (BOD). A written explanation.of how the design of the building systems meets the OPR shall be completed at the design phase of the building project and updated periodically to cover the systems listed in Section 5.410.2.2. 5.410.2.3 Commissioning plan. A commissioning plan describing how the project will be c;:ommissioned shal! be started during the design phase of the building project and shall include items listed in Section 5.410.2.3. 5.410.2.4 Functional performance testing shall demonstrate the correct installation and operation of each component, .system and system-to-system interface in accordance With the approved plans and specifications. 5.410.2.5 Documentation and training. A Systems manual and systems operations training : sre required. · 5.410.2.5.1 Systems manual. The systems manual shall be delivered to the building owner or representative and facilities operator and shall include the items listed in Section 5.410.2.5.1. 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff · for each equipment type and/or system shall include items listed in Section 5.410.2.5.2. 5.410.2.6 Commissioning report. A complete report of.commissioning process activities undertaken through the design, construction and reporting recommendations for post construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for buildings less than 10,000 square feet. . 5.410.4.2 Systems. Develop a Written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include, as applicable to the project, the systems listed in Section 5.410.3.2. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry best practices and applicable national standards on each system. 5.410.4.3 HVAC balancing. Before a new space~conditioned system serving a building or space is operated for normal use, the system should be balanced in accordance with the procedures defined by national standards listed in Section 5.410.3.3.1 . . 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing those services. maintenance instructions and copies of guaranties/warranties for each system prior to final inspection. 5.410.4.5 Operation and maintenance manual. Provide the building owner with detailed operating and maintenance manual 5.410.4.5.1 Inspection and reports. Include a copy of all inspection verific;:ations and reports required by the enforcing agency. 8-52 Page 3 of 5 (X) (X) (X) (X) (X) (X) (X) (X) (X) (K) (X) (X) (X) (X) ('X) (X) Rev. 11/15 . ·-. En:vironmenta19uality · ''" ' '... < ' :F:i[epl·~c-~~·< : __ :: : _ .. , , , :: , ,, , :,, __ , ... ,, : , , _, :.. ,, 5.503.1 Install only a direct-vent sealed-combustion gas or sealed wood~burning fireplace or a sealed woodstove and refer te residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. 5.503.1.1 Woodstoves. Woodstoves shall comply with US EPA Phase II emission limits. We~thet Resistance an~ Moisture Managem:ent. - 5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, manufacturer's installation instruction instructions or local ordinance, whichever is more stringent. 5.407.2 Moisture control. Employ moisture control measured by the following methods: 5.407.2.1 Sprinklers. Prevent irrigation spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and openings to prevent water intrusion into buildinos. Pollution Contr.ol 5.504.3 Covering of duct .openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final start up of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods to reduce the amount of debris or duct which may collect in the system. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with outside and, return air prior to occupancy that provides at least a MERV of 8. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.4 5.504.4.1 Adhesives, sealants, caulks. Adhesives and sealants used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 voe limits as shown in Tables 5.504.4.1 and 5.504.4.2. 