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HomeMy WebLinkAbout2105 RUTHERFORD RD; ; CB100443; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-21-2010 Commercial/Industrial Permit Permit No: CB100443 Job Address: Permit Typ(;): Parcel No: Valuation: Occupancy Group: Project Title: Applicant: ~ Building Inspection Request Line (760) 602-2725 2105 RUTHERFORD RD CBAD Tl Sub Type: COMM 2121202000 Lot#: 0 Status: $885,325.00 Construction Type: 58 Applied: Reference #: Entered By: GENOPTIX-25,295 SF OFFICE Plan Approved: WAREHOUSE TO 13,581 SF OF NEW OFFICE, ACCESSIBLE Issued: Inspect Area: Plan Check#: Owner: ISSUED 03/12/2010 KG 05/21/2010 05/21/2010 RENO CONSTRUCTION RENO CONTRACTING INC. BLACKMORE RUTHERFORD INVESTMENT STE 100 1450 FRAZEE RD SAN DIEGO CA 92108 619-220-0224 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee STD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $3,294.67 $0.00 $2,141.54 $0.00 $0.00 $185.92 $0.00' $0.00 . $0.00 . $0.00 '$0.00 '. / ,$0.00 ·, '$0.Q0 ···$0.00, $0.0·0 POBOXA24 RANCHO SANTA FE CA 92067 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF ( 4305540) {icense Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0'.00 C·: . ::-Adi;litional Fees $32.00 · +!MP Fee $0.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $8,651.10 $0.00 $0.00 $0.00 $18,294.72 $0.00 $377.00 $410.00 $372.00 $0.00 $19,667.76 $0.00 $0.00 ?? $53,426.71 Total Fees: $53,426.71 Total Payments·To'bate: $53,426.71 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: /(/~p Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as '1ees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66D2D(a}, and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or setvice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have rreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exnired. . " /4f~'-', ~-~V, .... ~ CITY'OF CARLSBA·D JC>BADDRESS 2l0'o ~~ . Building Permit Application 1635 Faraday Ave., Carlsba1, CA 9~08 760-602~2717 / 2718 / 2719 Fax 760-602-8558 www.carlsbadca.gov SUITEI/SPACEI/UNITI Date CT/PROJECT# . LOH ii OF UNITS # BEDROOMS # BATHROOMS 62--~ "x V 5 PATIOS·(SF) DECKS (SF) APPLICANT NAME FIRE SPRINKLERS vEsg!NoO (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair ant structure, prior to its issuance, also requites the applicant for such permit to·file a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's License Law. [Chapter 9, commending with Section 7000 ofDivision 3 of the Business and Professions Code} or-that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Secuon 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). :3~z~ili~.._-.,-.... ~ .. ; ;;: ~·::~· :~_:,~;~ Workers' Compensation Declaration: / r.ereby affirm under penalty of pe(ju,y one of the following declaralions: 0 j)!flie and will maintain a certificate of consentto self-insure for workers'. compensation as provided~ Section ·3700 of the Labor Code, for the performance of the work for which this permit is issued. [!?; have and will maintain Wll!!Wrs' compenptlon, as reQUired by Section 3700 al lhe Lalior Code.Jar lhe performance of the work for which this cermit is ~ued. My workers' compensatiorwsurance carrier and policy numberare:lnsuranceco:1(0..Ve,eJ"'S, . Policy.No. v:r e:u.'2:,!5)'-1 IL'167 ExpirationDale O~·OJ-/o ~ section need not be completed if lhe permit is for one hundred dollars ($100) or less. · LJ Certiffcate of Exemption: I certify lhatin lhe performance of the work for which this permitis issued; I shall not employ any person in any manner so as lo become-subject to lhe Workers' Compensation Laws of ·California. WARNING: Failure ta secureworkm' compensation coverage Is unlawful, and shall subject-an employer to criminal.penalties and civil fines up to one hundred thousand dollars (&100,000); in addition to the cost of compen~atlon, damages as provi for in Section 3706 of the Labor code, interest and attorney's fees • .Ji5 CONTRACTOR SIGNATURE 0AGENT J ~rebyaffirm that I am exempt from Contractor's Ucense Law for the following reason: D D D I, as owner of the property or my employees with wages as their sole compensation, \\ill do the work and lhe structure is not inlended or offered for sale {Sec. 7044, Business and Professions Code: The Contractofs License Law does not apply to an owner of property who.builds or Improves lhereon,.and who does such work.himself or through his own employees, provided Iha! such improvements are nolinlended or offered for safe. If, however, the building or improvement is sold within one year of completion, the owner-builder will have lhe burden of proving that he·did not build or improve for the purpose of sale). I, as owner of the property, ~m ex.ciusively conlracling with licensed contractors to construct thjrp/oject (Sec. 7044, Business and Professions Code: The Contraclofs License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects wilh contractor(s) licensed pursuant-lo·lhe Cbntractofs ucense Law): I am exempt under Section ___ ~Business and Professions Code for this reason: 1.1 personally pfan to provide the major labor and'malerials for construction of lhe proposed property Improvement OYes Oo 2. I (have f have not) ·signed an application for a building permit for the proposed work, 3.1 have conlracled with lhe following person (firm) lo provide the P.roposed construction (Include name address J phone/ conlraclors' license number): 4: I plan to provide portions of !he work, but r have hired lhe followillg person lo coordinate, supervise and provide the major work (include name f address I phone/ contractors' license number): 5. I will provide some of the work, but I have ·contrac:ted {hired} Iha following persons to provide the work indicated (include name/ address I phone / lype of work): .Ji5 PROPERT'fOWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a busfnessBD, acutely hazardous materials registration fonn or.risk mai,agement and prevention program under Sections 25505, 25533 or 25534 of the Presley-TannerHazanlousSubstanceAccountAcl? 0Yes LJNo · _;. Is the applicant or future building occupant required to obtain a permit from the air pollution conlrol district or al-!!llality management district? Des O No ls.the facility to be constructed within 1,000 feet of, the outer boundary of a school site? Oves ~No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE AP.PLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there _is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Givil Code). '" ". ·-·1 Lenders·Name µ/A, Lender'sAddress _,,,,_..,;-,...,....,,,..,.....,.,.....,.,,...'=".,.,...---'',---,-',;--;,,,-,.,,.,--'--..,....-.,-...... -,.;.,...,..-=,,..,,~ s~~f~.,:;~. ___ ~·--~ _ . ··"-. . _·:: ______ ~:.:"_":_ :, 0 : ·;:: --~··:-·: ·: J I cettlfythatl have read the application and strtethat the abooie lnfonnatlon ls correct and that the lnfonnaUon on the plans ls accurate. I agree to complyllith all City ordinances and State law.; relaUngto building construction. I hereby authorize representative or the O('J of CMsboo to enter upon the above men!i)ned property forinspeclion purposes. I ALSO AGREE TO SA VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUOGMENTS,.COSTSAND EXPENSES WHlqi MAY IN ANYWAY .A.CCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA perm ft is required b' excavaoons over SIJ deep and demolioon or construction of structures over 3 stories in heighl EXFIRATION: Eve!)' pelT!lil ~ued by lhe Buiding Official under the provisklos of this Code shall expire byfimitalion 811d become null ai,d 'IOid if the building orl'Kllk authorized by such pennil is not commenced within 180 d~ys from the dale of such permit or if !he toilding ailhorized by peimit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Serum 106.4.4 Unifoon Building Code). . .APPLICANT'S SIGNATURE J .A .... -. /( _,,,._._ DATE City of Carlsbad Bldg Inspection Request For: 11/18/2010 Permit# CB100443 ( Inspector Assignment: TP Title: GENOPTIX-25,295 SF OFFICI: Description: WAREHOUSE TO 13,581 SF OF NEW OFFICE, ACCESSIBLE RESTROOMS,SHOV'IERS, EMPLOYEE l"'l""\t..l~~" A .. ,,..-=: nnn••~ .. ,~,-· ••c:l"'LJ A .... ,,. A I O r=:1 ~,..,. Sub Type: COMM --- Type:TI Job Address: Suite: Location: 2105 RUTHERFORD RD Lot: 0 . fhone:z37 Inspector: APPLICANT RENO CONSTRUCTION RENO CONTRACTING INC. Owner: BLACKMORE RUTHERFORD INVESTMENT Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical ·49 Final Mechanical Act _A/!_ Comments Requested By: CLARK CLOWAR Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# CV08042(> CLOSED 0-3 SIGNS IN R.O.W.; RETAIL SALE IN AIRPORT COMM DIST lns(2ection History Date Description Act lnsp Comments 09/15/2010 84 Rough Combo PA TP LOBBY AREA 09/14/2010 14 Frame/Steel/Bolting/Welding PA TP T-CLNG@ 1ST FLR FOR 9 WOOD CLNG 09/14/2010 24 Rough/Topout PA TP 09/14/2010 34 Rough Electric PA TP CLNG LITES FOR 9 WOOD CLNG 09/14/2010 44 Rough/Ducts/Dampers PA TP DUCTS/HPs FOR 9 WOOD CLNG 09/08/2010 14 Frame/Steel/Bolting/Welding AP TP T-CLNG 2ND FLR BIG RM. 09/08/2010 24 Rough/Topout AP TP 09/08/2010 ;34 Rough Electric AP TP CLNG LITES 2ND FLR BIG RM. 09/08/2010 44 .Rough/Ducts/!Dampers AP TP DUCTS, HP 2ND FLR BIG RM. 09/03/2010 14 Frame/Steel/Bolti~g/Welding AP TP T-CLNG 1ST FLR, 2ND FLR OK TO PLACE BORDER TILE 09/03/2010 24 Rough/Topout AP TP 09/03/2010 34 Rough Electric AP TP CLNG LITES 1 ST FLR. 09/03/2010 44 Rough/Ducts/Dampers AP TP DUCTS 1 ST FLR ... .. __ ..,. .. City of Carlsbad Bldg Inspection Request For: 11/18/2010 Permit# CB100443 inspector Assignment: TP 08/23/2010 27 Shower Pan/Roman Tubs AP TP 08/23/2010 34 Rough Electric AP TP DSB, SUB· PNLS; XFMR 08/06/2010 31 Underground/Conduit-Wiring AP TP TO CONF. RMS SEE CARD 08/05/2010 17 Interior Lath/Drywall AP TP 2ND Fl:.R 08103/2010 17 Interior Lath/Drywall AP TP RESTRMS 1 ST FLR 08/03/2010 23 Gas/Test/Repairs AP TP 08/02/2010 12 Steel/Bond Beam AP TP GENERATOR & TRASH ENCL S.O.G. 08/02/2010 17 Interior Lath/DryWall PA TP 08/02/2010 23 Gas/TestlRepairs NR TP 07/29/2010 17 Interior Lath/Drywail PA TP 1ST FLOOR 07/29/2010 24 Rough/Topout AP TP WHS CNTR OFFICES BRK RM AND RTU RECPTOR 07/27/2010 17 Interior Lath/Drywall PA fp WHS CNTER OFFICE SECT 07/20/2010 24 R_ough/Topout AP TP RESTRMS, OTHER AREAS 07/19/2010 14 Frame/Steel/Bolting/Welding AP TP WHSE FULL HT DMZ WALL 07/19/2010 34 Rough Electric AP TP 07/15/2010 63 Walls PA PD GROUT@ TRASH, GENERATOR ENCLOSURE 07/1-4/2010 55· Retaining Walls NR TP WANT FOR 7/15/2010 · 07/13/2010 17 Interior Lath/Drywall AP TP FURRED WALLS @ OPEN AREA 07/09/2010 14 Frame/Steel/Bolting/Welding AP TP FURRED WALL@ OPEN AREA, 1' & 2ND FLR SOFFIT 07/01/2010 14 Frame/Steel/Bolting/Welding AP TP 07/01/2010 44 Rough/Ducts/Dampers PA TP ·duct pre wrap 06/30/2010 84 Rough Combo . CA TP 06/17/2010 11 Ftg/Foundation/Piers AP TP SLAB PREP, CLMN FTG, RESTROOM SUB 06/17/2010 1 :2 Steel/Bond Beam AP TP 06/14/2010 21 Underground/Under Floor AP PD. 06/09/2010 11 Ftg/Foundation/Piers WC TP 06/09/2010 61 Footing AP TP CMU GEN & TRASH ENCL 06/02/2010 . 11 Ftg/Fo1,mdation/Piers AP TP INT. SPRD FTGS @ WAREHOUSE 06/02/2010 12 Steel/Bond Beam AP TP CO·NSTRUCTION TESTIN;G & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115 I ESCONDIDO, CA 92026 I 760.746.4955 I FAX 760.746.9806 FINAL REPORT FOR SPECIAL INSPECTION & MATERIALS TESTING October 13, 2010 City-Of Carlsbad Building Inspection Department 1635 Faraday Avenue Carlsbad, CA 92009 CTE Project No. 10-10235T SUBJECT: SATISFACTORY C_OMPLETION OF WORK REQUIRING SPECIAL .. INSPHCilO.N REM'OEMED JJNDER PE_R¥IT NUMBER: CB I_Q0443 PROJECT ADDRESS: 2105 Rutherford Road I declare under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection and materials sampling of epoxy installation, reinforced concrete, reinforced masonry, and field welding has been completed. The inspected work for the structure constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the applicable building code. Executed on this thirteenth day of October 2010. _TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: CONSTRUCTION TESTING & ENGINEERING 1441 MONTIEL RD, ESCONDIDO RESPONSiBLE'MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: TomGaeto State of California Registration Number: 40182 Expir~tion Date: 9/30/12 ~ SIGNATUREic- SAN DIEGO I ESCONDIDO I RIVERSIDE I VENTURA I MERCED I TRACY I SACRAMENTO I PALM SPRINGS GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING EsGil Corporation In <Partnersl#p witli qovernment for (]Jui{aing Safety DATE: 5/14/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 100443 PROJECT ADDRESS: 2105 Rutherford Road SET: III PROJECT NAME: Genoptix Customer Service Cent.er D APPLICANT ~ 'cJ~<REVI EWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plan$ transmitted herewith will substantially comply with the jurisdiction's building codes w~en 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. ) 0 . The applicant's copy of \be -eheck 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: [gj 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 cont~cted: (by: ) : Fax #: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 5/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) S-60-1576 EsGil Corporati·on In <Partnersliip wit/i, (]overnment for (}Jui(ain9 Safety DATE: 4/27/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 100443 SET: II PROJ.ECT ADDRESS: 2105 Rutherford ~oad PROJECT NAME: Genoptix Customer Service Center D The plans transmitted her~with 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 building 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. · ~ 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. lZJ The applicant's copy of the check:list has been sent to: · Ken Hess 701 B Street #20Q San Diego, CA 92101 e-mail: khess@fpbarch.com ·D Esgil Corporation staff did not advise the applicant that the plan check has been completed. lZ] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: )<~'}Hess Telephone#: 619-231-0751 Date contacted:"f/.1.7ft0 (~ Fax #: 619-231-4396 e.,Mail ./Telephone Fax In Person D REMAR~tM.Jv By: David Yao Enclosures: EsGil Corporation 1:8] GA 1:8] EJ O PC 4/19 9320 Chesapeake Drive, Suite208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 100443 4/27/~010 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check Jist and may not necessarily be in sequence. The notes in bold font ·are current. Please make all qorrections, as requested in the correction list. Submit three new complete 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 Department~. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 100443 PLAN REVIEWER: Glen Adamek SET:11 GENERAL AND ARCHITECTURAL PME ITEMS 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 3. The hazardous material notes on sheet A2.1 do not address data requested. Clearly note on the drawing: "The proposed amounts of hazardous materials to be used and/or stored within the building will not exceed the exempt amounts in CBC, Tables 307.1(1) and/or 307.1(2)." Or if this is not the case pr:ovide the following data and correct the building occupancies. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). City of Carlsbad 100443 4/27/2010 · A) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed -hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations iii the building where each type of hazardous material is being stored or ·used. D) Note: If hazardous materials are present in any amount, forward this information to the n1echanical designer for design compliance with UMC Chapter 5 .. PLUMBING (2006 UNIFORM PLUMBING CODE) 13. Correct the location of the gas piping sediment trap shown in details 1 & 6 on sheet P3.1 to be between the gas appliance shut-off valve and the gas appliance. The gas piping sediment trap (dirt leg) is on the incorrect side of. the appliance shut-off valve. Include the gas piping sediment trap installed-as close as po$sible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap, (or) ranges, clothes dryers, gas fireplaces, and outdoor grilles: UPC 1212.7. 15. The "mixing valve" as shown in detail 1 on sheet P3.1 is not acceptable. Please address the following items: Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPq 413.1. A) Please correct to clearly show " thermostatic mixing valve". 8) Please list the proposed "thermostatic mixing valve" in the Fixture Connection Schedule on sheet .P0.1. C) Please provide installation instructions and cut-sheets for the proposed "thermostatic mixing valve" showing installation in a hot water recirculation loop system. 19. Provide the following information concerning the water heater: No sheet P3.1 with detail 1, for the water heater as per sheet P2.1, C) The sheet M1 .3 does not show the combustion air duct openings to the exterior. And sheets M1 .1 and M1 .2 do not clearly show the required separate high an~ low ducting systems (looks to be connected into one duct.)Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 D) The sheet M1.3 does not show the water heater flue cap. And sheets M1 .1 and 1\111.2 seem to show the flue to be running horizontally too flat and the off-set to height is not clearly shown. Also, the mechanical drawings provided do not detail the required clearances ., City of Carlsbad 100443 4127/2010 ' · to opening at flue cap. Please correct. Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 · MECHANICAL (2006 UNIFORM MECHANICAL CODE) . 21. The drawings show no make-up air to Janitor Rooms and the door louvers shown on the mechanical plans do not show-up on the door schedule on sh~et A2.7 for the shower room doors. Please correct. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7 22. No new energy designs and the sheets M1 .1 and M1 .2 have not been corrected to show the where the transfer air systems. The MECH-3-C forms provided do not match the mechanical drawings: B) The transfer are systems to provide the required outside air to areas served by fan coils# FC 2-1, FC 2-2, FC 2-3, FC 2-4, FC 2-5 & FC 2-6; and VAV 1-8, as designed on the MEC_H-3-C forms is not shown on the mechanical drawings. C) Please correct the mechanical drawings and MECH-forms to agree. 23. Sheets M1 .1 and M1 .2 do not clearly show the limits of the ceiling spaces to be used as return air plenum. Please clearly address on the drawings. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: A) The plans are not clear, but seem to show wood framing members are exposed in the plenum space, and this does not agree with the notes on sheets M1 .1 and M1 .2. Clearly show that all material exposed within the plenum complies with UMC Section 602.2 (10) & Section 605.0. "Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181." B) The plans are not clear, but seem to show wood framing members are exposed in the plenum space, and this does not agree with the notes on sheets M1 .1 and M1 .2. Clearly show that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke- developed rating of not more than 50. C) This item to be reviewed when the location of the ceiling return air plenums are clearly shown on the drawings. A combustion products vent, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC Section 804.0. D) This item to be_ reviewed when the location of the ceiling return air plenums are clearly shown on the drawings. Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). City of Carlsbad 100443 .4/27/2010 .:, · Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. Provide ventilation at both of the rooms containing transformers: exhaust and make-up air or cooling. Ventilation not added on my delta 04/09. Note:. If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT 1 EsGil Corporation In <Partnetsliip witli {Jqflernment for <Buifaing Safety DATE: 3/24/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 100443 SET:I PROJECT ADDRESS: 2105 Rutherford Road PROJECT NAME: Genoptix Customer Service Center D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ·D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor defiqiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies .identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Ken Hess 701 B Street #200 San Diego, CA 92101 e-mail: khess@fpbarch.com D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ken Hess Telephone#: 619-231-0751 Date contacted: oh..slrCJ ·(by: F-) Fax #: 619-231-4396 I::: Mail v Telephone/ Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation ~ GA ~ EJ O PC 3/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 100443 3/24./2010 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 100443 JURISDICTION: City of Carlsbad OCCUPANCY: B/S-1 USE: office/warehouse TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 25295 sf T.I. of existing 33120 sf ALLOWABLE FLOOR AREA: 33750 sf STORIES: 2 HEIGHT: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/24/2010 FOREWORD-{PLEASE READ): OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/16 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 2007 CBC, which adopts the 2006 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 2006 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 100443 3/24/2010 Please make all corrections, as requested in the correction list. Submit three new complete 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 one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) B/S-1 (S-2 is for storage of non-combustible material?) • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was· chosen from Section 508.3. It appears to non- separated option is adequate? + FIRE BARRIERS 3. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: a) Wall between warehouse 100 and office. b) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing. ROOI\IIORAREA Sl::PARATION AND/OR PROTECTION Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing feet syst~m City of Carlsbad 100443 3/24/2010 4. • EXITS In rooms or areas where the occupant-load exceeds the values in the table below, two exits shall be provided. Section 1015.1. Where is the second exit from the employee lunch area? Occupant load 57 per T1 .4. OCCUPANCY . MAXIMUM OCCUPANT LOAD A, I 49 5. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.8. In lieu of the above, in a Group B, F, Mor S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading lHIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 6. Each door in a means of egress from an occupancy of Group A having an occupant load of 50· or more (and any occupancy of Group H-1 through H-5) shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.9. 7. All doors and gates, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more (and any occupancy of Group H- 1 through H-5) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.9 and 1-002. • GLASS AND GLAZING 8. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60.inches above the walking surface. • ACCESSIBILITY 9. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. City of Carlsbad 100443 3/24/2010 • STRUCTURAL • Construction documents 10. The following design loads shall be clearly indicated on the construction documents. (Section 1-603.1) • Wind load. The following information should be provided, (Section 1603.1.4) o Basic Wind speed (3-second gust), mph o Wind importance factor, I, and building category o Wind exposure o Applicable internal pressure coefficient o Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional 11. Sheet 3 of the calculation shows the bracing of the roof screen connects directly to the support. Detail 11, 7 /SD-3 shows the force will acting on top the 1 0" long column. It generates moment at the base. Please double check the connection for detail 11 and 7/SD-3. (especially 7/SD-3, extra blocking?) 12. The analysis shows reinforced the top, bottom and web of existing joists. What about the connections? Does the existing connections for the existing metal joists adequate? Please check. 13. The calculation appears to show all the girders (1, 2, 3, 4) are adequate. The plan shows the "existing girder reinforced per 16/SD-3". Does this reinforcement apply to girder along line C between gird 6-7 and 5-6 only? Please clarify. 14. Sheet 206 of the calculation shows interior wall C35/8x15/8x20 ga at 16"o.c. Detail 2/SD1 shows wall 2 is 24"o.c. and wall 2A is different size. Please check. • ADDITIONAL 15. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 16. 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. 17. 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: D Yes D No City of Carlsbad 100443 3/24/2010 18. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 100443 PLAN REVIEWER: Glen Adamek SET:I GENERAL AND ARCHITECTURAL PME ITEMS 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the per.son responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 2. Correct the statement on the Title Sheet of the plans to show compliance with the current Energy Code, as of the first day of 2010. The 2008 edition of the California Energy Efficiency Standards is the correct current Energy Code. 3. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coineides with the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous mate.rials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly"show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5. 4. As per IBC, table 508.2 the incidental use areas for storage rooms over 100 sq. ft. of floor area, shall be separated from the remainder of the building by a fire barrier or if provided with an automatic fire extinguishing system the separation must comply with IBC, Section 508.2.2: "the incidental use area shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The partitions shall extend from the floor to the City of Carlsbad 100443 3/24/2010 underside of the fire-resistance-rated floor/ceiling assembly or fire-resistance- rated roof/ceiling assembly above or to the underside of the floor or roof sheathing, or sub deck above. Doors shall be self-or automatic closing upon detection of smoke in accordance with Section 715.4.7.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80." 5. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 6. The plans do not seem to show the A-occupancy Employee Lunch Area. Please correct the building occupancies shown on sheet T1 .1. 7. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active. or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day; As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified perfqrmance is achieved .... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." PLUMBING (2006 UNIFORM PLUMBING CODE) 8. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 9. A minimum of one drinking fountain is required at each occupied floor in schools, theaters, auditoriums, dormitories, offices, or public buildings. UPC Table 4-1, footnote 13. 10. Provide Separate Facilities for each sex as per UPC, Section 412.3. Show the required separate men's and women's shower rooms. 11: Please complete and correct the water line sizing calculations on sheet P0.1: a) Please include the two dishwashers and the two kitchen sinks in the Break Rooms in the water demands. b) Show the size and location of the public water meter. And review the wa.ter meter pressure loss as per CPC, Chart A-1. City of Carlsbad 100443 3/24/2010 c) The water line sizing does not include any hose bibs or landscape watering systems. Please address. d) The values in the pipe sizing table on sheet P0.1 do not match values · from CPC, Chart A-4 for the ve_locities and GPM flows in copper tubing. Please correct. e) Correct the water line sizing calculations to show compliance with UPC, Section 610.12.1: Maximum velocities in copper and copper alloy tube and fitting systems shall be limited to a maximum of eight (8) feet per second in cold water and five (5) feet per second in hot water. No hot water sizing table provided. f) A complete review of the water line sizing calculations and pipe sizes will be done when the complete corrected water line sizing is provided. 1 ?-The plumbing plans do not include the piping for the two dishwashers and the two kitchen sinks in the Break Rooms. Please correct. 13. Include the gas piping sediment trap installed as close as possible to the app_liance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 14. All water closet seats, except those within dwelling units, shall be of the open front type or have an automatic seat cover dispenser, as per UPC, Section 408.2.2. 15. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 16. Specify the control valves for the showers as pressure balance or as thermostatic mixing valve style. UPC 418.0 17. Show the shower control valve and shower head locations comply with UPC, Section 411.10. 18.. Floors shall slope.to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 19. Provide the following information concerning the water heater: No sheet P3.1 with detail 1, for the water heater as per sheet P2.1. a) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 b) Show P & T valve oh water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 City of Carlsbad 100443 3/24/20.10 c) Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 d) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 e) An expansion tank or other approved device is required if system pressure relief is not available due to the install~tion of backflow devices or certain pressure regulators. Please address. UPC 608.3 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 20, Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 21. Provide the exhaust and make_-up air design for the occupancy type listed in Table 4.4. UMC 403.7 22. The MECH-3..:C forms provided do not match the mechanical drawings: a) The VAV 1-7, VAV 1-8, VAV 1-9, and VAV 1-10 listed in the MECH-forms are not s_hown on the mech;:mical drawings. b) The transfer are systems to provide the required outside air to areas served by fan coils# FC 2-1, FC 2-2, FC 2-3, FC 2-4, FC 2-5 & FC 2-6; and VAV 1-8, as designed on the MECH-3-C forms is not shown on the mechanical drawings. c) Please correct the drawings and MECH-forms to agree. 23. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: a) Clearly show that all material exposed within ttie plenum complies with UMC Section 602.2 (1-0) & Section 605.0. "Materials shall have a.mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181." b) Clearly show that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed,.rating of not more than 50. c) A combustion products vent, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC Section 804.0. d) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). e) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall City of Carlsbad 100443 3/24/2010 comply with NEC 300-22(c)1", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". UMC 602.2. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. Provide ventilation at bot~ of the rooms containing transformers: exhaust and make-up air or cooling. 2. Is the existing "MSA" being removed, decommissioned, or what? 3. Explain the AC supply fan installation on emergency power. Sheet M0.3, the AC-s are noted on "emergency power". I not sure which NEC 700 series article that Note is alluding too. 4. I see the enlarged "IT" room outline but no detailing? What I'm primarily interested in is the necessity of compliance with NEC Article 645. Please address. 5. Detail the new signage to be placed at the existing service disconnect describing the existence and detail~ of the generator and UPS systems. 6. The required egress lighting in CBC 1006.1 must be illuminated all times the building space served by the means of egress is occupied. The use of occupancy sensors would not comply with this requirement. • Check energy for lighting requirements. ENERGY CONSERVATION T. The overall envelope method did not comply. See sheets ENV-3C, 4 of 6 series for results. Provide a new design calculation. 8. The MECH-3-C forms provided do not match the mechanical drawings: a) The transfer are systems lo provide the required outside air to areas served by fan coils# FC 2-1, FC 2-2, FC 2-3, FC 2-4, FC 2-5 & FC 2-6; and VAV 1-8, as designed on the MECH-3-C forms is not shown on the mechanical drawings. b) Please correct the drawings and MECH-forms to agree. 9. Why an office call center is considered "scientific" for the allowable lighting calculation? City of Carlsbad 100443 3/24/2010 10. Include compliance with Energy Standards section 131(c)(CC)1D & 131(CC)2. (Skylight daylight areas). Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • MULTIPLE ACCOMMODATION SANITARY FACILITIES City ofCadsbad 100443 3/24/2010 FLUSH PCllVA~ ON WIDE SIDE-- 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR $WINGS IN 56" MIN.AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. 36" MIN. z RA BAR :ii 60" MIN. 42" MIN. GRAB,BAR --1 I // I 1 34" I MIN. CLEAR I / /1s· MIN. 60" MIN. DIAMETER \ CLEAR / ·\, / . ___ / . ,-------30"·x 48" I CLEAR SPACE I . I L __ _ 44" MIN. CLEAR r--- 1 I I 60" X 60" I LEVEL AND CLEAR I I 2. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. NOTE: Doors ( other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 1115B.3.1. Please show all the dimensions.on the plan. Show the door to the toilet room ... etc. 3. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 1115B.3.1.2. City of Carlsbad 100443 3/24/2010 . . SINGLE ACCOMMODATION FACILITIES 4. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 11158.3.2. The space is required to be: (The regular shower room will be considered as single accommodation facility. The shower does not have to be accessible but the toilet has to be accessible (grab bar .. etc) per 11158.3.) · a} ~60" diameter. b) AT-shaped space as shown in Figure 118-12(a) and (b). c) Doors. are not permitted to encroach into this space by more than 12 inches. 5. Show that the water closet is located in a space, per Section 11158.3.2.3, which provides: a) A minimum side clearance of either: i) ~28" from a fixture .. This clearance shall extend all the way to the rear wall. Section 11158.4.1.1. This will generally require the toilet room to be 7' wide (along the rear wall) by 6'-6" in the other direction. ii) ~32" from a wall on one side. This clearance shall extend all the way to the rear wall. b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11158.4.1.2. 6. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into t_hose areas. Section 11158.3.2.2. • GENERAL ACCESSIBILiTY REQUIREMENTS • ACCESSIBLE SINKS 7. Per Section 11178.9, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor space at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. b) The accessible sink shall be a maximum of 6-½" deep. The sink shall be mounted with the counter or rim no higher than 34" above finish floor. Knee clearance that is at least 27" high, 30" side and 19" underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. City of Carlsbad 100443 3/24/2010 c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-dosing valves are allowed if the faucet remains open for at least 10 seconds. END OF DOCUMENT Cj.ty of Carlsbad 100443 3/24/2010 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 100443 DATE: 3/24/2010 BUILDING ADDRESS: 2105 Rutherford Road BUILDING OCCUPANCY: B/S-1 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier T.I. 25295 Air Conditioning . Fire Sprinklers TOiAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance 1..-1 Plan Check Fee by Ordinance j ... j Type of Review: 0 Complete Review 0 Repetitive Fee ~ Repeats · Comments: D Other D Hourly EsGII Fee TYPE OF CONSTRUCTION: V-B Reg. VALUE ($) Mod. per city 885,325 885,325 $3,294.671 $2,141.541 D Structural Only ----IHr.@• $1,845.021 Sheet 1 of 1 macvalue.doc + l . ,,./' . i BUILDING PLANCHECK CHECKLIST DATE: 3/-31/;0 L? PLANCHECKNO.: QclO-1_'73 BUILDINGAODRESS: c:J/oS/ /Ctf&-,4. 6,£ -~--· -~-- PROJECT DESCRIPTION: d)s-,_ c:51'71_. SE· # TZ; > / ASSESSOR'S PARCEL NUMBER: c:9/2 /2-P "-u) EST. VALUE: J'f J/ :)2/ ,.. ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure · continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: ed list of outstanding issues ith 0. M necessary corrections to plans or spe ificaf for compliance with applicable codes a standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Only the applicable sheets have been sent. · By: Date: -------- By: Date: 8: Date: FOR' OFFICIAL USE· ONLY ENGINEERING AUTHORIZATION TO IS~l,JE BUILDING. PERMIT: By: Date, . L{_~Q-( 0. ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON D Engineering Application Name: j KATHLEEN M. LAWRENCE D City of Carlsbad Dedication Checklist D Improvement Checklist Address: 1635 Faradav Avenue, Carlsbad, CA 92008 D Neighborhood Improvement Agreement Phone: (760) 602-2741 D Grading Submittal Checklist NOTE: If there are retaining walls D Right-of-Way Permit Application and Info associated with your project, please check Sheet with the Building Department if these walls D Storm Water Applicability Checklist/Storm need to be pulled by separate RETAINING Water Compliance Exemption Form WALL PERMIT. 1635 Faraday Avenue• Carlsbad, CA 92008-'731·4 • (760) 602-2720 • FAX (760) 602-8562 (i) :r D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site pl~n drawn to scale. Show: A. North Arrow F. B. Existing & Proposed Structures G. C. Existing Street Improvements • H. D. Property Lines (show all dimensions) I. E. Easements . J. K. 2. Show on site plan: Right-of-Way Width & Adj Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Submit on signed approved plans DWGNo. ----- A. Drainage Patterns _ 1. Building pad surface drainage must maintain a ·minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s,) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: .-A:-Site address ~ssessor's Parcel Number -------e:-c:egal Description/Lot Number _____ _ ' For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, . existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER ~(3 (it, a ;u z.. J3 /lo DESCRIPT~~ ~/!' Show all existing use of SF and new proposed use of SF. Example: Tenant' Improvement for 3500 SF of warehouse to 3500 SF of office. fud tbhl>t & ~{ fCu5 ~ -~/1 ")'"7'-~-1 2 qi ;J-tJ-77 0f 1/&7 ?vc;~ //171 . (t'r¼#) · J~ l3sr;/w x ri/-;: / 3 S fl JR,t,Jujr0.-;;i_ o'/ ,,-. ,. --~ •, ..• .. f ... ENGINEERING DEPARTMENT FEE CALCULAtlON WORKSHEET D Estimate based on unconfirmed information from applicant. O Calculation based on buildin plancheck plan submittal. Address: -..... :-------1!:1'--> U..... Bldg. Permit No._(;// __ £_O_ .. _L/1. __ P __ Prepared by:__._...:;_____ Oat~ / U Checked by: ___ _ Date: ----- EDU CALCULATIONS: List types c1nd sffie footages for all uses. Types of Use: /3 JI/ ~~ftUUnits: ____ _ EDU's: -----· Types of Use: ______ Sq. Ft./Units:_~----EDU's: ----~ ADT CALCULATIONS: List types and sA'l~fEi"~~ges for all uses. Types of Use: /J Jtf I /l).,u!s;.11 ft'.1units: 7 -----ADT's: ----- Types o.f Use: -------Sq. Ft./Units: ---,---ADT's: ----- FEES REQUIRED: WITHIN CFD: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: ____ [-fYut:,UI- FEE/UNIT: ____ ~-f NO. UNITS:-=----= $ ~ / D 2. TRAFFIC IMPACT FEE. /:J'/J~l//h--P y_ If _ _. )( {J'}.fof ADT's/UNITS: x FEE/ADT: d)ot/ = $ If ?~V-72- D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 __ DIST. #2 DIST. #3 __ ) ADT's/UNITS: ____ _ X FEE/ADT: ___ _ = $ __ ,,....-:::::::::::::;__ __ D 4. FACILITIES MANAGEMENT FEE ZONE: ___ _ D 5. SEWER FEE UNIT/SO.FT.: ___ ~...,... / Js-rl /iii)) "r EDU's: ----,-,'---"---1':ft:?'?"j-- FEE/SQ.FT ./UNIT: ___ _ 7 Sl-- ;;,, 7 2-ffe ~ X rEE/EDU: __ _ 4,J-'3 .--:--/_ FEE/EDU:_;;)_'7_7 lP X =$ BENEFIT AREA: ____ _ EDU's: _ _,_ __ _ X =$ ---- .S-2'7'5,~ 8' v' ... /~ 37'1-o<?J =$ D 6. SEWER l:.ATERAL ($2,500) =$ _____ _ D 7. DRAINAGE FEES PLDA____ HIGH ___ /LOW __ _ ACRES:_____ X FEE/AC: __ _ =$ ____ _ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of2 Word\Docs\Mlsforms\Fee Calculation Worksheet Rev. 7/14/00 & ~ CITY OF CARLSBAD INSTRUCTIONS: STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov This questionnaire must be completed by applicant in advance of submitting for a development application (subdivision and land use planning approvals and construction permits). The results of the questionnaire determine the level of storm water pollution prevention standards applied to a proposed development or redevelopment project. Many aspects of project site design are dependent upon the storm water pollution protection standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. A staff determination that the development application is subject to more stringent storm water standards than initially assessed by the applicant, will result in the return of the development application as incomplete. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Construction Activity Storm Water Standards Questionnaire. To address pollutants that may be generated from new development, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design, which are described in Section 2 of the city's Storm Water Standards Manual This questionnaire should be used to categorize new development and significant redevelopment projects as priority or non-priority, to determine what level of storm water standards are required or if the project is exempt. I 1. Is your project a significant redevelopment? Definition: Significant redevelopment is defined as the creation or addition of at least 5,000 square feet of impervious surface on an already developed site. Significant redevelopment includes, but is not limited to: the expansion of a building footprint; addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underlying soil during construction. Note: If the Significant Redevelopment results in an increase of less than fifty percent of the impervious surfaces of a previously existing development, and the existing development was not subject to SUSMP requirements, the numeric sizing criteria discussed in Table 3 of 2.3.3.4 applies only to the addition, and not to the entire development. 2. If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2. 3. If your project IS NOT considered significant redevelopment, then please proceed to Section 1. E-34 Page 1 of3 REV 1/22/10 & ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE YES NO Does your project meet one or more of the following criteria: 1. Home subdivision of 100 units or more. :,(. Includes SFD MFD Condominium and Aoartments 2. Residential development of 1 O units or more. x Includes SFD, MFD, Condominium and Aoartments 3. Commercial and industrial development g_reater than 100,000 sg_uare feet including_ parking areas. ~ Any development on private land that is not for heavy industrial or residential uses. Example: Hospitals, Hotels, Recreational Facilities, Shonnina Malls, etc. 4. Heavy Industrial/ Industry greater than 1 acre (NEED SIC CODES FOR PERMIT BUSINESS TYPES) ,< SIC codes 5013, 5014, 5541, 7532-7534, and 7536-7539 5. Automotive repair shop. x SIC codes 5013, 5014, 5541, 7532-7534, and7536-7539 6. A New Restaurant where the land area of development is 5,000 sg_uare feet or more including_ parking areas. X SIC code 5812 7. Hillside development >( (1) greater than 5,000 square feet of impervious surface area and (2) development will grade on any natural slooe that is 25% or areater 8. Environmentally Sensitive Area (ESA). ~ Impervious surface of 2,500 square feet or more located within, "directly adjacent"2 to (within 200 feet), or "discharaina directly to"3 receivina water within the ESA 1 9. Parking lot. x Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban runoff 10. Retail Gasoline Outlets -seNing more than 100 vehicles per day. X Serving more than 100 vehicles per day and greater than 5,000 square feet 11. Streets, roads, highways, and freeways. X Project would create a new paved surface that is 5,000 square feet or greater. 12. Coastal Development Zone. 'I. Within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases imoermeable surface on orooertv bv more than 10%. 13. More than 1-acre of disturbance. x Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Develooment Proiect4. 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas wt,ich have been identified by the co-permittees. 2 "Directly adjacent' means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to• means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surroundin ervious surfaces. Section 1 Results: If you answered YES to ANY of the questions above you have a PRIORITY project and PRIORITY project requirements DO apply. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. Please check the "MEETS PRIORITY REQUIREMENTS" box in Section 3. If you answered NO to ALL of the questions above, then you are a NON-PRIORITY project and STANDARD requirements apply. Please check the "DOES NOT MEET PRIORITY REQUIREMENTS" box in Section 3. E-34 Page2 of3 REV 1/22/10 , 0 ~~ ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I SECTION 2: SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project YES NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Proiect (see definition in Section 1) If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY project requirements. Please check the "MEETS PRIORITY REQUIREMENTS" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO then you ARE NOT a significant redevelopment and you ARE NOT subject to PRIORITY project requirements, only STANDARD requirements. Please check the "DOES NOT MEET PRIORITY REQUIREMENTS" box in Section 3 below. 3. Is the proiect solely limited to one of the followinQ: a. TrenchinQ and resurfacinQ associated with utility work? b. ResurfacinQ and reconfiQurinQ existinQ surface parkinQ lots? C. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existinq roads? d. Replacement of existin!l damaqed pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ONE OR MORE of the questions, then you ARE NOT a significant redevelopment and you ARE NOT subject to PRIORITY project requirements, only STANDARD requirements. Please check the 'DOES NOT MEET PRIORITY REQUIREMENTS" box in Section 3 below. 4. Will the development create, replac~. or add at least 5,000 square feet of impervious surfaces on an existing development, or be located within 200 feet of the Pacific Ocean and (1) create more than 2500 square feet of impermeable surface or (2) increase impermeable surface on property by more than 10%? If you answered YES, you ARE a significant redevelopment and you ARE subject to PRIORITY project requirements. Please check the "MEETS WITH REQUIREMENTS" box in Section 3 below. If you answered NO, you ARE NOT a significant redevelopment, and you ARE NOT subject to PRIORITY project requirements, only STANDARD requirements. Please check the 'DOES NOT MEET PRIORITY REQUIREMENTS" box in Section 3 below. I SECTION 3 Questionnaire Results: D MY PROJECT MEETS PRIORITY REQUIREMENTS. MUST COMPLY WITH PRIORITY PROJECT STANDARDS AND MUST PREPARE A STORM WATER MANAGEMENT PLAN FOR SUBMITTAL AT TIME OF APPLICATION. MY PROJECT DOES NOT MEET PRIORITY REQUIREMENTS AND MUST ONLY COMPLY WITH STANDARD STORM WATER REQUIREMENTS. 0 By: Date: Date: =3-[O, JO Project ID: E-34 Page 3 of 3 REV 1/22/10 No i s .!! .!! ca ca CII C 0 0 ~ ~ \J ~ ~ >, .c :jj; ~ ij ~ ~ ~ .i:;; .s: .s: u (.) (.) C C C ~ CII £ a: ~DD ~DD ~DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB100443 Address 2105 RUTHERFORD Planner GINA RUIZ Phone .,_,(7'--"6=-=0:..L.)-=6=0-=2--...,,_4=-67.,_5=--------- APN: 212-120-20-00 Type of Project ·& Use: ti Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone:.§. CFD (in/out) #_1 Date of participation:5/7/1991 Remaining net dev. acres: __ _ Circle One {For hon-residential development: Type of land used created by this permit: ) Legend: ~ Item Complete @Item Incomplete -Needs your action YES D NO~ TYPE . Environmental Review Required: DATE OF COMPLETION: --- Compliance· with conditions of approval? If not, .state conditions which require action. Conditions of Approval: Discretiqnary Action Required: YES D NO ~ TYPE -- APPROVAL/RESQ. 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 located in Coastal Zone?YES ONO 181. CA Coastal Commission Authority? YES ONO 181. 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): i-labftatManagementP/an Data Entry Completed? YES D NO ~ 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 ~ {Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D· NOD {A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 ~DD ~DD ~DD ~DD ~DD ~DD. ~DD SEE ADDITIONAL COMMENTS BELOW Policy 44 -Neighborf)ood Architectural Design Guidelines 1. Applicability: YES D NO ~ 2. Project complies: YES D NOD Zoning: 1 . Setbacks: Front: Interior. Side: Street Side: Rear: Top of slope: Requited.---,---Shown __ Requited __ Shown __ Required Shown __ Required Shown __ Required Shown __ 2. Accessory ·structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Reqµired Shown Rear: Required Shown Structure separation: Required Shown 3. tot Coverage: Required Shown 4. Height: Required Shown 5 .. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments #1. Sheet M1.3 shows new roof mounted equipment. Please add a section showing how the equipment will be screened from streets within 500' (see attached 12,~ 'M0 ; ;t~0 ~ 11-0uf I\M)V,Jll;;O etx_v I~ '1lllf ~I l'i'E 8F ~ V . . . . ~I/) tt/ra /, L.,\;~ (Jr & fettfl OK TO ISSUE AND Ef;JTERED APPROVAL INTO COMPUTER ~-DATE 410 H:\AOMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 ,. J. • I~~-• I~( · ·-.. · _ Carlsbad Fire Department Plan Review Requirements Category: Tl , COMM Date of Report: 05-14-2010 . . Name: RENO CONSTR:t]CTION STE-100 RENO CONTRACTING INC. Address: Permit#: CB100443 1450 FRAZEE RD SANDIEGO CA 92108 Job Name: Job Address: GENOPTIX-25,295 SF OFFICE 2105 RUTHERFORD RD CBAD Conditions: Cond: CON0003961 [NOT MET] 1. Sheet Al .0 -deferred submittal and fire permit application required for emergency generator. See attac_hed fire permit-application. 2. Sheet Al.0 -no speed bumps or similiar allowed in fire department access roadway in accordance with Carlsbad-ordinance 17.04.140. 3. Deferred submittal and technical report shall be submitted for high piled storage. State if there will be high piled storage. State commodity classification of stored items, per NFP A standards. 4. Sheet Tl .4 -Emergency egress ilb.1111ination shall meet the following: The means of egress, including the exit discharge, shall be illuminated at all° times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than I-foot candle at the walking surface. CFC 1006 Illuminated exit signs and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AN:P electrical sheets. 5. Clarify locking system for front door. Will magnetic locks be installed? Will this be a controlled egress system? Provide all manufacturer's specification sheets for the enire assembly. i 6. Add note: Card Readers shall not inhibit egress as stated. This shall be demonstrated prior to occupancy. Entry: 04/12/2010 By: cwong Action: CO Cond: CON0003976 [NOT MET] **** Bubble ALL changes**** 1. Sheet Al .0 -state that deferred submittal for generator Will be submitted to Carlsbad Fire Department. 2. Sheet Al .0 -State _that no speed bumps are allowed in fire department access roadway in accordance with Carlsbad Ordinance 17.04.140. 3. Sheet Tl.4 -add EM lighting as req-µired in previous comment# 4. Address the following areas as EM lighting shall correspond with egress plan: ·a. 1st floor along north and west wall b. 2nd floor re-evaluate entire floor C. warehouse area 4. Add item #6 in previous commnets; Entry: 04/20/2010 By: cwong Action: CO Cond: CON0003997 [NOT MET] 1. EM lighting shall be along pth of travel as indicated in previous comments. This is still not consistent with north wall and southwest wall. Per Ken Hess, electrical contractor to schedule over the counter with C Wong to make changes for approval. Entry: 05/11/2010 By: ·cwong Action: CO Cond: CON0004016 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 05/14/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date ofR.eport: 05-11-2010 Name: Address: Permit #: CB 100443 RENO CONSTRUCTION STE 100 1450 FRAZEE RD SANDIEGO CA 92108 Job Name: GENOPTIX-25,295 SF OFFICE Job Address: 2105 RUTHERFORD RD CBAD Reviewed by: CJ,(.)...)iDt:-\) RENO CONTRACTING INC. [5 l'~ID~ The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable coqes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003961 [NOT MET] 1. Sheet Al.O -deferred submittal and fire permit application required for emergency generator. See attached fire permit application. 2. Sheet ALO -no speed bumps or similiar allowed in fire department access roadway in accordance with Carlsbad ordinance 17.04.140. · 3. Deferred submittal and technical report shall be submitted for high piled storage. State if there will be high piled storage .. State commodity classification of stored items, per NFP A standards. 4. Sheet Tl .4 -Emergency egress illumination shall meet the following: The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 Illuminated exit signs and egress lighting shall 1:)e placed in accordance with CFC 1011. Indicate on J,1eflective ceiling AND electrical sheets. 5. Clarify locking system for front door. Will magnt;)tic locks be in.stalled? Will this be a controlled egress system? Provide all manufacturer's specification sheets for the enire assembly. 6. ¾dd n@te: Card Readers shall not inhibit egress. as stated. This shall be demonstrated prior to occupancy. Entry: 04/12/2010 By: cwong Action: CO Cond: CON0003976 [NOT MET] **** Bul;ible AX,,L changes**** 1. Sheet Al.0-state that deferred submittal for generator will be submitted to Carlsbad Fire Department. 2. Sheet Al .0 -State that no speed bumps are allowed in fire department access roadway in accordance with Carlsbad Ordinance 17.04.140. 3. Sheet Tl.4 -add EM lighting as required in previous comment# 4. Address the following areas as EM lighting shall correspond with egress plan: a. I st floor along north and west wall b. 2nd floor re-evaluate entire floor c. warehouse area 4. Add item #6 in previous commnets~ Entry: 04/20/2010 By: cwong Action: CO Cond: CON0003997 [NOT MET] 1. EM lighting shall be alongpth of travel as indicated in previous comments. This is still not consistent with north wall and southwest wall. Per Ken Hess, electrical contractor to schedule over the counter with C Wong to make changes for approval. Entry: 05/11/2010 By: cwong ~ m . . ''>i . · Carlsbad Fire· Department Plan Review Requirements Category: TI , C_OMM / Date of Report: 04-20-2010 Reviewed by: ~CJ\.\ Name: RENO CONSTRUCTION RENO CONTRACTING INC. (_) Address: STE 100 1450 FRAZEE RD SANDIEGO CA 92108 Permit #: CB 100443 Job Name: Job Address: GENOPTIX-25,295 $F OFFICE 2105 RUTHERFORD RD CBAD BLDG. DEPT COPY t;:;;1.N:ee>M:P-J;E.T-~e item you have submitted for review is incomplete. At this time, ihis office cannot adequately conduct a review to determine c_o:inpliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resuomit the necessary pl~s and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003961 [NOT MET] 1. Sheet Al.0 -deferred submittal and fire permit application required for emergency generator. See attached fire permit application .. 2. Sheet Al .0 -no speed bumps or similiar allowed in fire department access roadway in accordance with Carlsbad ordinance 17.04.140. ' 3. Deferred submittal and technical report shall be submitted for high piled storage. State if there will be high piled storage. State· commodity classification of stored items, pet NFP A standards. 4. Sheet Tl .4 -Emergency egress illumination sha,11 meet the following: The :means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1009 Illuminated exit signs and egress lighting shall 'be placed in accoro.ance with CFC IO 11. Indicate on reflective c~iling AND electrical sheets. 5. Clarify locking system for front door. Will magnetic locks be installed? Will this be a controlled egress system? Provide all manufacturer's specification sheets for the enire assembly. 6. Add note: Card Readers shall not inhibit e~es$ as. stated. This shall be demonstrated prior to oco-1:1.pancJ. Entry: 04/12/2010 By: c;wong Action: CO Cond; CON0003976 [NQTMET] 1. Sheet Al .0 -state that deferred sµbmittal for generator will be submitted to Carlsbad Fire Department. 2. Sheet Al .0 -State that no speed bumps are allowed in fire department access roadway in accordance with Carlsbad Ordinance 17.04.140. 3. Sheet Tl .4 -add EM lighting as :required in previous commeflt # 4. Address the following areas as EM lighting shall correspond with egress plan: a. 1st floor along north and west wall b. 2nd floor re-evaluate entire floor c. warehouse area 4. Add item #6 in previous commnets: · Entry: 04/20/2010 By: cwong Action: CO Carls~ad Fire Department i. Plan Review ! Requirements Category: TI , COMM I Date of Report: 04-~2--2010 Name: Address: l l j i' I Permit #: CB 10044f RENO CONSTRUCTION STE 100 1450 FRAZEE RD SANDIEGO CA 92108 Job Name.: GE:N°OPTIX-25,295 SF OFJ,'ICE Job Address: 210r RUTHERFORD RD CBAD Reviewed by: {:AA) lf\.) ~ RENO CONTRACTING INC. -! The item you have submitted for review is incomplete. At this time, this office cannot adequat~ly conduct!a review to determine compliance with the applicable codes and/or standards. Please review carefully all commJnts attached., Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for re~iew and approval. Conditions: Cond: CON0003961l [NOT MET] J 1. Sheet Al .0 -def~rred submittal and fire permit application required for emergency generator. See attached.fire pebnit application. [ 2. Sheet ALO -no ~peed bumps or similiar allowed in fire department access roadway in accordance with Carlsbad ordi4ance 17.04.140. 3. Deferred submitt~l and technical report shall be submitted for high piled storage. State if there will be high pf1ed storage. State commodity classification of stored items, per NFP A standards. I . _ . 4. Sheet Tl .4 -Em~rgency egress illumination shall ni~et the following: ! . ' I The means of egres~, including the exit discharge, shall be illuminated at all times the space served by the mean~ of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle ~t the walking surface. CFC 1006 ' : . Illuminated exit sizjls and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. i 5. Clarify locking system for front door. Will ma,gnetic locks be installed? Will this be a controlled egress s){stem? Provide all manufacturer's specification sheets for the enire assembly. i. Add note: Card ~eaders shall not inhibit egress as stated. This shall be demonstrated prior to occupancy. I Entry: 04/12/2010 By: cwong ,.Gj.~fi.-i-CO.:J I I ' ( SEE MORE STRUCTURAL'CALCS SCANNED SEPARATEL',f PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Genoptix Customer Service Center Tenant Improvement Plan Check Response & Additional Cales. Carlsbad, CA Sheets PC-1 thru PC-126 PRIME Jotr: ik.'Ji f 0 STRUCTURAL oate: ~ ENGINEERS s1it: pc._ -I I ' 4/7/2010 EsGil Corporation 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 Attention: David Yao Subject: Genoptix Customer Service Center Plan Check Response Plan Check No. 100443 Responses: 10. The following design loads shall be clearly indicated on the construction documents. (Section 1603 .1) Wind Load o Please see additional wind load information on sheet S-1. 11. Sheet 3 of the calculation shows the bracing of the roof screen connects directly to the support. Detail I 1. 7/SD-3 shows the force will acting on top of 10" long column. It generates moment at the base. Please double check the connection for detail 11 and 7/SD-3. (especially 7/SD-3, extra blocking?) o Please see revised detail 11 and 7/SD-3 and additional calculations provided on pages PC-3 thru PC-5. 12. The analysis shows reinforced the top, bottom and web of existing joists. What about the connections? Does the existing connections for the existing metal joist adequate? Please check. o Where the forces exceed the capacity of a certain web member new angles are provided with the appropriate welds and the existing web L at that location is assume to no longer carry any loads as shown on joist elevations 14 & 15/SD-3. For other members see attached additional calculation based on the latest revisions and locations of roof top mechanical units (PC-6 thru PC-124), existing weld 's capacity is sufficient, as shown on page PC-8 ... 