2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide voe standards and other requirements, ·including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 Paint and coatings. Architectural paints and coatings shall comply with Table 5.504.4.3 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product- Weighted MIR limits for ROG in Section 94522 (a)(3) and other requirements, including prohibition on use of certain toxic compounds and ozone depleting substances (CCR, Title 17, Section 94520 et seq.). 5.504.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of th~ standards listed in Section 5.504.4.4. 50504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 804.4.1. 5.504.4.5 Composite wood products. Hardwood, plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in Table 5.504.4. 5.504.4.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certification and specific;:ations 2. Chain of custody certifications 3. Other methods acceptable to the enforcing agency 5.504.4.6 Resilient flooring systems. Comply with the VOC emission limits defined in the 2009 CHPS criteria and listed on its Low-emitting Materials List (or product registry) or certified under the FloorScore prooram of the Resilient Floor Coverino Institute. 8-52 Page 4 of 5 (X) As Applicable (X) (X) (X) (,X). (X) (X) (X) Rev. 11/15 \, ' . ,; tnW,oprMoisfµte and;=R,idon c·ontrot· -----··-• , --:··· ~''"~\ -_-_ -_ ~_c)i ' -:Jr·_: --:~:.··:; 5.505.1 ,Indoor moisture control. Buildings shall meet or exceed the provisions of the California Building Code, Title 24 Part 2, Sections 1203 (Ventilation) Chapter 14.1. :-~Jf~aa_iity.i'~dE:xhay~:t _ _ -~·:,,__ __ . ~----___ -_:_· __ :_,: ___ -i _-__ --~ ·-;~~--··-----~-,:··: 5.506.1 Outside air delivery, For mechanically or naturally ventilated spaces· in buildings, meet the . minimum requirements of Section 121 of the California Energy Code, CCR, ifitie 24, Part 6and Chapter 4 of CCR, Title 8 or the applicable local code, whichever is more stringent. 5.506.2 Carbon DIOXIDE (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specifiEld and installed in accordance with the .requirements of the latest edition of the California Enerav Code, Title 24, Part 6, Section 121 (c). (x) (X) ·:o~ici~o,rAirJ~~,fnty· _ ___ : -. _ _ ,__ ~-· -~ . ~:: : __ ~:-:-:·/_·: :~:: ~-i ·_: . : :/; -:,:: _ , .. ::· ·_:, 5.508.1 Ozone depletion and global warming reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1 CF.Cs. Install HVAC and refrigeration equipment that does-not contain CFCs. 5.508.1.2 Halons. 1lnstall fire suppression equipmElnt that does not contain Halons. As applicable (X) (X) I, as the professional responsible for this project, certify that, to the best of my knowledge, the mandatory items listed on this form have been incorporated into the project in order to comply with Title 24, Part 11 of the 201'3 . California Green Building Standards. All receipts for recycled mater:ials have been attached to this form. Project Address: 2'2.00 F" t\~ AvE. _ _ Plan Check Number: C..r!> lto'2.Q'Qi./ Print Name: -e.:z."'-~ l-"1..Elrl:s' . ~~ <-Signed: ..J-2:::t License Number: :t\: 1 '19 I 'bl Date:. _ L\ ~ ']_t,p · 17 Page 5 of 5 Rev. 11/15 Business }Jame SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE lonis Pharmaceuticals, Inc Business Contact Wa ne Sanders Project Address 2280 Faraday Ave City Carlsbad Teleptione# 760 603.;2562 X State Zip Code APN# 92008- Mailing Address 2855 Gazelle Ct City Carlsbad State Zip Code 92010- Plan File# Project Contact Wayne Sanders Applicant E-mail Telephone# wsanders@ionisph.com 760 603-2562 x The fo!lowirig questions represent the facility's activitiei;, NOT the·specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal: Occupancy Rating: H3/H4, B, S-1 Facility's Square-Footage (including proposed project): 26,783 1. Explosive orBlasting Agents 5. Organic Peroxides @ Water Reactives Q. Corrosives ~ ® Compressed Gases @ Oxidizers ®· . Cryogenics @. Other Health Hazard ~ @ Flammable/Cor:nbustible Liquids 7. Pyrophorics . (}. Hig~ly T~xic or Toxic Materials 15. None of These. U, rt\ 'O @ Flammable Sohds · @ Unstable React,ves 12. RadIoactIves ..l\ 7 PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION {HMDl: If the answer to any of the questions is yes,.applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-€!700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Compl~et!J.!io~nu;D~a~te~: :1:,2~0J,1 !2,6-:,J1~2;,:-!,!.J......,...