13. The calculation appears to -show all the girders (1, 2, 3, 4) area adequate. The plans shows the ''existing girder reinforced per 16/SD-3". Does this reinforcement apply to girder along line C between 6-7 and 5-6 only? Please clarify. · o Please see additional calculations based on the latest revisions and locations of roof top mechanical units, see page PC-6 thru PC-124. The existing girders are adequate and do not require additional reinforcements. Genoptix -Tenant Improvement Plan Check Response Page 1 of2 1 • • .. ·, • PRIME Job: i-fc-l0 ~tf.e> STRUCTURAL Date: 'f/ ro ENGINEERS snt: p--i-----. . t 14. Sheet 206 of the calculation shows interiror wall C3 5/8 X 1 5/8 X 20GA at 16" o.c. Detail 2/SD-1 shows wall 2 is 24" o.c. and wall 2A is different size. Please check. o Please see revised detail 2 and 2A. The studs have been revised to match .the calculations . Genoptix -Tenant Improvement Plan Check Response Page 2 9/2 2 ~ ~ ~: l.z_L.x --loads: LC 2, D+W I 1---- 1 PRIMEJob: ~0 STRUCTIJFU\L Date:_ J-JfJ 0 •. ENGINEERS Sht .f:4! ~ , ti)µ11--->o " '??-e,gf~F x g-~ ~ 7° f!-F · j,J ~-0 xC-oet'-'IC-t;CefC..r-,.._ c '30:;-# (t, t. ){! Yi Y:, ) I ) ,,; ROOF SCREEN Mar 30, 2010 at 4:58 PM ROOF SCREEN.r2d /; ) ' / ;i ·tfB-M 11t If Joint Coordinates and Temperatures Lahol X fftl y fftl Temn fFl r·--·-.. --·--1 N1 0 0 0 2 N2 (i) 1 0 3 N3 0 7.666667 0 4 N4 0 :S-f6€l66:67 0 5 N5 6.5 0 0 6 N6 ·e,.t ,o;a:ia-:a{~s ·0, Member Primary Data [abAI I Joint J Joint Rotate(deal Section/Shaoe Tvne Desian List Material Desian Rules 1 M1 N1 N2 HSS2.5X2.5X4 Beam Tube A500 Gr.46 Tvoical 2 M2 N2 N3 HSS2>.5~:.:5*4· . : 'l:i.~a't:n· tube. ~~tr0)~i"i'Af3:· l'Nrrii~E¾i' .3 M3 N3 N4 HSS2.5X2.5X4 Beam Tube A500 Gr.46 Tvnical 4 M4 N3 N6 1,;fss'215*2t5~¥. .. ·i·l3iant ;l;~f§e .. 11($JJgt!t~:m{61 t1Y.0'i'ifi3J 5 M5 N6 N5 HSS2.5X2.5X4 Beam Tube A500 Gr.46 Tvnical Member Distributed Loads (BLC 2 : Wind) Mem r Label Direction St rt Ma nitude lb/ft ... End Ma nitude lb/ft d... Start Location ft % End Location °o 1 .X . 270 270 0 0 2 X :(1), .. Load Combinations Descriotion Solve PD ... SR ... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factnr BLC Factor 1 D Yes y 1 1 2 D+W Yes y 1 1 2 1 3 D-W Yes y 1 1 2 -1 Envelope Joint Reactions .lnjnt X flbl LC Yflbl LC Moment llb-ftl LC 1 N1 max 710.5374 3 1629.2126 3 0 1 2 min -71',4.'7-9t9, 2 -1'4'49:t:168l: Qt ,. ,' ·©; .. 1. " 3 N5 max 1359.4626 3 1576.8448 2 0 1 4 min -1-~55;208'1. 2 -1'502.3367. ·3_ o· 1 5 Totals: max 2070 3 126.8759 3 6 min ·-"20:Z:0 2 1.26\:8?5'9: ~t .. .. ' .. Envelope A/SC 13th ASD Steel Code Checks Member Shane r.ode Ch ... Locrftl LC Shear C... Locfftl LC Pnc/om flbl Pnt/om fib] Mn/om flb-ftl Cb Enn 3 M3 HSS2.5X2.5X4 .036 0 2 .019 0 2 53618.0386 54251.5737 3744.8981 2 .... H1-1b 5 M5 HSS2.5X2.5X4 .324 0 _ 2 .100 0 2 53810.8295 54251.5737 3744.8981 1 .... H1-1b RiSA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\ROOF SCREEN.r2d] Page 1 ;> '-Beam:" M5 Shape: HSS2.5X2.5X4 Material: A500 Gr.46 Length: .833 ft I Joint: NS J Joint NS LC 2: D+W Code Check: 0.324 (bending) Report Based On 97 Sections .801 at .833 ft fa -----------• ksi .798at0ft fc ft 10.698 at o ft ksi ksi -10.698 at Oft A/SC 13th ASD Code Check Max Bending Check 0.324 Location O ft Equation H1-1 b 1576.845 at .833 ft A 1571.26 at Oft 1389.994 at Oft M .138 at Oft Max $hear Check Location Max Defl Ratio 0.100 Oft L/5283 Bending Flange Bending Web Compact Compact Compression Flange Non-Slender Compression Web Non-Slender Fy Pnc/om Pntlom Mn/om Vn/om Cb 46 ksi 53810.829 lb 54251.574 lb 3744.898 lb-ft 13.852 lb 1.667 Out Plane Lb .833 ft KL/r 11.012 Sway No In Plane .833 ft 11.012 No L Comp Flange .833 ft lb c)~ .. tfffr-" ( qv 'i; pa,::: < 2K10-40 ROOF AC UNIT ADD !1TON.AL-- t:'.'A-t.-CUvA'fl Dl--f S ROOF MOUNTED MECHANICAL UNITS ASCE 7-05 {13.3.1) tJ1'ilT \V1> l Fp ,_ y . 7 l'p,y Y/2 i I/ l/ CURB I/ :r ,; t Pe 1 Pe t P<l t Pd ~l X 4 A.PRIME Job: i--\L-io.-tfD STRUCTURAL Date: tt I I tJ ENGINEERS snt: Pt e, 1 Wp= 6515.00 lbs. Y= 77.00 fn. y= 18.00 in. X= 90.00 in. Sos= 0.805 a = p 2.50 R = p 6.00 Ip= 1.00 z/h = 1.00 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS-ASCE 7-0513.3.1 Fp = 0.403 WP Fp,max = 1.288 WP Fp,min = 0.242 WP Fp = 0.403 WP Fp= 2622.29 lbs. Fp,v = 0.161 WP UPLIFT CHECK (ASD) OTM = Fp·(Y/2+y) = 105.828 kfp -fn RM = (0.9*WP -F p,v) * X/2 230.156 kip -in (See reference) &\-1~ t,J!dl? fr1vJll{l'.7'"' ??,f,c;'i'>f Y 1q,:,_?1 X 7, 1-2. '=-b{ S-'-#- r:: I ~, x s-c . c· '' D •J {!l-lp) )( X/2..-;- ~ '2-1/,5 0. 1 ( lS' I~) X (ASCE 7-0513.3-1) (ASCE 7-05 13.3-2) (ASCE 7-05 13.3-3) NO UPLIFT :Jf! _j ~JI STANDARD SPECIFICATIONS FORK-SERIES {'97 UBC) (MSD -ALLOWABLE STRESS DESIGN) Description: JOIST 1 .A.PRIME J<>b: ~ STRUCTURAL Date,: 'i o .ENGINEERS snt: Pc.1 CHORD PROPERTIE.S: TOP CHORD: LL 2.00X 2.00X 0.133 Chord Gap = 1.00 in BOT CHORD: LL 1.50 X. 1.50X 0.125 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Top Chord 1.029 in• 0.625 1.221 Bottom Chord 0.719in2 0.465 1,032 CtlORD DESIGN CRITERIA: Lx = Length corr. to Rx in plane of joist Ly= Length corr. to Ry of joist Lz = Length corr. to Rz of joist Filler= Axial Force, P = Panel Pt, M = Mid Panel, M = Max L/R= UR Check= ALLOWABLE STRESSES: Rz 0.397 0.296 S.top 0.732 0.144 TC Interior Panel = 24.00 in = 24.00 in = 24.00 in = NO = -22621 lb = 791 in-lb = 934 in-lb = 60.45 in = OK Cc= ~[2·rr2·E/{Q·Fy)] = 115 S.bot 0.277 0.369 PANEL CHECK TC Interior Panel 40.00 in 40.00 in 20.00 in YES -8126 lb 1083 in-lb 395 in-lb 63.99 in OK 115 Fa =1L/R:;; Cc: Fa= [1-(UR)2/(2·Cc2)]·Q·Fy/[5/3+3/8·(L/R/Cc)-1/8·(L/R/Cc)3] L/R >Cc: Fa= 12·TT2·E/[23·(UR)2] = 20207 psi 19730 psi 19730 psi 30000 psi 30000 psi MP Axial, Fa = = 20207 psi PP Axial, Fa= 0.6·Fy = 30000 psi Bending, Fb = 0.6·Fy = 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHECK: Axial Stress, fa = p / A= -21992 psi -7900 psi Axial Check= fa/ Fas 1.0 = OK OK fb.bot = M / S.bot = o psi -3909 psi Bending Check= fb / Fb s 1.0 OK OK fa+fb= = 21992 psi 11809 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.733 0.394 (fa+fb)/(0.6·Fy) :s; 1.0 =: OK OK MID-PANEL CHECK: Axial Stress, fa = PIA= -21992 psi -7900 psi fb.top = M / S.top = o psi -540 psi F'e= 12·TT2·E/[23·(L/Rx)2] = 101293 36466 Cm= End Panel: 1-0.30·fa/[F'e] = Interior Panel : 1-0.4·fa/[F'e] = 0.913 0.913 Mid Panel Chk = fa/Fa+ Cm·fb/[(1-fa/F'e)·Q·Fb] = 1.088 0.425 Unity Check:;; 1.0 = NG OK Q 0.865 TC End L Panel 24.00 in 24.00 in 24.00 in NO -8345 lb 3807 in-lb 3807 in-lb 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -8113 psi OK O psi OK 8113 psi 0.300 OK -8113 psi 0 psi 101293 0.976 0.446 OK TC End R Panel 24.00 in 24.00 in 24.00 in NO -6956 lb 289 in-lb 536 in-lb 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -6762 psi OK o psi OK 6762 psi 0.250 OK -6762 psi o psi 101293 0.980 0.372 OK BC Interior Panel 48.00 in 48.00 in 48.00 in NO 222551b 162.06 in OK 30000 psi 30963 psi 30963 psi 1.032 NG 30963 psi 1.032 NG 100215 ~ ): r 1,!t\o~JfD " :> PR!MEJob: -~· '-' EXISTING JOIST CHECK -JOIST 1 STRUCTURAL Date:..1il~ HJGJNEERS Sht: 1/;z NEW AXIAL ALLOWT ALLOWC STRESS MEMBER ID LOAD(#) (LBS) (LBS) RATIO RESULT Weld Req'd Available Weld W1L -8790 -22781 10413 0.3858 OK 1.58 X 0.1875 4.10 W2L -1017 -16965 0.0599 OK 0.34 X 0.2 4.90 V1 935 -4452 1088 0.8594 OK 0.58 X 0.109 2.80 W3L 6157 -15441 7719 0.7976 OK 2.36 X 0.176 4.90 W4L -3829 -5629 1158 0.6802 OK 2.37 X 0.109 3.50 V2 1288 -4452 1406 0.9161 OK 0.8 X 0.109 2.80 W5L 3736 -7763 3314 1.1273 Reinf. Req'd W6L -3498 -4452 835 0.7857 OK 2.16 X 0.109 2.80 V3 1288 -4452 1406 0.9161 OK 0.8 X 0.109 2.80 W7L 3347 -5629 3314 1.0100 Reinf. Req'd (/) W8L -1366 -4452 835 0.3068 OK 0.84 X 0.109 2.80 a:: UJ ClJ V4 1288 -4452 ::!E 1406 0.9161 OK 0.8 X 0.109 2.80 w ::!E W9L 814 -5629 '1158 0.7029 OK 0.5 X 0.109 3.50 ClJ ~ W10L -573 -4452 835 0.1287 OK 0.35 X 0.109 2.80 V5 1288 -4452 1406 0.9161 OK 0.8 X 0.109 2.80 W10R -313 -4452 835 0.0703 OK 0.19X0.109 2.80 W9R 1488 -5629 1158 1.2850 Reinf. Req'd V4R 1288 -4452 1406 0.9161 OK 0.8 X 0.109 2.80 W8R -1735 -4452 835 0.3897 OK 1.07X0.109 2.80 W7R 3617 -7763 3314 1.0914 Reinf. Req'd V3R 1288 -4452 1406 0.9161 OK 0.8 X 0.109 2.80 W6R -3746 -4452 835 0.8414 OK 2.31 X 0.109 2.80 W5R 4000 -7763 3314 1.2070 Reinf. Req'd V2R 1288 -4452 1406 0.9161 OK 0.8 X 0.109 2.80 W4R -4048 -7763 3314, 0.5214 OK 2.5 X 0.109 4.80 W3R 6373 -14537 7283 0.8751 OK 2.44X 0.176 4.90 V1R 656 -4452 1088 0.6029 OK 0.41 X0.109 2.80 W2R -8595 -16965 0.5066 OK 2.89 X 0.2 4.90 + = COMPRESSION -=TENSION &.x ·"' a I ..t '¥:I,~ -1598251b -1784,251b -1338675\b -1338,675\b -1523 71b -., Loads: LC 2, 0 + 1 3W Prime Structural Engineers JOIST 1 prime4 Mar 31, 2010 at 11 :42 AM 2K10-40 JOIST 1 -Copy.r2d "'' ): , Con:if)any : Pr_ime Structural Engineers " Desrgrier : pnme4 Job l'lumber : 2K10-40 Envelope Member Section Forces 1 2. 3 4 5 6 7 8 9 1'0 11 1:2 13 14 15 1.6 17 18 19 20: _· 21 22 23 24 25 26, 27 28 29 30 31 32 33 34 35 36 · 37 38 39 40. 41 4:2 43 -.44 45 46 47 48 49 50 51 53 54 55 56. TC1 TC2 TC3 TC4 TC19 TC20 ~AC 1 max rhira, 2 max min 3 max min 4 max min 5 max min 1 max mrn 2 max :m·in, 3 max ':. mm 4 max min 5 max min. 1 max . min 2 max min 3 max min_ 4 max :min 5 max min 1 max min: 2 max min 3 max min. 4 max mhi. 5 max .min·. 1 max min 2 max min 3 max min 4 max min 5 max m·in 1 max nilh' 2 max min 3 max min JOIST 1 A PRIME JOB:¾-1<-\()<jfO N~ STRUCTURAL DATE: Al ro Ba, ENGINEERS SHT: /?c. :(o Checked By:_1 _ Axialflbl LC Shearrlhl LC Momentfk-ftl LC 0 1 0 1 0 1 0 1 -5.5 2 .0008 1 0 1 -11 2 .003 1 o 1. ..35: _ t i0.@i!J9 a: 0 1 -16.5 2 .0068 1 0 1 -22 2 .012 1 7521.8256 2 514.7392 1 .012 1 7521.8256 2. 492.4326 2 -.0274 3 7521.8256 2 481.4326 2 -.0566 3 7521.8256 2 470.4326 2 -.084 3 7521.8256 2 459.4326 2 -.1096 3 8344.8298 2 -12.2021 3 -.1096 3 8344.8298 2 -45.2021 3 -.0952 3 8344.8298 2 -78.2021 3 -.0644 3 8344.8298 2 -111.2021 3 -.0088 1 8344.8298 2 -144.2021 3 .1906 1 8125.8235 2 366.0967 1 .1906 1 8125.8235. 2 186.0967 1 .0069 2 8125.8235 2 17.5245 2 -.0306 2 8125.8235 2 -37.4755 2 -.0169 3 8125.8235 . 2 -92.4755 2 .1703 1 6882.8276. 2 397.2277 1 .2079 1 6882.8276 2 217.2277 1 -.0163 3 ,6058<!0047 . 1-. . _-_!i:2.-9'503 3 .. -· .. t.-.'0A:ff1-. . . -1' · · 6882.8276 2 37.2277 1 -.0542 3 6882.8276 2 -25.8727 2 -.0462 3 6058.004"7 1 -1142:7723 1 -. f1'01-1 6882.8276 2 -80.8727 2 .0838 1 6956.1317 2 251.9181 1 .0838 1 6956.1317 2 143.9181 1 -.0151 1 6956.1317 2 35.9181 1 -.0274 3 RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 1 • Company : Prime Structural Engineers ~ Designer : prime4 Job f\Jumber: 2K10-40 JOIST 1 & PRIME JOB:zJ:1°-4-0 N~ STRUCTURAL DATE:~ ~ ENGINEERS SHT: /7t:-/l Checkea By: I · Envelope Member Section Forces (Continued) Member Sec Axialflbl LC Shearflbl LC Momentrk-ftl LC 57 4 max 6956.1317 2 -31.0616 3 -.0201 3 58 min 59 5 max 6956.1317 2 -64.0616 3 .012 1 60 .min 61 TC21 1 max 0 1 72 1 .012 1 62 min. 0 ·1 22 3' .0Ef37 3 63 2 max 0 1 54 1 .0068 1 64 min 0 1 16:5 3 .0021 3 65 3 max 0 1 36 1 .003 1 66 min 67 4 max 0 1 18 1 .0008 1 6"8 min 69 5 max 0 1 0 1 0 1 70 min 0 1 Q. 1 ·0·. q 71 BC1 1 max 0 1 0 1 0 1 72 min. 73 2 max 0 f O 1 0 1 74, min 75 3 max 0 1 0 1 0 1 76 min ·o 1--0 1-o 1 77 4 max 0 1 0 1 0 1 .7,8. min 79 5 max 0 1 0 1 0 1 80 min: 81 BC2 1 max -3765.5289 3 3.4138 2 0 1 -82 min 83 2 max -3765.5289 3 3.4138 2 -.0017 3 84 -min 85 3 max -3765.5289. 3 3.4138 2 -.0035 3 . .86 min 87 4 max' -3765.5289 3 3.4138 2 -.0052 3 88 min -t:2049,:-2066 2. f'i253. 3 -.0:4:02' 2 89 5 max -3765.5289 3 3.4138 2 -.0069 3 90 min 91 BC3 1 max -5414.4932 3 3.8071 2 -.0069 3 -92 ··min 93 2 max -5414.4932 . 3 3.8071 2 -.0078 3 94 min 3 max -5414.4932 3 3.8071 2 -.0086 3 -min· 97 4 max -5414.4932 3 3.8071 2 -.0095 3 98 min 99 5 max -5414.4932 3 3.8071 2 -.0104 3 100 min 101 BC4 1 max -6633. 7393 3 1.1184 1 -.0082 3 102 min 103 2. max -6633. 7393 3 1.1184 1 -.0086 3 104. min. 105 3 max -6633. 7393 3 1.1184 1 -.0091 3 1.06 .r.riiri 107 4 max. -6633.7393 3 1.1184 1 -.0095 3 ··108. · .min· 109 5 max -6633. 7393 3 1.1184 1 -.0099 3 1'10 mih 111 BC5 1 max -7098.3586 3 .2453 1 -.0099 3 112 min -,22255.3534 2: :l)637 3, -;()252 2 113 2 max -7098.3586 3 .2453 1 -.0099 3 RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page2 "'(' 1 , Company : Prirne Structural Engineers ) Designer : prime4 Job f\Jumber: 2K10-40 JOIST 1 & PRIME JOB: 1:\:-qo-l{-o N~ STRUCTURAL DATE: t-1 ! 1 0 JfflZ, ENGINEERS SHT: Pt ti, Checked By: · Enveloee Member Section Forces (Continued) Member Sec Axialflbl LC Shearflbl LC Momentrk-ftl LC 114 min -222'55~3564: . 2 AJ'6'37' 3 .,;0~0~,' .t 115 3 max -7098.3586 3 .2453 1 -.01 3 11'6 min -22255.3'534 .2 .{.i'15~:t 3 -;025.4 2 117 4 max -7098.3586 3 .2453 1 -.0101 3 118 min -22255.35$4 2 .068:V 3· -JY255 2 119 5 max -7098.3586 3 .2453 1 -.0101 3 120 mih ,.2'225·5:35'34.· ., '2 ,:06'3/7 3~ . -,.;0256' .2-'' 121 BC6 1. max -7127.6035 3 .4684 2 -.0101 3 1,2'2 mih :-22s,fa·.-n1-a1 '• Q ..,.-;,3'9:7,5, 1 -::0256 2 " 123 2 max .:.7127.6035 3 .4684 2 -.0101 3 124 min -228-1i$.:tf7'8; -.,, .. 2··.· ;: .. -. ~/3li:Z'6· f,,' ·-,@2€f1;. 2. 125 3 max -7127.6035 3 .4684 2 -.01 3 1-26 min -22818-:1'.178·, 2 ..,_;3976_ 1. .,,0265: ,2 127 4 max -7127.6035 3 .4684 2 -.0099 3 128· .min -228.18·.1'1,78 2: '. :.3@16: 1· ,-.. 02·7 2 129 5 max -7127.6035 3 .4684 2 -.0099 3 1'30 min. -2281.8.11'i8, 2 _,.·,3976 1 d)2;75 :2 131 BC7 1 max -6485.1012 3 -.2365 3 -.0099 3 132 min -207'.64:3278 :2 ,:,.:f_:2005. .2·. ... ;.027.5 2' 133 2 max -6485.1012 3 -.2365 3 -.0096 3 ·f34· . . niirt .:.201:64~-32?/8 _: · i2-· . -~);,l~2'0:0·5 . . '\:t'·:, ----::t~'2@S\. -·: ·, .-2'. : .. ., 135 3 max -6485.1012 3 -.2365 3 -.0094 3 ·1:36 •• 1 •• . ,-;2'0164. 3'2:1::a.~ , . -~(. _;;;:1::20'@5i .,:::.:2.-· , .. ·. :,{b'it&.il'.' , . . ·2' mm. . , .. .. 137 4 max -6485.1012 3 -.2365 3 -.0092 3 138 min ,-2076,4.327:S:' . , , :2·--.;~1;;.20 0 ir.. '.2' d)2G'~: .. , 2' 139 5 max -6485.1012 3 -.2365 3 -.0089 3 140 niin -2076~.-.32<]8 : .2 ·,.,t.2005: , . :2.·· ._:.,.;;@22:i·. ·2 141 BC8 1 max -5165.9949 3 -.5513 3 -.0089 3 142 min --16072:551':j 2 .;2'._3:j'-86· ,2 ,_;;0227 2 143 2 max -5165.9949. 3 -.5513 3 -.0084 3 1'44 min-.. -.1.6072.:55'1'f · ., '.2 · ... :-2:;3.t8'6·. .2:. ; . ~X.i2ltl~ .. _:f 145 3 max -5165.9949 3 -.5513 3 -.0078 3 1'46· min:·:t': :,;<f607.-2·.<55'1J . = . -~ " 12r:. ,: .. : _,-:22~3-~raef ·" :2.i:· -~dH1s:. -~2' 147 4 max -5165.9949 3 -.5513 3 -.0073 3 148 min -1strz:ts·5+_f· · ,. , :2,': ~.: ·-... ,-2~3186:. .2: ·.,.,;Q~f5i7' .. 2.· ; 149 5 max -5165.9949 3 -.5513 3 -.0067 3 1:50 min ,-1'607-2..55{f 2 . .. . · ,,Q·:3186: _ =2. ..... ,;i·Ol34: .::2 : ,,, 151 BC9 1 max -3421.5468 3 -1.678 3 -.0067 3 152 min -1 0943-. 7.'19(:3; '2:· . ;{(3;3'51 -., -2 ' ,\"';Q:j'34L ·:2' ,., '· ,,:, ' 153 2 max -3421.5468 3 -1.678 3 -.005 3 154 min. -10943. 7795· 2:· ~3'.35,1 , :;( .. ::~-.:o·ltft ·2 155 3 max -3421.5468 3 -1.678 3 -.0034 3 156 min -10943: 77-96 2-: -'3,35t 2, , .. --:00'67, ·2 157 4 max -3421.5468 3 -1.678 3 -.0017 3 1:5a· ,, min,. _,.,foeW3r7'~gat;:-, ·.:2 .: '.-i3:-S51'.. '. :,2:, .. ;, -~~003~:· .Q, .. ,-.. , ,, . ,,- 159 5 max -3421.5468 3 -1.678 3 0 1 1'60'' mfn · -t094G,-7.79Et . ., ·2, :: -.~:f,3~5;]!,. ",: .·_.2_ ,O,; 1 ,., ,. C, 161 BC10 1 max 0 1 0 1 0 1 162 mln -0 ., .'t ... ·d' 1-· ,. tf .,, .:f ' ,, ,, ·, 163 2 max 0 1 0 1 0 1 164 min. 0 ,1r O· 1,. ·0,· ,,. 1 .. , "• ' 165 3 max 0 1 0 1 0 1 t66 min ·O I ·O f. b,· 1 167 4 max 0 1 0 1 0 1 1RR min 0 t 0 1-0-1 169 5 max 0 1 0 1 0 1 17b mih ,Q. ".,· :l ·o. 1-.: ·0 1 RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 3 , Company : Prime Structural Engineers ), Desigl'ler : prime4 A._ PRIME JOB:tf<1o~i.\b A STRUCTURAL DATE: kW> EZ!~~ ENGINEERS SHT: /it.lJ Checked By: 1 Job l'Jumber : 2K10-40 JOIST 1 Envelope Member Section Forces (Continued} 171 172 173 174 175 177 :178 179 .1:80 181 1tf2 . 183 184 185 1'86 187 1:88' 189 t9b 191 193 teA:· 195 196 197 198 . 199 200 203 . 207 208 209 210 211 212. 213 .2t4':. 215 217 .-2J8. 219 220 221 222 223 224 225 226. 227 Member Sec Axiatrlbl LC Shearflbl LC Momentrk-ftl LC W1L 1 · max -2930.5402 3 0 1 O 1 min ..:8790.154'1 :2. ·O 1. ;0 1: 2 max -2930.5402 3 0 1 0 1 min -8790.154':1 :2 · · .0 1 0: 1' 3 max -2930. 5402 3 O 1 O 1 4 max -2930.5402 3 0 1 0 1 min . -'8790.1541' .. 2 · :. . . ·,.0· . 1. .e:L 1: 5 max -2930.5402 3 O 1 O 1 W2L 1 max -272.5417 3 o 1 O 1 2 max -272.5417 3 O 1 0 1 min -1.016.8576 2 0 1 0-1- 3 max -272.5417 3 o 1 o 1 min -101'6.8576. 2 -0. 1 D: 1 4 max -272.5417 3 0 1 0 1 5 max -272.5417 3 O 1 O 1 V1 1' max 935.1847 1 .. O 1 O 1 2 max 935.1847 1 O 1 O 1 3 max 935.1847 1 0 1 0 1 4 max 935.1847 1 0 1 0 1 min 287.9529. 3 0. 1 O 1 5 max 935.1847 1 0 1 0 1 min · 287..9529 ,3,, ~ : i(t . . . 1. .;C), 1 W3L 1 max 6156.9479 2 O 1 O 1 2 max 6156.9479 2 0 1 O 1 3 max 6156.9479 2 0 1 0 1 4 max 6156.9479 2 0 1 O 1 5 max 6156.9479 2 0 1 O 1 min 1845.8979 3 ;o . 1 :o. 1 . W4L 1 max -1337.4866 3 0 1 O 1 min -.3'828.:71.M 1 .0, 1 ,o: 1- 2 max -1337.4866 3 0 1 O 1 3 max · ..:1337.4866 3 0 1 O 1 4 max ,-1337.4866 3 O 1 o 1 5 max -1337.4866 3 o 1 o 1 min -3828:071.6:1-· .f · .. ·. {(y . t . ,o: · · ·. ::·. J. W5L 1 max 3736.1377 2 o 1 o 1 min 1250.2258 · 3 O 1 O ·1· 2 max 3736.1377 2 0 1 O 1 min 1250.2258 3 ·· .-,0. 1 O, 1. 3 max 3736.1377 2 O 1 o 1 ,min '1°:250'.2·258· 3( .' .. : ·,():-'. ''1/ . :_Qi, . , ·t .· 4 max 3736.1377 2 o 1 o 1 RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 4 , Company : Prime Structural Engineers ,i Designer : prime4 /k PRIME JOB: 2jqo.-4D ./"r~ STRUCTURAL DATE:-/Jffr_· 1 () ~ ENGINEERS SHT: · l-, Checked By: Job t-Jumber: 2K10-40 JOIST 1 Envelope Member Section Forces (Continued) 228 229 230 231 232' 233 234 235 236 237 238 239 240 241 242 .. 243 245 :245 247 248 249 251 252 253 254 251 258 259 260 263 264 265 ,266 267 .268 269 270 271 272 273 275 276 277 .278· 281 282 283 284 Member V2 W6L W7L V3 W8L W9L RISA~2D Version 9.0.0 SF!r. 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 min max min max min max min- .max mih max r.nin max min max min max r'nih max min: max :min max .m'in: max min max min max .niih max m'ih max min· max mitl max niill : max niih max mih max mih max max min max mih max ·min max min max min Axialflbl LC Shearflbl LC Momentrk-ftl LC 12so:22s8. -a '0' 1. .,. tl'.-·. 1·· 3736.1377 2 0 1 0 1 292.3858 1 0 1 0 1 68\ t1 ft :3.. ! . • 0. t · (} 1 292.3858 1 0 1 0 1 292.3858 1 0 1 0 1 292.3858 1 0 1 0 1 292.3858 1 0 1 0 1 68.111"7 3. -0 1 :0~ 1 -1014.8685 3 0 1 0 1 -1014.8685 3 0 1 O 1 -1014.8685 3 0 1 O 1 -1014.8685 3 0 1 0 1 -1014.8685 3 0 1 0 1 3346.9047 2 0 1 0 1 '895:55:4'.1: 3-:(:), 1 ., .Q;.. t 3346.9047 2 0 1 0 1 3346.9047 2 O 1 O 1 3346.9047 2 0 1 0 1 3346.9047 2 0 1 0 1 374.8065 1 -1.8703 3 -.0027 3 374.8065 1 -1.8703 3 -.0014 3 374.8065 1 -1.8703 3 -.0002 3 374.8065 1 -1.8703 3 .0036 2 37 4.8065 1 -1.8703 3 .008 2 -436.766 3 0 1 0 1 -436.766 3 0 1 0 1 -436.766 3 0 1 0 1 -136"6'.2227: ~:, ·O. , 1.. . _ Q. 1:- -436.766 3 0 1 0 1 .-1.366.2227 t O . :.1 .. .0 1. -436.766 3 0 1 0 1 . -.1366.2227'" • · ~ 0 1' .0' 1 813.9722 1 0 1 0 1 813.9722 1 0 1 0 1 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 5 , ComF'any : Prime Structural Engineers •. Designer : prime4 Job Number : 2K10-40 JOIST 1 & PRIME JOB:~ A_ STRUCTURAL DATE: 4d 0 Er~~ ENGINEERS SHT: J'?C-/(''- Checked By: : Envelope Member Section Forces (Continued) Member Sec Axialflbl LC Shearflbl LC Momentrk-ftl LC 285 3 max 813.9722 1 0 1 0 1 '286 min 292'.359: 3· 0'· 1, :Cj,· ·t 287 4 max 813.9722 1 0 1 0 1 288 m·in 292;.359. ,3 O· 1: : ,(1) 1-" 289 5 max 813.9722 1 0 1 0 1 ··2·90. .. . :,zgt.3'5g·: · .. .. .. ;3.: ~ > ( ,~-,! -;();' 1;, .. '©' f -min : 291 V4 1 max 426.4786 1 0 1 0 1 292 min 111.637 3 o. 1: '0: !f- 293 2 max 426.4786 1 0 1 0 1 294 min 111.637 3 0 1 0 1 295 3 max 426.4786 1-0 1 0 1 296. min 111.637 3· -0 1 ·b 1 297 4 max 426.4786 1 0 1 0 1 298 min . . 11:f..637 .3· .. ·0 1' . -'{:), 1-: .. 299 5 max 426.4786 1 0 1 0 1 .'300'. min· 1'1:1.:'637: -3, .10, 1--' 0· -~: ., 301 W10L 1 max -99.5771 3 0 1 0 1 -·302, ' ~-·~ . 4573:0955;. ·. .. ,' .. 2: .. :'.; i. '10;-.: ._: ·, .1\-•:(;i_: . 1· :mm. ,;-· ., ~ .,. --: : 303 2 max ~99.5771 3 0 1 0 1 3'0::i mih. -57-3',(1)'955. -·· l2:. 'l\L f.' i@: '. f .. '•', 305 3 max -99.5771 3 0 1 0 1 min -573:0·95·5 2· 'El' .. t 6 1 306 307 4 max -99.5771 3 0 1 0 1 308 min -573:0955. 2 .b 1-:0 1. 309 5 max -99.5771 3 0 1 0 1 ·s,10 '• .:.573';()955 2 .©· 1 .:0 1 .min 311 W10R 1 max 310.0482 2 0 1 0 1 31'2 mih -312166©4 :t ·:.0.· t ·:© .1 313 2 max 310.0482 2 0 1 0 1 :~l1'.;4;_. .. , ..... .,. . ;.$1'216604,,. ,;. -~;;--, ·.; <· : {i(J~ ;· ,:."~ .· ;, ·:··J:< ,: , __ <-·:·Jo< ; :1; · .. ; min, .• .. -· '• '· 315 3 max 310.0482 2 0 1 0 1 .Ms-:min ·:-tf12f5?;h4,-, . •. r:~r -. :;,:>,:,·_ .. _jff ~ . ~ : . ' _.1_._:-1r,:: 'i i 'i;~ ... ; ;:€Ji' .... " ,:;c,.t·· . . 317 4 max 310.0482 2 0 1 0 1 318 min .,3 f2:6604 '~ ,0 .. 1 ' .. xJ· ... t 319 5 max 310.0482 2 0 1 0 1 320 min -312.66.04 1 .0 1 0: * 321 V5 1 max 445.0196 1 0 1 0 1 .322-riiih, '1'1'8':2455 3. . -0;-1'. }: . :0' 1. 323 2 max 445.0196 1 0 1 0 1 '324 mrn. 1'1'8:2455: 3·, 0: .. . 1', :·;· ·1 0" ",., 325 3 max 445.0196 1 0 1 0 1 326. . m·in .t1'8;2455'. , . .3: . ;(,):, ;;::_·f/·::·:· .:i0i ,:,. ·. ,· * .. . ··' _ .. ·" .. 327 4 max 445.0196 1 0 1 0 1 '3~8 ~min· .. ·fl'8:·2~55·,· ... .Xf ... . -~. :.tr>:.:-, _.:;. .-·1i ::_-; . __ , -.. '0 .:_: . '1:: ., ',• .~, ,., - 329 5 max 445.0196 1 0 1 0 1 330 min 1'1-8:2~i-55 3: '(;( ·r J~ .. , . ' t 331 W9R 1 max 1487.6249 2 0 1 0 1 3-62 min 432.0524 3 O· 1 .o 1 333 2 max 1487.6249 2 0 1 0 1 334 min 432:0524\ 3 © 1-.0 1 335 3 max 1487.6249 2 0 1 0 1 336 min 432.'0524 3: .. -(j'_ t. :0 .. 1· 337 4 max 1487.6249 2 0 1 0 1 3'38 .-.min ,4.32':d52~' .. -. ~3'.. :Q'. .. '•., . :· ... :t ... : _: -""-·. _:(:j:' 'rt' 339 5 max 1487.6249 2 0 1 0 1 .. :_e4a. .. . min "• .. ·,:1:'32:052:4'~ ... .-\··_·3< ._, -~ .... ,,•; ·O: -,. 'j!" . . -,~.--0' j, '. .. .. . 341 W8R 1 max -576.2237 3 0 1 0 1 RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 6 • Comi,any : Prime Structural Engineers ' Designer : prime4 Job I\Jumber: 2K10-40 JOIST 1 & PRIME JOB:-iflu.-4E' ~ STRUCTURAL DATE: ~(10 .iiiiiTI~~ ENGINEERS SHT: tc/t;,. Checked By: ' Envelope Member Section Forces (Continued} 342 343 344, 345' 346 347 348 349 350 351 352 353_.· 355 356 357 358 359 360 361 362 363 364 365 366 367 ~68 369 371 372 373 374 375 377 378 379 380. 381 382 383 385 386 387 389 390 391 392 393 ·394, 395 396 397 398 V4R W7R W6R V3R W5R Axi::tlflbl L<': Shearrlbl LC Momentrk-ftl LC min 2 max -576.2237 . 3 0 1 0 1 min 3 max -576.2237 3 0 1 0 1 min 4 max -576.2237 3 0 1 0 1 min -1735.3787 2 0 1· 0 1- 5 max -576.2237 3 0 1 0 1 min -:1'7-35.3787 2 . O 1 '(), 1 1 max . 423.3249 1 0 1 0 1 min 111.2·179 3 o 1 o· 1 2 max 423.3249 1 0 1 0 1 min 111.2179 ::3·. . tJ 1 :o. 1 3 max 423.3249 1 0 1 O 1 miA 4 max 423.3249 1 0 1 0 1 min 111:.2179. :3" , tr . r ·er 1. 5 max 423.3249 1 0 1 0 1 111.2779. 3· )(!L 1: , i(lj:' . . ·1 1 max 3617.2159 2 0 1 0 1 m'in. 2 max 3617.2159 2 O 1 O 1 .min 3 max 3617.2159 2 0 1 0 1 mih .977 :.92fJ'9 3: :o 1-:tr 1 4 max 3617.2159 2 0 1 0 1 5 max 3617.2159 2 0 1 0 1 niin 1 max -1092.1379 3 0 1 0 1 min 2 max -1092.1379 3 0 1 0 1 min ~37 45.56'86 :2: . . . . :0. 1' :0 · 1 3 max -1092.1379 3 0 1 0 1 .min. ..'3745.5686, .2 O 1' 0 1 4 max -1092.1379 3 0 1 0 1 mih -3745.5686. .2· ·O 1 0 1 5 max -1092.1379 3 0 1 0 1 1 max 365.0484 1 0 1 0 1 min 2 max 365.0484 1 0 1 0 1 min· 3 max 365.0484 1 0 1 0 1 min 4 max 365.0484 1 0 1 0 1 5 .max 365.0484 1 0 1 0 1 min 1 max 4000.2307 2 0 1 0 1 min 1332.3052. .3'. ,0, t. .fl 1 2 max 4000.2307 2 0 1 O 1 .· min 3 max 4000.2307 2 0 1 0 1 min 4 max 4000.2307 2 0 1 O 1 min- RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 7 k • , Company : Prime Structural Engineers • Desig'her : prime4 Job ~umber : 2K10-40 JOIST 1 Envelope Member Section Forces (Continued) MAmhAr i:;:.,,. AYialflbl 399 5 .max 4000.2307 4'00 mii'L 1'33°2;:3d52 401 W4R 1 max -1405.2494 402 min -40~8.328 403 2 max -1405.2494 404· min -4048 .. 328 405 3 max -1405.2494 406 min -4048.32'8 407 4 max -1405.2494 408 min -4048'.328 409 5 max -1405.2494 .:no min '"4048:/32'8 411 V2R 1 max 263.0724 4-12 mrn 38:0997 413 2 max 263.0724 414 min '38.09'9T 415 3 max 263.0724 416 min 38.0997 417 4 max 263.0724 4'18 min 38.0997 419 5 max 263.0724 420 min 38.0997 421 W3R 1 max 6372.8341 422 min-. : W98:4:.323·1. 423 2 max 6372.8341 424 miii f93'.4/3~3'1: 425 3 max 6372.8341 426 min 1,934_:32M 427 4 max 6372.8341 428 min 1:934.323'.1 429 5 max 6372.8341 430 min 1-934.3231 431 V1R 1 max 656.2186 4·32 ... 15 H34'8'A' mrn 433 2 max 656.2186 ·434 .. !l'nin ,; ; 1:5.1,;84:84 435 3 max 656.2186 : -·-·•. ,:-.-. LC 2 ;e, ,. .3 2 3 2· 3 2 3 2 3 .. l2:.',, ,_. - 1 :Q'. .. 1 -2· 1 2 1 2· .. •, 1 .:2 2 :3· .. .. . . 2 ·1,:· ·3\:. . , 2 :3·:,· 2 3. 2 .3- 1 2· 1 .. :_,2-, :' L, .. ~_:-, .. 1 & PRIME JOB:/J)q_o~fo A STRUCTURAL DATE: tfl /0 .ifii7I ~'Viiifl;;, ENGINEERS SHT: --;;in Checked By: r-r- ShAarrlbl LC Momentfk-ftl LC 0 1 0 1 .. {J 1' .'0t 1 .. 0 1 0 1 0 1 .0 1 0 1 0 1 :o 1. 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0· 1 0· 1 0 1 0 1 ·o: 1. ;0, 1 0 1 0 1 ·0; .f :: ;i@. ·1 ' .. 0 1 0 1 :rn 1' ,,:_ ':0;· t 0 1 0 1 ·0. 1 ·0 1 0 1 0 1 . ::o. 1· ·O .. 1· 0 1 0 1 :o. 1 o.-1-. 0 1 0 1 0, . ·l : .(;)1··· 1, ; ·-· . 0 1 0 1 . 0· :: ··t.· . , . 10~ . ·'( ... . . . . 0 1 0 1 : .0· 1: •,()' .r 0 1 0 1 ·0 1 0· 1 0 1 0 1 ,b 1 0 1: 0 1 0 1 o. 1 0 1'· 0 1 0 1 ,:.Q'. .t. .. 'Qi: ·: .. t ,: . 0 1 0 1 ·. ... :2i'3'6-· ·, .min. . :1'5l!848~\ .. ·. --' -~ ; .. -~:{~~~' ,. o·:·;'.b:.: :.-':: -:;1:-~: ·,; . ~ ~"-~. ;:,.~· [(/.); : :· .j-., 437 4 max 656.2186 1 0 1 0 1 438 min 1,5·1· .!8484 . ':2 .. : .. " ; ,@.: . '··1 , ... .-.,o:·--.. 1 .. .·, ... , -., . -:..' ' .~-. 439 5 max 656.2186 1 0 1 0 1 440 min 15-1.8484 2 0 1 ~d -~- 441 W2R 1 max -2813.4948 3 0 1 0 1 442. min ,;8594'.60.38-.1· b. 1 '.6', 1 · 443 2 max -2813.4948 3 0 1 0 1 444 min -8594.6038. 2 .·0 1 .0· 1, 445 3 max -2813.4948 3 0 1 0 1 -446 m'in ..:8594.6038: 2. .0 1 .o· 1· 447 4 max -2813.4948 3 0 1 0 1 4'48: · : nifn; ~8'59:it603'8' . 2' -· -\0• r .. '0'· ~ .. ,. •,. 449 5 max -2813.4948 3 0 1 0 1 4·50 ... ~at,94~sCci3a: ·o -·zt -.. ' ·0'. .. ; . ·1'· ;-: ' , .· i0t: :1 min .. ' 451 TC5 1 max 14488.5937 2 312.043 1 .1703 1 452 min. 8892·.81!36 :l 1:0~:0'A:4 2 -. ::t>B'1;~F .2' 453 2 max 14488.5937 2 204.043 1 .0413 1 454 min· 8892(8:1-3'6 ,,,. 3· .. 1:--t0~i1; 2. . -~.,@1'-1.9 .. :t 455 3 max 14488.5937 2 96.043 1 -.0185 3 RISA-2D Version 9.0.0 . [\\SE;RVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 8 , Company : Prime Structural Engineers , Desig11er : prime4 Job !\lumber : 2K10-40 JOIST 1 A_ PRIME JOB: #lo-4o A STRUCTURAL DATE: ;,f{p:;, .l!iiZT/~Viii,;:, ENGINEERS SHT: J.1e'f f- Checked By: 1 Envelope Member Section Forces (Continued) Member ~AC Axialflbl LC Shearflbl LC Momentrk-ftl LC 456 min: 457 4 max 14488.5937 2 6.0456 3 -.0297 3 458 rriin 459 5 max 14488.5937 2 -26.9544 3 -.0218 1 460 min 461. TC6 1 max 14488.5937 2 172.4287 1 -.0218 1 462 min 8892:.8136, :3-'i:1\1.1'5'12 3 -:0442 2 463 2 max 14488.5937 2 64.4287 1 -.0368 3 464 min 465 3 max 14488.5937 2 -23.4613 2 -.0327 3 466 mi'n 467 4 max 14488.5937 2 -56.4613 2 -.012 3 46"8 mir:i. 469 5 max 14488.5937 2 -89.4613 2 .0654 1 470 .. .. min- 471 TC7 1 max 19098.0751 2 256.1465 1 .0654 1 472 min 473 2 max 19098.0751 2 148.1465 1 -.0119 3 474 min 475 3 max 19098.0751 2 40.1465 1 -.0324 3 476 min 477 4 max 19098.0751 2 -4.5501 2 -.0364 3 '47-8'.' .mh:1 479 5 max 19098.0751 2 -37.5501 2 -.0149 1 ·-4ao,_ mfn 481 TC8 1 max 19104.5749 2 198.953 1 -.0084 1 482' .-mln· 483 2 max 19104.5749 2 90.953 1 -.0387 3 484 -min- 485 3 max 19104.5749 2 15.4426 2 -.0395 3 486 min 10338:0666 3: ,, ~ 1 :T.'04J f: · -_-,.-,{)99;4 . 1. 487 4 max 19104.5749 2 -17.5574 2 -.0237 3 488 min 10338.·0666 3. ' ,-,1:25:047 t ··:-;093€} _ .,2 489 5 max 19104.5749 2 -50.5574 2 .0257 1 :49li>., ... ,. -rmn -· 491 TC9 1 max 21822.3518 2 224.019 1 .0257 1 .:49'2 min 493 2 max 21822.3518 2 116.019 1 -.0219 3 ,494: -:, .... -mm: 495 496 3 max ,. ,,._. mln. ; 21822.3518 2 11.5236 3 -.0359 3 497 4 max 21822.3518 2 -21.4764 3 -.0334 3 498 min 499 5 max 21822.3518 2 -54.4764 3 .0096 1 500 min n 187.059:1 3·, -:-20?.-9'81· 1 -.0'1:86' 2 501 TC10 1 max 21822.3518 2 218.4976 1 .0096 1 502 min- 503 :504 2 max .:: -~ -mm 21822.3518 2 110.4976 1 -.0348 3 505 3 max 21822.3518 2 23.6673 2 -.0386 3 '506 mitF 507 t'i08 4 max mih. 21822.3518 2 -9.3327 2 -.0259 3 509 5 max 21822.3518 2 -42.3327 2 .0046 1 510 min 1'1187:059-1 3· -~2t3.5024-·.1: -. -40659, 2 I 511 TC11 I 5.12 1 max min 22620.5463 2 210.3884 1 .0046 1 1':1'436.812 -3 '39:6!163 :2· .-,0659' .2· RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2dJ Page 9 , Company : Prime Structural Engineers ' Desigfler : prime4 Job l'Jumber : 2K10-40 JOIST 1 & PRIME JOB: vki.0,4-0 w~ STRUCTURAL DATE: t-j f rD .sz, ENGINEERS SHT: 11cr1 Checked By: 1 Envelope Member Section Forces (Continued} 513 5l4 515 5'16. 517 518 519 520 521 fi22 523 524 525 526 527 528 529 530 531 ·532 533 535 536 537 538 539 540 541 542 543 :544- 547 -548 549 550 551 '552 553 555 :556' 557 ·558 559 '560' 561 563 li64 565 566 567 568 569 Member s,,,.. 2 3 4 5 TC12 1 2 3 4 5 TC13 1 2 3 4 5 TC14 1 2 3 4 5 TC15 1 2 3 4 5 TC16 1 2 3 4 5 Axialflbl LC. Shearflbl LC Momentfk-ftl LC max 22620.5463 2 102.3884 1 -.0254 3 min max 22620.5463 2 7.7328 3 -.0375 3 min max 22620.5463 2 -25.2672 3 -.0331 3 min 1:1-436,81-2 3· -,1:1'3".E3:116 1 -.0679 1 max 22620.5463 2 -58.2672 3 .0159 1 .min max 22620.5463 2 223.408 1 .0159 1 min. max 22620.5463 2 115.408 1 -.034 3 mln max 22620.5463 2 44.0285 2 -.0392 3 min max 22620.5463 2 11.0285 2 -.0279 3 min max 22620.5463 2 -21.9715 2 .0011 1 min max 21870.1607 2 212.3718 1 .0011 1 min, max 21870.1607 2 104.3718 1 -.0286 3 min max 21870.1607 2 7.3278 3 -.0405 3 min- max 21870,1607 2 -25.6722 3 -.0359 3 m·in " max 21870.1607 2 -58.6722 3 .0083 1 min max 21870.1607 2 203.6967 1 .0083 1 min max 21870.1607 2 95.6967 1 -.0329 3 .miri 1-H27.2·874, . . . ,B: . · : .. · .J9i605.T .. .. .3.. . . · · ~:866'5· . 1. max 21870.1607 2 19.3815 2 -.0345 3 ;niiri: max 21870.1607 2 -13.6185 2 -.0195 3 min max 21870.1607 2 -46.6185 2 .0329 1 min max 18459.3345 2 239.7677 1 .0329 1 mf'n max 18459.3345 2 131.7677 1 -.0218 3 .min max 18459.3345 2 23.7677 1 -.039 3 .lilili max m'l'ri. 18459.3345 2 -15.0594 3 -.0397 3 max min 18459.3345 2 -48.0594 3 -.0146 1 max 18459.3345 2 172.8161 1 -.0146 1 min max 18459.3345 2 64.8161 1 -.0358 3 min· max min· 18459.3345 2 -25.7273 3 -.0312 3 10136.9364 .3. .':°43.1839 1 ·--,07:94' 1· max min 18459.3345 2 -58. 7273 3 -.0101 3 10136.9364 3 )1i5'1.1'839· 1 ,-:0309 2 max 18459.3345 2 -91.7273 3 .0717 1 RISA-2D Version 9.0.0 [\\SERVER\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 10 , Company : Prime Structural Engineers • Designer : prime4 Job l'Jumber: 2K10-40 JOIST 1 Envelope Member Section Forces (Continued) MembAr ~AC Axialflbl 570 min· 110'1'3(t9664'. 