~-_.E;~Cle.9 Date of Occupancy: 12/1 /io1 (;l YES NO (for new constr ction or remodeling projects) 0 CalARP Exempt I 1. 2. 3. 4. 5. . 6. 7. 8. [8l D Is your business listed on th reverse side of thid91f9.hcheck all that appl . , [8l D · Will your business dispose a Hazardous Substan<!es1&r-'Medical Waste in a y ~mount? [8l D Will your business store or h ndle Hazardous Substances in quantities gre er.than or-equal to 55 gallons, 500 pou·nds.and/or 200-cubic fee ? , D Will your b1,1siness store or h ndle carcinogM,Ar){ep&JicRtetBxins in any q antity? [8l Will your business use an ex sting or install an underground storage tank;? [8l Will your business store or h ndle Regulated S1,1bst~n~es ~alARPt'~ I',;: D Will your business use or ins all a Hazardfil;s:Wa~.,.._ Jt:J'.\\ie'-22, rticle 1 O)? · . " . : D Will your business store petr leim-w tanks or con1~L~ au f cih with a total facility storage capacity equal .to or realer than 1,320 allon . · m1a's Above r.· · , e ro eum tora Act . · Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials -·-··----·--. -. P' . . ' ·PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL D ICT (APCD): The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additionalmeasures not identified by these quesUons. Some residential projects may be exempt from APCD requirements. For more comprehensive requirements, please contact APCD at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. YES NO . 1. [8l D Will the project disturb 1_60 square feet or more of existing building materials? .2. D 181 Will any load supporting structural members be removed? If yes, contact APCD prior to issuance of a building or demolition permit. A 3. 4. 5. 6. 181 D [j D notification may be.requ_ired at.least 10 working days prior to-commencing demolition. 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed? 181 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, contact APCD prior to the issu;mce of a building or demolition permit. A notification may be required at least 10 working days prior to commencing asbestos removal. [8l Will the-project ·or associated construction equipment emit air contaminants? See the reverse side of this form-or the APCD factsheet (www.sdapcd.org/info/facts/permits.pdf) for typical equipment requiring cm APCD. permit. If yes, contact APCD prior to the issuance of a building permit. D (ANSWER ONLY IF QUESTION 5 IS YES) Wiil the project or associated construction equipment be located Within 1,000 feet of a school bounda ? Briefly describe business activities: Briefly describe proposed-project: Pharmace~tical Research and Development Addition of labs and office arec) to existing space I decl?re, under penalty of perjyry that to the best of my knowledge and · We..yl'lt-S'c:"...fc..{"5 · ? 1> I Mir'-( / I(, Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _____ _,....---------'------------------ BY: DATE: __ .:../ __ _,/ __ _ * A stamp in this box only exempts businesses from complet~ardous M_aterials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) s ~ tr\MJ~ UY) L :~aunty of San Diego -DEH -Hazardous Materials Division CVP,. s 3 ~ ~ .,,v; ,a(. LIST OF BUSINESSES WHICH REQUIRE· REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE D Battery Manufacturing/Recycling D Boat Yard D Car Wash D Dealership Maintenance/Painting D Machine Shop OPainting D Radiator Shop D Rental Yard Equipment D Repair/Preventive Maintenance D Spray Booth D Transportation Services D Wrecking/Recycling CHEMICAL HANDLING D Agricultural supplier/distributor D Chemical Manufacturer D Chemical Supplier/Distributor D Coatings/Adhesive D Compressed Gas Supplier/Distributor D Dry Cleaning D Fiberglass/Resin Application D Gas Station D Industrial Laundry [81 ~aboratory D Laboratory Supplier/Distributor D Oil and Fuel Bulk Supply D Pesticide Operator/Distributor ·CHEMICAL HANDLING D Photographic Processing D Pool Supplies/Maintenance' D Printing/Blue Printing D Road Coatings D Swimming Pool D Toxic Gas Handler D Toxic Gas Manufacturer METAL WORKING OAnodizing D Chemical Milling/Etching D Finish-Coating/Painting D Flame Spraying D Foundry D Machine Shop-Drilling/Lathes/Mills D Metal Plating D Metal Prepping/Chemical Coating D Precious Metal Recovery D Sand Blasting/Grinding D Steel Fabricator D Wrought Iron Manufacturing AEROSPACE D Aerospace Industry D Aircraft Maintenance D Aircraft Manufacturing OTHERS AND MISCELLANEOUS D Asphalt Plant [81 Biotechnology/Research D Chiropractic Office D Co-Generation Plant D Dental Clinic/Office D Dialysis Center D Emergency Generator D Frozen Food Processing Facility D Hazardous Waste Hauler D Hospital/ConvalescentHome 0 Laboratory/Biological Lab D Medical Clinic/Office D Nitrous Oxide (NO,) Control System D Pharmaceuticals 0 Public Utility D Refrigeration System D Rock Quarry D Ship Repair/Construction D Telecommunications Cell Site D Veterinary Clinic/Hospital D Wood/Furniture Manufacturing/Refinishing ELECTRONICS D Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing D Printed Circt,Jit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALtY USE, STORE, HANDLE, AND·DISPOSE OF HAZARDOUS.SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HAND:LES, USE$ OR DISPOSES OF HAZARDOUS SUBSTANCES-MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FQ,R 'MORE. INFORMATION'CAH: (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47 -Organic Gas Sterilizers 32 -Acid Chemical Milling 33 -Can & Coil Manufacturing 44 -Evaporators, Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35 -Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 -Coating & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint, Stain & l11k Mfg 27 ,-'Printing.·\ ; • 27 ...: Polyester Resin/Fiberglass Operations . METALS 18 -Metal Melting Devices 19 -Oil Quenching & Salt Baths. 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE, ETC) 25 -Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION 34 -Piston Internal -Combustion Engines 13-Boilers~ Heaters (1 million BTU/hr or larger) 14 -Incinerators & Crematories 15 -Burn Out Ovens 16 -Core Ovens 20 -Gas Turbines, and Turbine Test Cells & Stands 48 -Landfill and/or Digester Gas Flares ELECTRONICS 29 -Automated Soldering . 42 -Electronic Component Mfg FOOD 12 -Fish Canneries 12 -SmokEl Houses. 50 -Coffee Rbasters· ~ ·~ 35 -Bulk flour & Powered Sugar Storage SOLVENT USE 28 -Vapor & Cold Degreasing 30 -Solvent & Extract Driers 31 -Dry Cleaning ROCK AND MINERAL 04 -Hot Asphalt Batch Plants 05 -Rock Drills 06 -Screening Operations 07 -Sand Rock & Aggregate Plants 08-Concrete Batch, CTB, Concrete Mixers, Mixers &Silos 10 -Brick Manufacturing OTHER 01 -Abrasive Blasting Equipment 03 -Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis· Membrane Mfg 51 -Aqueous Waste Neutralization 11 -Tire Buffers 17 -Brake Debonders 23 -Bulk Grain & Dry Cht;miical Transfer & Storage 45 -Rubber Mixers · • ' ' ~ . 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40 -Asphalt Pavement Heaters 43 -Ceramic Slip Casting 41 -Perlite Processing 40 -Cooling Towers..,. Registration Only 91 -Fumig<;1tion Operations 56·-WWTP (1'. million gal/day or larger) & Pump · Station · NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division I.. I S/JJ/16 6Jri -~.hL-fe;u,k~~;~ , M-u/\.1.MIA,V.J {vJ~ JJ.tJt/11/ / OWfllii_ i 'tfl!L ;,/;l J1f ~ ~ t,,v,~,l . 