571 TC17 1 max 13523.4898 572 min 8592:b't19 573 2 max 13523.4898 574 rnin 8592.01'19 575 3 max 13523.4898 ·516. min ;8592.0:1'1'9. 577 4 max 13523.4898 578 m'in 859ttdH9• 579 5 max 13523.4898 .580 .. min 8'§92:C1'H9· 581 TC18 1 max 13523.4898 582 min iji592.i'l1 t9' 583 2 max 13523.4898 584 min 8592.011'-9. 585 3 max 13523.4898 586 min 8592 ;(J1:1i9· 587 4 max 13523.4898 '588. ·min· ,8592:b'1.'1i9':. 589 5 max 13523.4898 ·590, niili :astf2~;0.tf9: · .. LC A PRIME JOB: -2J10-tfo A STRUCTURAL DATE: &!10 J!al~v;J..., ENGINEERS SHT: pe,,µ Checked By: 1 Shearflbl LC Momentrk-ftl LC ,g. :r-··t209"faa9, 1: ,. ---·-:,ohllf$· tr ~ -·':~' ' ,~;., l . '"-' 2 I 266.4188 1 .0717 1 3· .I. ·'9'3~3666 3' .;(;y:ifeB; ·2· 2 158.4188 1 -.0109 3 3 60:3636 3. -.034'5 1 2 50.4188 1 -.0328 3 3' .2/:t :lf3'e·e. 3, -.086-7 1· 2 -1.7109 2 -.0383 3 g;-.. , .. .-.:5:t:15l34>2 1--.:6849: 1 2 -34.7109 2 -.0272 3 '.3'.: ·. ·-it'6s"5'aj;2;-. r .., .,.,Q§f2' 2: 2 97.4912 1 -.0272 3 :_a:. . '3 .. 3.888 ,. :2':. ' --.0·s2-:2 2· 2 -10.5088 1 -.0283 3 3: -2'!3:61'.1'2 2· ,jj'5'08· 1 2 -47.2935 3 -.0129 3 ·>3: ,·, :/fj:a:5088· f ·t-:0226, 2 2 -80.2935 3 .0677 1 ..'. ~; '· ·J226f5f)'8'$':· '1' : :'0A69:~ :2 . " 2 -113.2935 3 .2079 1 ·;$· .. ·.1:-)s'z4r5'0·sa: _i'1f°', ''. ·:;M.it'Ai : 3; RISA-2D Version 9.0.0 [\\SERVER\server-d\qwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -Copy.r2d] Page 11 i \l, ,,,,, ~ ~ ,\ GRID.....:,,:,.;.---- uu ~----..:! ..!---~J.U u ~-.,.. ~ --l~---r- _f<'\ i,;-~ DC<'\ -· I 1;. i,-('I ~ .. t~ "ir---- GRID--":,.'1----~~-- PRiMEJob: ~!v-~ t;T/1()('TliR/iL' o· ·t . tl-! a 1,1 , • v. t1r ,, a e .. :.i.u.:_ · rnGINEERS Sht: f..~- Sokil1011:Env11bpe Member AdalfO!Qe$ {i)) Prime Structural Engineers prime4 2K10-40 JOIST 2 .; ·. Apr 1, 2010 at 11 :49 AM JOIST2.r2d SJI STANE>ARD SPECIFICATIONS FORK-SERIES ('97 UBC) (ASD -ALLOWABLE STRESS DESIGN) Description: JOIST 2 (ENVELOPE) A.PRIME Joo: tl'to-c/o STRUCTURAL Date: ' 0 ENGINEERS sht ~ CHORD PROPERTIES: TOP CHORD: LL 2.0.0X 2.00X 0.133 Chord Gap= 1.00 in BOT CHORD: LL 1.50X 1.50X 0.125 Fy = 5() ksi E = 29000 ksi Area Rxx Ryy Top Chord 1.029 in2 0.625 1.221 Bottom Chord 0.719 in2 0.465 1.032 CHORD Dl;SIGN CRITERIA: Lx = Length corr. to Rx in plane of joist Ly = Length corr. to Ry of joist Lz = Length corr. to Rz of joist . Filler= Axial Force, P = Panel·Pt, M = Mid Panel, M = Max UR= UR Check= ALLOWABLE STRESSES: · Rz 0.397 0.296 S.top -·0.132 0.144 TC Interior Pane.I. = 40.00 in = 40.00 in = 20.00 in = YES = -8203 lb = 2340 lb-in = 0 lb-in = 63.99 in = OK Cc= ~[2·Tr2·E/(Q·Fy)] = 115 S.bot 0.277 0.369 PANEL CHECK TC Interior Panel 24.00 in 24.00 in 24.00 in NO -23168 lb O lb-in o lb-in 60.45 in OK 115 Fa =1UR s Cc: Fa= [1-(UR)2/(2·Cc2)]·Q·Fy/[5/3+3/8·(UR/Cc)-1/8·(UR/Cc)3] UR> Cc: Fa= 12·rr2·E/[23·(UR)2] = 19730 psi 20207 psi 20207 psi 30000 psi 30000 psi MP Axial, Fa= = 19730 psi PP Axial, Fa= 0.6·Fy = 30000 psi Bending, Fb = 0.6·Fy = 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHECK: Axial Stress, fa = P/A= ,7975 psi -22523 psi Axial Check= fa/ Fas 1.0 = OK OK fb.bot = M / S.bot = -8447 psi 0 psi Bending·Check = fb / Fb s 1.0 OK OK fa+ fb = = 16421 psi 22523 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.547 0.751 (fa+fb)/(0.6·Fy) s 1.0 = OK OK MID-PANEL CHECK: Axial Stress, fa = P/ A= -7975 psi -22523 psi fb.top = M / S.top = 0 psi o psi F'e = 12·rr2·E/[23·(URx)2] = 36466 101293 Cm= End Panel: 1-0.30·fa/[F'e] = Interior Panel: 1-0.4·fa/[F'e] = 0.913 0.911 Mid Panel Chk = fa/Fa+ Cm·fb/[(1-fa/F'e)·Q·Fb] = 0.404 1.115 Unity Checks 1.0 = OK NG / r'/e_()V/,0..(;. 1'1'-C, Q 0.865 TC End L Panel 24.00 in 24.00 in 24.00 in NO -8667 lb 900 lb-in 480 lb-in 60.45 in OK 115 20207 psi 18187psi 27000 psi 27000 psi -8426 psi OK 0 psi OK 8426 psi 0.312 OK -8426 psi 0 psi 101293 0.975 0.463 OK M/4 ~ ~M'5' re, TC End R Panel 24.00 in 24.00 in 24.00 in NO -7068 lb O lb-in 0 lb-in 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -6871 psi OK 0 psi OK 6871 psi 0.254 OK -6871 psi o psi 101293 0.980 0.378 OK BC Interior Panel 48.00 in 48.00 in 48.00 in NO 230461b 162.06 in OK 30000 psi 32064 psi 32064 psi 1.069 NG 32064 psi 1.069 NG / r,#. ,IV/,!)-(J-.~ "'r,,G 4~..<.. p'tfl, S"'1P2~~-- _,('~ c. 100215 PRIME Job: 1&:ie-<1·~ S-r-ur--L,o A· tLJ ,~ Ii-< 11 l ,K1~L Date:...:;~_, ~ Company : Prime Structural Engineers ij Designer : prime4 t~:~f jf G Sht: p,J:.l Job f\Jl,lmber: 2K10-40 JOIST 2 Checked By: Envelope Joint Reactions .Joint Xflbl 1 r .Y [lbl LC Moment rJb-inl LC N2 max 0 1 5493.29 1 0 min '·0 .. 3 N23 max 0 1 5165.043 1 1 4 . min -4275 . "" .{_ 5 Totals: max 0 1 1.0658.333 1 6 min ·-4275 Envelope Member Section Forces 3 5 6 7 . 8 9 to 11 12 13 .. -.'114' 15 19 20 27 ·28 29 31 . 32 35 36 37 38· ... 39 40 .: 41 :42. 43 44 45 M1 BC1 BC2 BC3 BC4 .C::or-Axialflbl LC ~hearrlbl LC Momentflb-inl LC 1 max o 1 O 1 O 1 ,' .:·, ... ,:' . 2 max O 1 O 1 O 1 3 max O 1 O 1 O 1 4 max. O 1 O 1 O 1 5 max O 1 0 1 0 1 1 max -2786.586 3 3.945 1 0 1 . min . -·H-902':1~6@ ... · . t ·· . . ..:54@: .· ·: 3. . ·: -... et . ·: i' 2 max -2786.586 . 3 3.945 1 -6.513 3 ' : ·' ~ > imin,. :; :,~trt,:sotEzs:~r :-;i·>1t:··,;/ .. ~'-i:ias'ABf~~'.}~· :;; ,:.a:)r::.)<.X~%ia~· :. t ... :t ... 3 max -2786.586 3 3.945 1 -13.026 3 4 max -2786.586 3 3.945 1 -19.538 3 5 max -2786.586 3 3.945 1 -26.051 3 1 max -4822.756 5 1.968 1 -26.051 3 2 max -4822.756 5 1.968 1 -45.199 3 3 max -4822. 756 · 5 1.968 1 -54.501 5 4 max -4822.756 . 5 1.968 1 -63.715 5 5 max -4822.756 5 . 1.968 1 -72.929 5 1 ' max -6774.796 5. 2.384 3 -72.929 5 2 max -6774.796 5 2.384 3 -87.898 5 3 max -6774.796 5 2.384 3 -102.867 5 4 max -6774.796 5 2.384 3 -117.836 5 5 max -6774.796 5 2.384 3 -128.466 2 1 max -7169.391 5 1.958 2 -128.466 2 2 max -7169.391 5 1.958 2 -124.734 5 3 max -7169.391 5 1.958 2 -116.663 5 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 1 ., Company . : Prime Structural Engineers 1 Desigr'ler : prime4 PR i ME Job:~ STRUCT~t\L Date:_ifil.~ :~~·~iERs sht: tl!::!:: Job fiilumber : 2K10-40 JOIST2 Checked By: Envelo9e Member Section Forces (Continued) Member 47 '48 49 ·so· 51 BC5 ·52 53 ·54 55 56 57 59 60 61 BC6 65 '66 67 68 69 71 BC? 72 75 76' 17 78 79 80 81 BC8 ···,82· .85 '86. ..·'.: 89 . 90 91 M10 -92 93 .94 97 : 98, :., .. ,; ~ .. ,, Axialflbl LC Shearrlbl LC Momentrlb-inl LC 4 max -7169.391 5 1.958 2 -108.592 5 5 max -7169.391 5 1.958 2 -88.188 3 1 max -7256.765 5 .156 3 -88.188 3 2 max -7256.765 5 .156 3 -90.056 3 3 max -7256. 765 5 .156 3 -91.924 3 4 max -7256. 765 5 .156 3 -93. 793 3 5 max -7256.765 · 5 .156 3 -95.661 3 1 max -5596.4 5 -.137 3 -95.661 3 2 max -5596.4 5 -.137 3 -93.494 5 3 max -5596.4 5 -.137 3 -80.343 5 4 max -5596.4 5 -.137 3 -67.192 5 5 max -5596.4 5 -.137 3 -54.041 5 1 max -3920.11 5 -.535 5 -54.041 5 2 max -3920.71 5 -.535 5 -47.625 5 3 max -3920.71 5 -.535 5 -41.21 5 4 max -3920.71 5 -.535 5 -34.795 5 5 max -3920.71 5 -.535 5 -28.38 5 1 max -2244.853 5 -.591 5 -28.38 5 2 max -2244.853 5 -.591 5 -21.285 5 3 max -2244.853 5 -.591 5 -14.19 5 4 max -2244.853 .5 -.591 5 -7.095 5 5 max -2244.853 · 5 -.591 5 0 1 1 max · 0 1 0 1 O 1 niin _ ·O :.· · 1 ' ·' . b. 1: ::·. .o . ,1: 2 max O 1 0 1 o 1 3 max O 1 0 1 O 1 4 max O 1 0 1 0 1 99 5 max O 1 O 1 o 1 ---1::Wotf· :: · · ., · ·.-.· · .• -· · ,· ... -: · : · : > rnin::.:, :: :-. : · ·· iO:: _·: >:. :.:.;:~t···,., ... ,.},::-,~~ ·'::o>.-, \·.!:~~_\6:·,::11·''lt'r.:1.-... ·.::· .i:;·.-:or::-.-,f~·-::;~, .. ,'..~::-~·t :'.': 101 W1 L 1 max -2038.71 5 O 1 o 1 ,_jfil_~------~~2~~~m=a=x~---2=0=3=8.,.,_7~1--'--~5--''-----=o------'----'-1 __,_ __ _;0"-----'---'1'---' RISA-2D Version 9.0.0 [\\Server\server-d\qwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 2 + PR 11\!1 E:: Joo: µ,..1.V.:~ ST/"lu1--·rl' 1n,,'1L Date· ,It 0 !\ iJI In ·-~ .. Company : Prime Structural Engineers ... Desigrter : prime4 ~,\~m~sht: fa:!:£ Job I\Jumber : 2K10-40 JOIST2 Checked By: Envelope Member Section Forces (Continued) 105 1.06 107 '108 109 1'10'· 111 113 117 118 119 120 121 125 .126 127 129 131 1-32. 133 135 137 141 142 143 . 147 149 1,50· 151 1'52 155 'f56 157 158· . W2L V1 ' '!:~ • !:"- W3L W4L .. . ~ {.. . . '" • ,..: .•-l ' ~ ~. ' W5L ~""' Axi~lflbl LC Shearflbl LC Momentrlb-inl LC 3 max -2038.71 5 O 1 O 1 4 max -2038.71 5 O 1 O 1 5 max -2038.71. 5 0 1 0 1 1 max -157.244 3 O 1 O 1 min .:8b6:978. .1. ·o'.'. ·.. ·1 .o; ·1: 2 max -157.244 3 b 1 0 1 min ..:8'Q6.918. . f. :: .. o;,,, .. ';' . t . ,' · ·: '·©r ·. . ·1, 3 max -157.244 3 0 1 0 1 mih. -8(l6\97i8'. .~rt·... .:o;.. · 1 . . · ~Y' · . ~. 4 max -157.244 3 O 1 O 1 5 max -157.244 3 O 1 O 1 1 max 961 . 815 1 0 1 0 1 2 max 961. 815 . 1 O 1 O 1 3 max 961.815 1 0 1 O 1 4 max 961.815 1 0 1 0 1 5 max 961.815. 1 0 1 0 1 1 max 5805.478 1 O 1 O 1 2 max 5805.478 1 O 1 O 1 3 max 5805.478 1 O 1 O 1 4 max 5805.478 1 O 1 O 1 5 max 5805.478 1 O 1 O 1 1 max -1497.388 5 O 1 o 1 2 max -1497.388 5 O 1 O 1 3 max -1497.388 5 O 1 o 1 4 max -1497.388 5 O 1 o 1 5 max -1497.388 5 O 1 o 1 1 max 4184.765. 1 O 1 O 1 2 max 4184.765 1 O 1 O 1 3 max 4184.765 1 O 1 O 1 4 max 4184.765 1 O 1 O 1 5 max. 4184.765 1 O 1 O 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 3 + ... PR!IVlEJot: ~ S"'"PU(·,·ri ;RA L , . . Lr ·a .. Company : Prime Structural Engineers • Designer · : prime4 Job I\Jumber : 2K1'0-40 1,, 1h, r', Date,_:::i...µ:;:.. Ei~~~~·®1&ht: p.2:L JOIST2 Checked By: Envelope Member Section Forces (Continued) 161 '.1!62 ·.· 163 165 166 169 , f1.0 171 172 175 . 117.6 .• 177 179 . t80. 183 1:8.4' 185 ·f86:. 187 1:8ff •., 189 · 1'90 191 193 195 197 1,98 199 ·20·0 201 205 207 ~OB .. 209 210 211 213 21-4 215 2'16 217 Member V2 ., ,,, W6L ·-.. ' ... W?L V3 W8L W9L Sor-Axialrlbl LC Shearflbl LC MomAntrlh-inl LC 1 max 280.79 1 O 1 O 1 2 max 280.79 1 O 1 O 1 3 max 280. 79 1 O 1 O 1 4 max 280. 79 1 O 1 O 1 5 max 280.79 1 o 1 O 1 1 max -1282.51 2 O 1 O 1 min -3485.924 t. .;0 1'· .-_ :©\"<· ,· ·._ ... ··f .- 2 max -1282.51 2 0 1 0 1 min -,3485592~ ... : : · 1.. . '" Ei · .: : 1' , ,_.0: ,, · ·1 3 max -1282.51 2 0 1 0 1 4 max -1282.51 · 2 O 1 0 1 5 max -1282.51 2 0 1 0 1 1 max 3104.406 1 0 1 O 1 2 max 3104.406 1 0 1 O 1 3 max 3104.406 1 0 1 0 1 4 max 3104.406 1 0 1 0 1 5 max 3104.406 1 0 1 0 1 1 max 294.906 1 0 1 O 1 2 max 294.906 1 O 1 O 1 3 max 294.906 . 1 O 1 o 1 4 max 294.906 1 O 1 o 1 5 max 294.906 1 O 1 O 1 1 max -787.833 2 O 1 o 1 2 max -787.833 2 O 1 o 1 3 max -787.833 2 o 1 o 1 4 max -787.833 2 O 1 o 1 5 max -787.833 2 O 1 O 1 1 max 982.912 2 O 1 o 1 2 max 982.912 2 O 1 O 1 3 max 982.912 2 0 1 O 1 mine.-.:' ..;557':~'85-'' ·.,:·: :f·. -I': .i_.,;a.,(:)';_ . '· ·1-· .. : ,: ,, ·•,';():_;. . 1: 4 max . 982.912 2 0 1 O 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page4 , ComJ!)any : Prime Structural Engineers • Designer : prime4 Job f\.lumber : 2K10-40 JOIST.2 Envelope Member Section Forces (Continued) PRIMEJob: ~--ili> STRUCTURAi. Date:~ Effl~~@ht: ~ Checked By: MembP.r .c:0 0 Axialflbl LC Shearflbl LC Momentflb-inl LC 2-d:8· -rnitl -,557>1'85;_ 1:./3·: .:::·_ ·:-::o~.-,· _·.1· . .-.. :_~io:···. :f 219 5 max 982. 912 · 2 0 1 O 1 :2to. · ·mir.i -~ast:·1'85!-./~.;~_-:a. _::--:·:_··:>t>;,. · ···t· :.·: ·{):' ·· .-_.,\ ·1:- 221 V4 1 max 529.984 · 1 . O 1 O 1 ·~·122---" ::·~~ , , · _,{f.nih-. -. ·1 , ~~f6:0'fBJ.9t, :/--~~ _,-~::~5\::~,/: :,._:;~:\t; '(!t~ .-. -.. -_ .. ::: .. /t ·_-/i; i-.:_· .. ---· ~: . .t?:1€f':-· .. _ · _~-: -~r,: ~: -':~~-- 223 2 max 529.984 1 0 1 0 1 2i4 -nirn ·1'.6lt37.9: : ; : : 1s>< .: · · ..r;:-·,\; '.cf . -:-:-,:; ·'-1 :>: . :-'a:.-:-. : · ? , · :~r 225 3 max 529.984 1 0 1 0 1 226 mih 160-.3'79 . 5-.. ··:·. 'Jl. · · . ·1 :0:. : : . 1' 227 4 max 529.984 1 0 1 O 1 228 min 160.3:!t( · · 5 ··, ·-tl. · '" · ·f ·:;9. · ' ·4, 229 5 max 529.984 1 o 1 o 1 230 min 160.379 · .,5 -,0· 1· . 0 1 231 W1OL 1 max 695.92 3 o 1 o 1 ;· 232 . . . ·min ~8i3lHl6 : · 2.~--· : .. O, -· 1'. -.. ·. :er; . · -t 233-2 max 695.92 3 o 1 o 1 ---:z3a .. : _· · --, · · ::mln · _.-,;;M6{9tt:,_·:,;, -. <:'2~.;::,·; \~ii;iJ;f\':-fCD\:·>tr:/: 5; ~:~J\~: ,:iii.::,.-. #Jdti~t:.~::~::-: ;:, fjflt ;·_-. 235 3 max 695.92 3 O 1 o 1 '23·1:5 ·:. . . . rhih · --~866!96( >: t i,"l2t?\ ,}? ;\' ::r:0w-~:-:\,;, ,·, :"£ :,·: '.:::,1/t;t ·-_;·>:;t::::\(!Jfi\·.:'._,1.\:J t,~:ttrr; 237 4 max 695.92 3 0 1 0 1 238 min :·;866''.9'6: -,...'!:'-:f·;. i,:·,,k, "'-'.,o,o:·..-:;-;:---:t,;i~· -:"'~-:.~;:,':)01·:'. r:i·:''!( ·,;f:·':-:..: 239 5 max 695.92 3 o 1 O 1 240 min ~866.96 2· .. :· __ .-.:.-·0··. ·.. . .f.< ><·.ti,__ _· :;-'\t._.,. 241 W1OR 1 max 625.78 2 O 1 O 1 24-2 · :--min . · _:13g0:-;1413i. ;; :_; ... ::r,: ,,-::: :,. :·,\0i>:-.. · ·-:-: ::;1-.-,~~,;::·:·,< ·:'S0··:-/ -.. ; .. ,:;jf _-:: 243 2 max 625. 78 2 o 1 O 1 ·-24'4· .. : .ri1ifr. _: .c_ .. .,:88ff-l46· :7 ··:":-:3;;~~'1; ·,:. _;·::\'(:f.": .: ; . ;::·. ·:1 ·:: :, .. ;,.; ·:©'.{;_:"'. ·, ·' ·---_; ' 1; :: 245 3 max 625. 78 2 O 1 O 1 '..246i: -.. ·.·r; ;·.'-_:.::.;: . .-·_: :: .. -; ._: ~--_,,: ·· : ··. ,:.;-~iiiin,·' .r.,:;, Ji3°8'@::1¼61:1>:?;_;·::&?::i~>::':./C:.::J'@k •~· ·,<: o.;,_;.,,:"1·'}C: _·.:2.?-:zj?0'.{1:·:.·: ,;: ;'a?:,>t.:-::. 247 4 max 625.78 2 O 1 O 1 2.1f8 ·.. · >--· · ·· · .-. -. .-; · · -_ -. /:·,:mln :_: :· :::,::.,,.-ai:rolt~e:; t=T~"~e;z,ir, i\'.~~'"it!~1101}\;j,;:,£rj:lf.:J:-1 if)t:fr,f\0f:\;,,:;f£'."i,;t ti1~1i~If 249 5 max 625. 78 2 0 1 O 1 2·50 ·min :_ · · -.-880:+45:· --:. -~ 13··.,r.:::· _,·-':-,· -'Ot,·.=·,:e 1-· :-f; ', __ -1-\-:.'.J'. ~,,,).'.',©,· :· __ ,:;;;,t,t,.,::::11: .: : 251. V5 1 max 348.674 1 0 1 o 1 252 .min 38':826'.. ·?i,:5_,-,l;. ·:·.:,o( -,·_:· 1:···:i:··:··:::.:,:-r0·:.c\ .... --:·:;,•-:f.-:· 253 2 max 348.674 1 0 1 0 1 254 .min 38::a2e· is-. -'. , :'){j/ ·t·,. · ·· .-•(Ir,: .. ·':_._'.:·:·-'·-1:· - 255 3 max 348.674 1 O 1 O 1 .256.' 'fi:iin 38·.826'. ;5. :; : · · · {r:;_ 1' .:., : _,::· er \' · :, · · .1°' · 257 4 max 348.674 1 O 1 O 1 ·2·5a;:: · 0 ,min ., ·,38;,°ff26.,:: <·.' :.;5r-:-::. :·,_:_:,_ ·-20·:::,, -·:;: · .. : ... · '1-::·:::·:: · · ··r.,:@;.->~\:;::_,,;;r:._f%f "'.,,:, 259 5 max 348.674 1 0 1 O 1 ':2e0:,. -:, ?: <:_ · · -: -'· .. '· ... ; :mi'fr . ·: '.·;_ : ~-sars2e?>.~ :· ,!:.f5:E3, ·-x,:, ir:~J0Vi ·::;._·;:: ~,:; r;~rtt:-:~t/: ~:;:,;"~~0t1,:; \\':-:':; :.:_·.-:1~f.:'~ 261 · W9R . 1 max . 1997.99 1 · O 1 o 1 .262· min. . .7:92';4-75~:. ~ . ;·[ ''3',·. J :·.-S.: -~;~f(ji':··::_:-: ·:.,_-"'sr-f?f/{i~\:;: 'f.,.<{,:1,(!):(('i°..'', :::'~( i::\ji,, :,: 263 .2 max 1997.99 1 0 1 0 1 264 min 7-92i4.t5. ·•.·:3._:·.::: ._ . Jll' .,:::,,. 1 .,,1, .:" .. ,: .. __ ·:it:: · ---'.'."-·()f ·:·, . 265 3 max 1997.99 1 0 1 O 1 :·266' -.. -min 792:4·ts~ .;:I'··:. 3,· .'' -. > i_.'." ?6~~:: :':/-.::Y' 4· :, :,:i;t::·:,_')_;'f'.01.:::;-.,~,.;;;,;1~)-~;;_,:. 267 4 max 1997.99 . 1 O 1 O 1 268" -·mih · 1.:92.:4-:ts'. · "''' :._:<3:: ·;/</: ···::ci . .::· ,. -.· .. -"1 . .;-:_, __ . ::;.·,?-~bL ·,, · ·-f<· ·:t . 269 5 max 1997.99 1 O 1 o 1 ':2ift!t -· · · ,. · ·:. ·:min . :: · :_·192-:4:1-s·:-· ;·,.: ·-:''".e;;;·.:::/:f .-\1:'::;o::-: ... ·· _;,_" f_\.; .... .--i;:.r·l\f: ::· :·:,::i-D· · 11-:-,,,: 271 W8R 1 max -947.619 3 o 1 o 1 :fin{ ,-_; ::::_··:;;"·-:··?: ·· .. ,_.,_ ,.,. .... _:'.2:,'.··: · ···,-· ··:1-J-nin:? ::'.' <-':;;ts"6aW0!f>.f.1~;:_J·,.~t: ·::-:·:?:)i?on;.