7 i ~/!./1i, CAW tf FC', . ~ 10 &M . i ,f2to/1ts> ~-:IL~ o~~--:li.. -ro ~\ ~P-f"'\ li +D PlO-f\ o.p puc..oJ'\ t -\t) 'q-.)'Orn \S d'-..U.C.±~ m F"w., · tr-ff?'-({o -• I ( I_ 1o EsG.'1._ (z) 'lf/zA /11o-f (AtJS Q 13 -ACK q/u./1u C,-jo. /.rb RT -l-/N l= Final Inspection required by: 0 Plan · 0 CM&I O Fir.e 0 ·sw· 01SSUED Approved Date BUILDING ?-U,·{.b -PU\NNING 6/ 1/l(J) l;NGINEERING (>/1//t., FIRE: Expedite? y N ~ I :Ll.a./JLD DIGITAL FILES ReQuired7 y N . ' HazMat SI~ ll"1 APCD Health Forms/Fees Sent _ n Re,c'd Encjna D JIU-,.U.l/ .HJe-, /IL Fire 'ljazHealthAPCD , PE&M ' s1c1.c b School Sewer Stormwater Special Inspection CFO: Y'N LandUse: Density. lmpArea: FY: Annex: PFF: y N Commei:lts Date Date Date Building Ul/5'<.lllo '6/9/(lo Planning (pl, /,i, Engineering - Fire Need? I :., .CV-. ,,._ !lrJ'J C1.. A ----~ .. I ocv. By .DM (~IA. VAi IY-.,-A V It.A:- Due? By y N Ii..__ y N . y N y N ., L.. y N y N y N ·y N Factor: Date ..Q-Oone Cl Done Cl Done Cl Done Print Date: 05/02/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2280 Faraday Av BLDG-Permit Revision 2120614500 $500,000.00 City of Carlsbad 1635 Faraday Av C?rlsbad, CA 92008 Permit www •. carlsbadca.gov Work Class: Commercial Permit Revision Status: Lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check#:· Plan Check#: Applied: Issued: Finaled: Inspector: CB162084 Description: IONIS PHARMACEUTICALS -HVAC SYSTEM REVISIONS Applicant: GRANT DAVIS 92SS Towne Centre Dr San Diego, CA 92121-3002 8S8-935-5521 MANUAL BUILDING PERMIT FEE Total Fees: $21S.00 Total Payments To Date: $215.00 Balance Due: Permit No: PREV2017-0004 Issued -~ 01/06/2017 01/25/2017 AKrog $215.00 $0.00 {'city of Carlsbad PLAN CHECK REVISION APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No.'&.e,J Z..1:::> tr -coc::J.-{ Project Address 2280 Farqday Ave Contact Grant Davis Original Plan Check No. 16-2084 Date 1/6/2017 . Ph 858-935-5521 Fax Email grant.davis@bnbuilders.com Contact Address 9255 Towne Centre Drive City San Diego Zip 92121 General Scope of Worf< HVAC system revisions Original plans prepared by an architect or ~ngineer, revisions must be signed & stamped by that person. 1 . Elements revised: 0 Plans l t/ I Calculations · D Soils D Energy D Other , 2. Describe revisions in detail , Replaced the split chiller and condensing unit with a single packaged air cooled chiller skid. Packaged unit includes dual pumps and surge tank. Eliminated condensing unit or:i roof of the existing building. Added 3 new heat pumps to serve the exist bldg. Updated Schedule . Removed electrical feeds for separate condenser unit and pumps Modified feeder to new chiller & heat pumps. Updated panel schedule Rerouted piping for new chiller and AHU. Changed ,cantilevered portion of new H3 roof to grating. Added opening in new shed roof. Added additional framing for new heat pumps on existing roof - 5. Does this revision, in any way, alter the exterior of the project? 6. Does this revision add ANY new floor area(sJ? 7. Does this revision affect any fire related issues? 8. Is this a comple?:?:e~l~I No £$'Signature ~ 0Yes 0Yes 3. List page(s) where each revision is shown Mi 001, .M1002, Mi 101, M1102 M7001 E2101, E2102, E7001 PR1101 A 1100, S111, S131,S132 0Yes 0No 0No 4. List revised sheets that replace existinq sheets M1001, M1002, M1101, M1102 M7001 E2101, E2102, E7001 PR1101 A1100, S111, S131 0No 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 7 60-602-2719 Fax: 7 60-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In (l'artntrsliip witli qovernment for (]3ui(aing Safety DATE: 1/18/17 JURISDICTION: City of Carlsbad PLAN CHECK NO.: PREV2017-0004 PROJECT ADDRESS: 2280 Faraday Ave SET: I \~LICANT "t:I JURIS. CJ PLAN REVIEWER CJ FILE PROJECT NAME: Ionis Pharmaceuticals Inc. Revision to Mechanical -TI D 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitte&herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [:8J EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. ----· Person contacted:_----~ Telephone #: Date co.ntacted: , .. ; .. --··· ( · ) Email: ' ·~ .. Mail Telephone Fax In Person J:8:1 REMARKS: Applicant to slip sheet revised sheet to City held sets. By: Doug Moody EsGil Corporation D GA D EJ D MB 'D PC Enclosures: 1/5/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Citjr._ of Carlsbad PREV2017-0004 µ-lilS/17 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody BUILDING ADDRESS: 2280 Faraday Ave BUILDING OCCUPANCY: B,H3 BUILDING ARE.A Valuation PORTION ( Sq. Ft.) Multiplier Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdbtion Code cb By Ord in a nee Bldg. Permt Fee by 0rdhanre ..,.. Pian Oleck Fee 6y Ordinance ..... Type of Review: D Complete Review ORepetitive Fee ..,.. Repeats • Based. on hourly-rate Comments: D Other El Hourly EsGil Fe«! PLAN CHECK NO.: PREV2017-0004 DATE: 1/ 18/ 17 . Reg. VALUE Mod. D Structural Only 1--------121 Hrs. @ • $86.00 _ ($) $21 s.001 $112.001 Sheet 1 of 1 macvalue.doc + .,-!t i •. BULLETIN THE RELENTLESS PURSUIT or SUCCESS vr•t ;,,,, ' Bulletin No. Construction Package: 1 B2280IFC Date 11/8/2016 Project No. 151881 · Project Name: 82280 & 82282 Faraday Expansion Project Client: lonis Pharmaceuticals The following additions, clarifications, corrections and changes are issued as Bulletin #1 and shall be included in the Contract Documents for the above project. DRAWINGS MECHANICAL M1001 FIRST FLOOR AREA A HVAC PLAN M1101 ROOF AREA A HVAC PLAN ELECTRICAL E2101 ROOF AREA A ELECTRICAL POWER PLAN E7001 ELECTRICAL SCHEDULES ARCHITECTURAL A1100 ARCHITECTURAL OVERALL ROOF PLAN PIPING PR1101 ROOF AREA A PIPING PLAN STRUCTURAL S-001 BUILDING 2280 -GENERAL NOTES S-111 BUILDING 2280 -PARTIAL FOUNDATION PLAN . S-131 BUILDING 2280 -PARTIAL ROOF FRAMING PLAN S-501 BUILOING 2280-DETAILS S-502 . BUILDING 2280 i DETAILS_ CRB 701 Emerson Rd., Suite 500, Saint Louis, MO 63141 Rev. 09/30 Page 1 of2 1 1 1 1 1 2 1 1 1 1 1 .I ·•' Bulletin -1 B2280 & B2282 Faraday Expansion Project DRAWINGS MECHANICAL M1001 • Moved 20" diameter supply air duct to match new AHU location. M1101 • Replaced split chiller and condensing unit with single packaged air cooled water chiller skid. Packaged chiller includes dual pumps and surge tank. Chiller located on roof of H-3 Building. • Eliminated condensing unit of split chiller .on roof of main building. • Eliminated separate pump and surge tank. ELECTRICAL E2101 • Removed electrical feeds for separatre Condensor Unit and Pump • Modified feeder to new chiller unit, increasing to 225 Amp single feed E:7001 • Deleted circuits for separate Condenser Unit and Pump. • Increased feeder size for new chiller unit to 225 Amps ARCHITECTURAL A1100 • Added opening in roof over north area; with gutter. PIPING PR1101 • Re-routed piping for new chiller and reoriented AHU • Removed piping from units of previous split chiller system STRUCTURAL S-001-502 • Changed cantilevered roof area on H-3 Building from concrete to grating. • Repositioned supports for new air-cooied chiller on H-3 Building roof. End of Bulletin No. 1 Page 2 of 2 Structural Engineers _I Structural Calculations Delta 1 & 2: Job Number: 15296A Ion.is Pharm.aceuticals 2280 Faraday TI San Diego, CA CRB 3207 Grey Hawk Court Suite 150 Carlsbad, CA 92010 Phone: (760) r I January 4 l PREV2017-0004 1/ 2280 FARADAY AV IONIS PHARMACEUTICALS -HVAC SYSTEM REVISIONS 2120614500 1/6/2017 PREV2017-0004 ,GSSI Structural Engineers Revisions to Structural Drawings: The rooftop mechanical units were moved. Several were moved from the existing wood roof to the new concrete roof above the H3 shed. Also a couple new heat pumps were added. The new pumps are under 400 lbs (350 lbs) each. · GSSI Job No. 15296A 1/4/2017 lonis Delta 1 and Delta 2 changes Page 1 of 6 Job Information Air-Cooled Chiller, Scroll Compressors New Chiller at H3 shed lonls Pharmaceuticals Faraday Expansion Carlsbad San Diego Main Office Tag Model Number Quantity Product Version Unit nominal tonnage Unit type Pump Package Information Pump type Available tiead pressure Total PD pump+evap+stralner Buffer tank Buffer tank yolume Physical Information Length Width Height ! Operating weight Shipping weight ~1 CGAMIIO 1 182 IIOlcn Hlgh.nldelicy Dull high hNd 118.13 ft H20 8.21 ftH20 With buffer ... tank 158.00gal 143.100 In 68.000ln 82.400ln 6032.21> I 11810.91> Note: This lnfo,matlon includes the pump and buffer tank. Information for LEED Projecl8 ASHRAE 90.1/CSA compliance Refrigerant charge circuit 1 Refrigerant charge circuit 2 ASl-@E II to 2013 39.011> 39.01> (T53)Jeff Trattner -Pump size Pump nominal current Expansion tank volume Pump flow control Water connections Refrigerant charge circuit 1 Re~erant charge circuit 2 Oil charge circµit 1 Oil.charge circuit 2 IPLV Note: This product meets ·the minimum efficiency requirements of ASHRAE Standard 90.1 and CANS/CS are based on AHRI standard rating conditions) and, therefore, also meets the LEED "Minimum Energy Pe the Energy and Atmosphere section. The LEED Green Building Rating System"', developed by Ille U.S. Green Building Council, provides Independent. lhlrd,party verification Iha a bUlldlng project meets green building and performance measures. 9/13/2016 Product Version 192 Data generation date 9/13/2016 GSSI Job No. 15296A 1/472017 75 psf, OK on concrete deck lonis Delta 1 and Delta 2 changes 10.200hp 22.00A 6.30gal Var apeed drive 4.0001n 39.0 lb 39.0lb 2.91 gal 2.91 gal 15.730EER 65.20tona Page2of Page 2of 6 2 IONIS2880 November 10, 2016 Unit Dimensions -1.5-5 Ton Pkgd. Heat Pump Rooftop R-410A Item: A1 Qty: 3 415/16" -----4813/16"'----- UNIT -TOP VIEW ( I FAN GRILLE , ' / ' \ r-~--1 r---~.----. I SUPP~-...._! I RETU' ~y y I ~ -1-..... 12" L ____ J L ____ --~ 16" -+----65/8" Unit trib area is 53"x60"=22 ft2 22 ft2 X 20 psf = 4401bs>3501bs OK 16" ~-i---ot--r NETRATION VIEW 33/16" ---------- SECTION Y-Y TYPICAL (8) SIDES OF DOWNFLOW DUCT OPENINGS 11 f 11/16" ! t 5/16" ~----~ -----=_--- ---------------------------- SUPPLY RETURNf n X X 615/16" 1511/16" 2 35/1 6"-t->-15·11/16"- T 1· UNIT, BACK AND PENETRATION VIEW --------F~-----1~~::-'.'.'.°:."-:":--_- --------------=------------------ 37318" J 1811/16"--l ONDENSATE DRAIN FOR <0, 75-ln» FEMALE NPT U~IT -LEFT SIDE VIEW 4 5/8" 33/8" . 2 73/16" FL/DSSIJdfle/fed.lJ:p2Mle U.S. Inc. dba Tranel lnstaiNO.Q1/10thers lonis Delti'4utpchialiSIUDIMtgbs _L_ 10· I r- SECTION X-X TYPICAL (8) SIDES OF SIDEFLOW DUCT OPENINGS OWER ENTRY 7/8" DIA. HOLE 1 3/8" DIA. KNOCKOUT 1 5/8" DIA. KNOCKOUT INGLE POINT ENTRY 1 3/8" DIA. KNOCKOUT 1 5/8" DIA. KNOCKOUT 2 7/16" DIA. KNOCKOUT UNIT -RIGHT SIDE VIEW Page 388§8 5 of 12 Structural Engineers Project:· Engr: - Overturning of Mechanical Eq~ipment Design Parameters ap = 1.0 '1o per ASCE 7-10 2.50 Sheet GSSI No. - Date 1/4/2017 Sos = 0.76 Ip = 1.00 component ampflication factor spectral acceleration, short period Strength Design: .9D +1.0E Rp = 2.5 Slab on grade? importance factor Component response mod. factor No z = 1 h = 1 ft. (ht. in structure of point of attachment), z=O @ grade ft. (avg. roof ht.) z/h = 1.0 Fp = .4*ap*Sos•Wp*(1+2*z/h)/(Rp/lp), (13.3-1) Fp(max) = 1.6*Sos*lp*Wp, (13.3-2) Fp(min) = 0.3*S0s*lp*Wp, (13.3-3) Fv = .2*SDS*Wp, (12.4.2.3) OTM = Fp*unit height/2 Floor/Slab/Footing Loads RM = (.9-Fv)*Wt*unit width/2 Unit Size, feet Curb weight, -width lenath heiaht ht, in. lbs TypHP 3.00 4.0 3.1 6 350 CH1A 7.0 12.0 8.0 6.0 8,100 Allow. Stress Design: .9D + 1.0E/1.4 SD or ASD? = Strength Design Fp = 0.37 WP Fp(max) = 1.22 WP Fp(min) ::: 0.23 WP Fv = 0.15 WP Fp Fv OTM RM ft-lbs ft-lbs 128 53 263 392 2,967 1,236 13,349 21,189 ------------ -------- ---- Uplift, lbs No uplift No uplift Anchorage Loads Increased as Required for ACI Appendix D Unit TypHP CH1A GSSI Job No. 15296A 1/4/2017 No. Anchors 1101 V1o1 2 4 5 10 2 4 4 8 2 4 3 ,6 8 16 Single Anchor Loading witt'! '20 OTM x'2o Vx00 Uplift Tmax · VMax ft-lbs lbs lbs lbs lbs User Anchorage Notes 657 320 88 44 80 No Omega ASD Reactions 33,374 7,416. 1741 348 742 ---. . .. ---. ----. . ---. . ---. .. Page 4of 6 ~GSSI Structural Engineers Project: - Engr: - LRFD lillti KB-TZ Seismic Anchorage Values Sheet GSSI No. - Date 1/4/2017 3000 psi-Cracked Concrete Design Normal Weight Concrete lambda=1.0 Lightweight Concrete lambda=0.8 Lightweight Concrete lambda=0.8 Anchor Type Min Cone (in) Edge Dist (in) Tmait (lbs) Vmax (lbs) %" KB-TZ w/ 2" embed ' 4in 4.00 in 970Ibs 1173Ibs 1// KB-TZ w/ 2" embed 4in 5.50in 1027Ibs 1475Ibs 1/2~ KB-TZ w/ 3.25" embed 6ih 7.50in 2100Ibs 2858Ibs 5ia• KB-TZ w/ 4" embed 6in 8.75in 29051bs 3952Ibs 3// KB-TZ w/ 4.75" embed Sin 9.00 in 3759Ibs 6347Ibs Note 1: For KB-TZ in concrete filled metal deck min cone thickness is 3.25"-Values do not change for 2" Embed Unit TypH_P CH1A GSSI Job No. 15296A 1/4/2017 Anchor Type 1/2" K;B-TZ w/ 2" embed T - 348Ibs - - - - - - V - 742Ibs - - - - - - To/o V% T%1"'",+V%1"'"1 --- 34% 50% 0.48 ----- - -- - --- - - - - - - Page 5 of 6 . OK -- - --- Typ HP Support _,,.,,-Beam /,____ _ ___. J_Woc:,d Be'1rn .. / Ale= P:\CRB Eilgineeis\lonls Tl -16012A\!=ngineeiing\Calculatkins\2280\ionls 2280.ec& · 1 / . EijERCALC,'INC.1983-2016, BuHd:6.16.10.31, Ver:6.16.10.31 I nmmm Description : HP support beam Jc' . CODE RE.FERENCl=S 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 1350psi 1350psi 925psi 625psi 170psi 675psi E: ModtJIUS of Elasticity Load Combination ;A.SCE 7-1 O Fb -Compr Fc-Prtl Wood Species : Douglas Fir -Larch Fe· Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling + + 4x4 Span= 8.0ft Ebend-xx 1600 ksi Eminbend • xx 580 ksi Density 31.2pcf + + Applie~ (.oad~ Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0150, Lr= 0.020 ksf, Tributary Width= 3.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.557: 1 Maximum Shear Stress Ratio Section used for this span 4x4 Section used for this span fb: Actual = 1,410.61psi fv: Actual FB : Allowable = 2,531.25psi Fv : Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 4.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span# where maximum occurs Maximum Deflection Max Downward· Transient Deflection 0.278 in Ratio= 345>=240. Max Upward Transient Deflection 0.000 in Ratio·= 0<240.0 Max,Downwar,d Total Deflection 0.486 in Ratio= 197>=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces &. Stresses for 1-oad Combinatjoris . Load Combination Max Stress Ralios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb DOnly Length = 8.0 ft 1 0.332 0.135 0.90 1.500 1.00 1.00 1.00 1.00 1.00 0.36 604.55 +D+Lr 1.500 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 1 0.557 0.226 1.25 1:500 1.00 1.00 1.00 1.00 1.00 0.84 1,410.61 +tl+0.750Lr 1.500 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 1 0.478 0.194 1.25 1.500 1.00 1.00 1.00 1.00 1.00 0,72 1,209.10 +0.60D 1.500 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 1 0.112 0.045 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.22 362.73 OVer~IIMaximum Defle~tion~ Load Combination Span Max.•-• Dell Location in Span LOlld Combination +D+Lr 1 0.4865 4.029 GSSI Job No. 15296A lonis Delta 1 and Delta 2 changes 1/4/2017 Design OK = 0.226: 1 4x4 = 48.05 psi = 212.50 psi +D+Lr = 7.737ft = Span# 1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1822.50 0.17 20.59 153.00 0.00 0.00 0.00 0.00 2531.25 0.39 48.05 212.50 0.00 0.00 0.00 0.00 2531.25 0.34 41.19 212.50 0.00 0.00 0.00 0.00 3240.00 0.10 12.36 272.00 Max. "+"Deft Location in Span 0.0000 0.000 Page 6 of 6