· :i··_-;;.;.:;11, t· ;:,:::./t'jtF/£'L->t,,.:;f?~W<::, 2_7_3. 2 max -947.619 3 0 1 o 1 274: · · " · .. min .. ·.::255a;·6'6$:-~ ~'~?°·1::·;:~j-.;-;··.:.,;r::11Ef_.·-:·:·:~iC_H//'.":·· ;:,,-:-:.::.tf::1/:/f~h~i~J<·( RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 5 P R ! M E Job: ~U,:-,,.,":-V STRUCTURAL Date:4 , Company : Prime Structural Engineers ~ Desigr,er : prime4 ~~~·f1~tb3ht: ·r4- Job I\Jumber : 2K10-40 JOIST2 Checked By: Envelope Member Section Forces (Continued) 275 ·279 . ·280' · 281 ;-282 285 286 287 .28if 289 291 ·'292:. 293 297 299 301 .. 302'. · 303 :3'0.4,· -··.·. 307 .308: 309 31-0 311 342 317 319 3itt.: · 321 322 323 324. 329 -'330· 331 Member V4R W7R W6R V3R , . ~ ', ' . :• W5R "· . ' W4R ~"'C Axialflbl LC Shearflbl LC Momentrlb-inl LC 3 max -947.619 3 0 1 0 1 4 max -947.619 3 0 1 0 1 5 max -947.619 3 0 1 O 1 1 max 440.926 1 0 1 0 1 2 max 440.926 1 0 1 0 1 3 max 440.926 1 0 1 0 1 min 1:7.309 5 '@: 1· ·0) 1 4 max 440.926. 1 0 1 0 1 5 max 440.926 1 0 1 O 1 1 max 3191.879 1. O 1 O 1 2 max 3191.879 . 1 0 1 0 1 3 max 3191.879 1 O 1 O 1 4 max 3191.879 1 0 1 0 1 5 max 3191.879 1 O 1 o 1 1 max -1277.371 3 O 1 o 1 2 max -1277.371 3 O 1 o 1 3 max -1277.371 3 O 1 O 1 4 max · -1277.371 3 O 1 O 1 5 max -1277.371 3 O 1 O 1 m1n .;3643 '242: 1. · · · · · ·_.i;>; ,< :'t :(): · · .. · . t 1 max 348.553 1 O 1 O 1 2 max 348. 553 1 O 1 O 1 3 max 348.553 · 1 O 1 O 1 4 max 348.553 1 o 1 O 1 5 max 348.553 1 O 1 O 1 1 max 4343.183 1 0 1 O 1 2 max 4343. 183. . 1 0 1 0 1 3 max 4343.183 1 0 1 O 1 4 max 4343.183 1 O 1 o 1 5 max 4343.183 1 0 1 0 1 . 1 max -1299.135 5 O 1 o 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 6 ·~. Cor,:ip,ilny : P~ime Structural Engineers v Des1g·ner : pnme4 PRIME Job: 1){'.J,~-9:0 STRUCTUR1~L Date:_~ ErJ~~BE~@t!vit ~ '11:48 AM . Job I\Juniber : 2K10-40 JOIST2 Checked By: Envelope Member Section Forces (Continued) Member 333 334: _ 337 ·.338. 339 340 341 V2R 342 347 - 349 350 351 W3R 3'52 353, 354 357 _ 358 - 359 360 361 V1R 363 . 364 · 365 366. 367 '..36'f3 ._: -;: · ... ,. , ·. . ,, .. > • 369 '.37.0: .. , -· · 371 W2R 372 375 . 376 377 378 381 TC1 ·:382: ---.:,·,.· 383 :384 385 387 '388., ~.,,. Axialflbl LC Shearrlbl LC Momentrlb-inl LC 2 max -1299.135 5 O 1 o 1 3 max -1299.135 5 O 1 o 1 4 max -1299·.135 5 O 1 O 1 5 max -1299.135 5 o 1 o 1 1 max 249.306 1 O 1 o 1 2 max 249.306 1 O 1 O 1 3 max 249.306 1 o 1 o 1 4 max 249.306 1 O 1 O 1 5 max 249.306 1 O 1 O 1 1 max 5630.151 1 0 1 0 1 2 max 5630.151 1 O 1 o 1 3 max 5630. 1"51 1 0 1 0 1 4 max 5630.151 1 O 1 0 1 5 max 5630.151 1 0 1 0 1 1 max 648.237 1 O 1 O 1 2 max 648:237 1 O 1 O 1 3 max 648.237 1 O 1 O 1 4 max 648.237 1 0 1 0 1 5 max 648.237 1 0 1 0 1 1 max -1716.623 5 0 1 0 1 2 max -1716.623 5 O 1 O 1 3 max -1716.623 5 O 1 O 1 4 max -1716.623 _ 5 O 1 O 1 5 max -1716.623 5 O 1 O 1 1 max 4275 _ 4 O 1 o 1 2 max 4275 -4 o 5 9 1 3 max 4275 -4 O 5 36 1 4 max 4275 4 -o 5 81 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 7 Pf~!MEJob: ~ STRUCTURAL Date:_~ ,, Company : Prime Structural Engineers ~ Desiglier : prime4 ~WJ~·Pht -fll.- Job f\Jumber : 2K10-40 JOIST 2 Checked By: Envelope Member Section Forces (Continued) 393 395 396 397 ·39.8 399 :40Qf 401 402 403 A0;if. 405 407 408 409 41'0'•. 411 413 417 419 420; 421 427 428:. 429 431 433 434_: 435 A36,·_·· 441 443 -444 . 445 . Momber TC2 TC3 TC4 .. 1 • :· ' -.-, • TC5 TC6 Ax1::1Jflbl LC~ ShP.::irflbl LC MnmentrJh-inl LC 5 max 4275 4 0 5 144 1 1 max 8014.529 · 1 574.838 1 144 1 2 max 8014.529 1 538.838 1 -223.532 5 3 max 8014.529 1 502.838 1 -447.063 5 mih . f744.545 . 5, . flL~6€f .. 5°. ~ ·.'. ;20:ft35-;t . · ·t 4 max 8014.529 1 466.838 1 -670.595 5 5 max 8014.529 1 430.838 1 -894.126 5 1 max 8667.665 1 3.803 3 -894.126 5 2 max 8667.665 1 -29.197 3 -648.461 5 3 max 8667.665 1 -40.944 5 -402.795 5 4 max 8667.665 1 -40.944 5 -78.679 3 5 max 8667.665 1 -40.944 5 2339.951 1 1 max 8203.353 1 367.209 1 2339.951 1 2 max 8203.353 1 187.209 1 77.433 5 3 max 8203.353 1 16.623 2 66.329 5 4 max 8203.353 1 · 1.11 5 55.226 5 5 max 8203.353 1 1.11 5 2051.58 1 1 max 14799.956 1 317.439 1 2051.58 1 2 . max 14799.956 1. 209.439 1 470.947 1 3 max 14799.956 1 101.439 1 -70.204 3 4 max 14799.956 1 18.291 3 -86 5 ·mrn. . . . sa4'9.:.:1·:a~t. :,, ... :s,.::·:.;,.:"_:.-:,:~Jz~~fsijL. ·,; ;· .. J2-.-:~<::_:,---··---~;L;:-.. :~--jt-'. 5 max 14799.956 1 11.956 5 -189.664 2 1 max 14799.956 1 166.229 1 -189.664 2 2 max 14799.956 1 58.229 1 -173.37 5 3 max 14799.956 1 -9.799 2 -103.918 5 4 max 14799.956 1 -11.575 5 -31.575 3 5 · max 14799.956 1 -11.575 5 811.557 1 1 max 19687.939 1 272.807 1 811.557 1 2 max 19687.939 · 1 · 164.807 1 -103.606 3 3 max 19687.939 1 56.807 1 -250.432 5 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 8 L ... , Company : Prime Structural Engineers ~-Desigf.ler : prime4 PRIIV!EJob: ~ STRUCTURAL Date:.itk,1 .,. _r · 1if9(S Sht: f.::l.ri---- Job l'Jumber: 2K10-40 JOIST2 Checked By: Envelope Member Section Forces (Continued) 448 449 450 451 TC8 -452. 455 457 .458 459 461 TC10 462 463 467 468s ·. 471 TC12 -412:- 473 ·474 477 4,7/f·; :.:·. · .. 479 480. 481 TC13 A'82-. 483 485 487 A88·-· 491 TC14 492 493 494 495 .·.496- 499 500 501 TC16 '.502'. •. <-:: ,, .... Axialflbl LC Shearflbl LC Momen inl LC ·niiA ·· .5!767:.:-1:4~ '.' .c-:·f5:,.· . °f4~2~8.' . . · ·2 . ····; . r··· ''"' · : __ ,,; .. '1; · 4 max 19687.939 1 23.785 5 -393.142 5 5 max 19687.939 1 23.785 5 -296.444 2 1 max 19687.939 1 135.714 1 -296.444 2 2 max 19687.939 1 27.714 1 -216.554 5 3 max 19687.939 1 -23.048 2 102.742 5 4 max 19687.939 1 -53.216 5 513.458 3 5 max 19687.939 1 -53.216 5 1375.053 1 1 max 22630.783 1 190.179 1 413.086 1 2 max 22630. 783 1 114.179 1 1.551 5 3 max 22630.783 1 38.179 1 -133.512 5 4 max 22630.783 1 22.511 5 -268.576 5 5 max 22630.783. 1 22.511 5 -197.159 3 1 ' max 23167.86 1 130.717 1 -197.159 3 2 max 23167-.86 1 _· 54.717 1 -318.022 5 3 max 23167.86 1 -1.742 4 -232.405 5 4 max 23167.86 1 . -14.27 5 -146.788 5 5 max 23167.86 1 -14.27 5 39.782 2 1 max 23167.86 1 175.39 1 39.782 2 2 max 23167.86 1 99.39 1 -208.509 5 3 max 23167.86 1 39.29 2 -355.848 5 4 max 23167.86 1 24.556 5 -274.58 3 5 max 23167.86 1 24.556 5 29.314 3 1 max 21773.673 1 190.839 1 29.314 3 2 max 21773.673 1 82.839 1 -290.996 3 3 max 21773.673 1 3.885 3 -405.402 5 4 max 21773.673 1 -20.427 5 -282.84 5 5 max 21773.673 1 -20.427 5 50.089 1 RISA-20 Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 9 t Company : Prime Structural Engineers -,, Desigfler : prime4 Job I\Jumber: 2K10-40 JOIST 2 Envelope Member Section Forces (Continued) Member ~ .. c AxiaJrlbl LC Shearflbl LC Momentrlb-inl LC 503 . 504 505 506 507 '508. 509 J5~0 511 513 515 5'16 517 5'18 519 ·t520 . 523 TC17 TC18 2 max 18102.993 1 140.185 1 -140.01 I 5 3 max 18102.993 1 32.185 1 -194.572 5 4 max 18102.993 1 . 9.094 5 -249.134 5 5 max 18102.993 1 9.094 5 -142.212 3 1 max 18102.993 1 164.737 1 -142.212 3 2 max 18102.993 1 56.737 1 -223.048 5 3 max 18102.993 1 -13.441 5 -142.399 5 4 max 18102.993 1 -13.441 5 -61.751 5 5 max 18102.993 1 -13.441 5 897.606 1 1 max 13013.814 1 272.164 1 897.606 1 2 max 13013.814 1 164.164 1 -40.145 5 525 3 max 13013.814 1 56.164 1 -99.188 5 527 4 max 13013.814 1 9.841 5 -158.232 5 529 530 531 ·532 533 537 TC19 :;5sar .: .. : ·_. . .:. . · · · .'.:, ·: · ? ·_:;:_y ::· 541 543 54~ 545 547 553 ·_554· 555 556· 559 TC20 : .. ·.-.;- TC21 ¥. :,,, ....... , ", ~ .. '• ,, 5 max 13013.814 1 9.841 5 -165.179 3 1 max 13013.814 1 89.47 1 -165.179 3 2 max 13013.814 1 -7.499 3 -130.327 5 3 max 13013.814 1 -14.491 5 -43.379 5 4 max 13013.814 1 -14.491 5 855.207 1 5 max 13013.814 1 -14.491 5 2586.385 1 1 max 6984.456 4 401.275 1 2586.385 1 2 max 6984.456 4 221.275 1 49.293 5 3 max 6984.456 4 41.275 1 -31.93 5 4 max 6984.456 4 8.122 5 -113.154 5 5 max 6984.456 4 8.122 5 935.401 1 1 max 7068.324 4 248.975 1 935.401 1 2 max 7068,324 4 140.975 1 -90.072 3 3 max 7068.324 4 . 32.975 1 -97.188 5 4 . max . . 7968.324 4 -8.099 5 -48.594 5 5 max 7068.324 · 4 -8.099 5 144 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 10 ., PRiMEJob:~ c··ro11rr11'Ri\l D t . .J,{ fo \l t\~v L: r .. a.e.-::i,+- • Company Prime Structural Engineers ~ Desigf"ler prime4 ,~~~~9Sht: /di. Job I\Jumber 2K10-40 JOIST.2 Checked By: Envelope Member Section Forces (Continued) . 560 561 ;'562/, 563 564 565 567 ·568 569 571 57.2 573 575 '5:76. 577 :5'l8 · 579 581 583 "584. 585 589 590 591 595 599 .600, 601 :602 603 ·'604",: 605 ]30&·: ·; ,... . · 609 610 TC22 TC15 TC9A M62 ,,.,. "'' !=:ec Axi:=ilflbl LC Shearflbl LC Momentflb-inl LC 1 max O 1 72 1 144 1 2 max o 1 54 1 81 1 3 max O 1 36 1 36 1 ·min 0.. · J" '.'.(): · · '5 .o 5 ·. 4 max O 1 18 1 9 1 r.rirn b .ft Jj;, :'··:·::·· 5'. 0-.5 5 max O 1 O 1 O 1 1 max 21773.673 1 199.765 1 50.089 1 2 max 21773.673 1 91-.765 1 -141.571 5 3 max 21773.673 1 -3.118 5 -122.863 5 4 max 21773.673 1 -3.118 5 -104.156 5 5 max. 21773.673 1 -3.118 5 439.735 1 1 max 22899.876 1 604.119 1 1375.053 1 2 max 22899.876 1 564.181 1 266.51 3 3 max 22899.876 1 524.244 1 -568.336 2 4 max 22899.876 . 1 484.306 1 -940.245 2 5 max 22899.876 1 444.369 1 -1285.079 2 1 max 22630.783 1 -60.069 2 -1285.079 2 2 max 22630. 783 . 1 -80.866 2 -1018.625 2 3 max 22630.783 1 -101.662 2 -673.533 2 4 max 22630.783 1 -122.459 2 -249.803 2 5 max 22630.783 1 -137.869 5 413.086 1 1 max 1451.812 3 o 1 O 1 min -437.2.1:8 '2' ,_,; . · Q. ·. . 1:. : : ~-. ·'t)\.' '.' .· .. f ·.,, 2 max 1451.812 3 O 1 o 1 3 max 1451.812 ·3 o 1 o 1 4 max 1451.812 3 O 1 o 1 5 max 1451.812 3 o 1 I O 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 2.r2d] Page 11 ~ 6 I 4'] ~· 2·-0· 3'-4' 4•._,i_· 4'·0' 4'·0' 'd, 4'-12>' 4'-!!1.' 4'-12>' 41-0~ 4·.0· 4'-0' Fd (ac/' ", rl. / 4,-J::i,;;-):: ~04-2 -ro,~60_1! 0 ~) ~ /?JW'F- Pw <ac): L yi I °32".?,7 ( ) Fd<acl, { .L n-io Fw(ac), e,t,t, C-r/5/ ::-;.-, 11>¥ ~--37 ( •0-1-) TC, 2-L2X2X<Z>J33 4'-0' 4'-12>' 4'-0' JOIST 3 4'·0' 4'-0" y.4· J l'f7-r-<>, flfoCJ) ::-t '_/ l,1- 4'-12>' 4'-!!1.' -4. ~. • ... -4 "' "' 6 Nl>' k1 3~· m ::::3 ""CJ z: ;::rj -I"'! 9 C::: ,AJ z.c-:>-rn -i :::::> r,7 c:: ::::,. :;;o?i!m er;, ..- (f'J O <-::r U) 0 --+ ,....., rr • • (l) .• -ks~\~ ~ % Resutt&forlC1,0+L ~kt.lalFon:es{I)) \ I Prime Structural Engineers prime4 2K10-40 -21890 -23132,9 23387.7 I -. I m1 TC13 ;,, ~ ~ ~~q.- -23451.2 JOIST 3 "'''~', 22141,1 J!:J~t !~734 -2045".9 -16004.S •101681 Apr 1, 2010 at 11 :38 AM JOIST3.r2d ,,i:. ,. I " men 2: __, G.> ;:::d z~ n,--1 r-n s= ---....a ...... ,t,.J:~ er.,,- (/) 0 ;2: m . • r+ (D f 9 I _., 7J ;o ";:'ll' ::::i. m (._ 0 C, 5,JI STANl.>ARD SPECIFICATIONS FORK-SERIES ('97 UBC) (Mm -ALLCIWABLE STRESS DESIGN) Description: JOIST 3 (ENVELOPE) A.PRIME Job: ~7 SlRUCTUAAL oate: tR 0 .ENGINEERS s11t: pc 'I?] I CHORD PROPERTIES: TOP CHORD: LL 2.00X 2.00X 0.133 Chord Gap= 1.00 in BOT CHORD: LL 1.50X 1.50X 0.125 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Top Chord 1.029 in• 0.625 1.221 Bottom Chord 0.719 in2 0.465 1.032 CHORD DESIGN CRITERIA: Lx = Length corr. to Rx in plane of joist Ly = Length corr. to Ry of joist Lz = Length corr. to Rz of joist Filler= Axial Force, P = Panel Pt, M = Mid Panel, M = Max UR= UR Check= ALLOWABLE STRESSES: Rz S.top 0.397 0.732 0.296 0.144 TC Interior .Panel = 40.00 in = 40.00 in = 20.00 in = YES = -8305 lb = 2343 lb-in = 82 lb-in = 63.99 in = OK Cc= ~[2·,r2·E/(Q·Fy)] = 115 S.bot 0.277 0.369 PANEL CHECK TC Interior Panel 24.00 in 24.00 in 24.00 in NO -23388 lb O lb-in O lb-in 60.45 in OK 115 Fa =IUR s Cc: Fa= [1-(UR)2/(2·Cc2)]·Q·Fy/[5/3+3/8·(UR/Cc)-1/8·(UR/Cc)"] UR> Cc: Fa= 12·TT2·E/[23·(UR)2] = 19730 psi 20207 psi 20207 psi 30000 psi 30000 psi MP Axial, Fa = = 19730 psi PP Axial, Fa= 0,6·Fy = 30000 psi Bending, Fb = 0.6·Fy = 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHECK: Axial Stress, fa = P/A= -8074 psi -22737 psi Axial Check = fa / Fa s 1.0 = OK OK fb.bot = M / S.bot = -8457 psi O psi Bending Check= fb / Fb s 1.0 OK OK fa+fb= = 16531 psi 22737 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.551 0,758 (fa+fb)/(0.6·Fy) s 1.0 = OK OK MID-PANEL CHECK: Axial Stress, fa = p /A= -8074 psi -22737 psi fb.top;:: M / S.top = -112 psi O psi F'e= 12·TT2·E/[23·(URx)2] = 36466 101293 Cm= End Panel : 1-0.30·fa/[F'e] = Interior Panel: 1-0.4·fa/[F'e] = 0.911 0.910 Mid Panel Chk = fa/Fa+ Cm·fb/[(1-fa/F'e)·Q·Fb]= 0.414 1.125 Unity Checks 1.0 = OK NG Q 0.865 TC End L Panel 24.00 in 24.00 in 24.00 in NO -8732 lb o lb-in o lb-in 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -8489 psi OK O psi OK 8489 psi 0.314 OK -8489 psi O psi 101293 0.975 0.467 OK TC End R Panel 24.00 in 24.00 in 24.00 in NO -7350 lb O lb-in O lb-in 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -7145 psi OK O psi OK 7145 psi 0.265 OK -7145 psi 0 psi 101293 0.979 0.393 OK BC Interior Panel 48.00 in 48.00 in 48.00 in NO 23451 lb 162.06 in OK 30000 psi 32627 psi 32627 psi 1.088 NG 32627 psi 1.088 NG 100215 ~ ,. PRIM c ,Job: ~lp~~o ' '[_, .. :> ~TRL'('TU'')l\' r,· ~ .! ~ v, 1"'' t\n!.Dat.._ EXISTING JOIST CHECK -JOIST 3 ENGlrJEERS sht: /_0.!_ NEW AXIAL ALLOWT ALLOWC STRESS MEMBER ID LOAD(#) (LBS) (LBS) RATIO RESULT Weld Req'd Available Weld W1L -9433 -22781 10414 0.4141 OK 1.69 X 0.1875 4.10 W2L -815 -16965 . 0 0.0480 OK 0.27 X 0.2 4.90 V1 963 -4452 1079 0.8925 OK 0.6 X 0.109 2.80 W3L 5855 -14537 7434 0.7876 OK 2.24 X 0.176 4.90 W4L -4595 -5629 1668 0.8163 OK 2.84 X 0.109 3.50 V2 1383 -4452 1406 0.9836 OK 0.85 X 0.109 2.80 W5L 4235 -7763 3319 1,2760 Reinf. Req'd W6L -3535 -4452 835 0.7940 OK 2.18 X 0.109 2.80 V3 1383 -4452 1406 0.9836 OK 0.85 X 0.109 2.80 wtL 3157 -7763 3319 0.9512 OK 1.7X0.125 4.20 rn W8L -1957 -4452 835 0.4396 OK 1.21 X 0.109 2.80 0:: UJ co :a V4 1383 -4452 1406 0.9836 OK 0.85 X 0.109 2.80 w ::a W9L 1383 -5629 1668 0.8291 OK 0.85 X 0.109 3.50 co ~ W10L 1383 -4452 835 1.6563 Reinf. Req'd V5 1383 -4452 1406 0.9836 OK · 0.85 X 0.109 2.80 W10R 1383 -4452 835 1.6563 Reinf. Req'd W9R 2068 -5629 1668 1.2398 Reinf. Req'd V4R 1373 -4452 1406 0.9765 OK 0.85 X 0.109 2.80 W8R -2646 -4452 835 0.5943 OK 1.63 X 0.10.9 2.80 W7R 3266 -7763 3319 0.9840 OK 1.76 X 0.125 4.20 V3R 1383 -4452 1406 0.9836 OK 0.85 X 0.109 2.80 W6R -3717 -4452 835 0.8349 OK 2.3 X 0.109 2.80 W5R 4419 -7763 3319 1.3314 Reinf. Req'd V2R 1383 -4452 1406 0.9836 OK 0.85 X 0.109 2.80 W4R -4734 -5629 1668 0.8410 OK 2.93 X 0.109 3.50 W3R 5706 -14537 7434 0.7676 OK 2.18 X 0.176 4.90 V1R 648 -4452 1079 0.6006 OK 0.4 X 0.109 2.80 W2R -8458 -16965 0 0.4986 OK 2.85 X 0.2 4.90 + = COMPRESSION ·=TENSION ,-----__ :f: .. Company : Prime Structural Engineers • Deslgner : prime4 ~ Job !'lumber : 2K10-40 . - Envelooe Joint Reactions Joint 1 N2 3 N23 4 5 Totals: -6 max ,rnrn: max min. max niin _ Envelope Member Section Forces JOIST3 X flbl LC Yflbl / LC Moment flb-inl LC 0 1 5531.801+ 1 0 0 1 5222.862 1 0 1 0 1 10754.667 1 Member !=:.,,-Axialflbl LC Shearflbl LC Momentrlb-inl LC 1 M1 1 max O 1 O 1 O 1 (,·, .i2)_'· •, ~:-~. ·,::\f~.·:,''. ;; ;:_: '~~·;t ·:;.<-:·/:':'' /t1 ~;}:· ... ' .. _:.'" 1, -~~;~-FmtrL~ ,? ·::: ~ ~ ~.-•:;;O\f/~~:-~~ {~·-,~f ::1~·:~;1:~·'·.~1r·!~~( . ;_~:'.t~'t&J~(::) ·t:--~--;:~· !' :-r~~(/{/i' ;-I~--/:'~/:~e~;{f:_: ;~ ~t:' ·.I~ . rl( ' 3 2 max 0 1 0 1 0 1 -~~ ·_': --· ~-~-: ~~ · : ·,:~\1 ·. :,~ _; ,r · ~ \'/ri:lif1,:. ··~. ~1.:=:: • l: ·_ -{()·1: .. -;:,~~~V.:P~ ~ft.:~k~it.11 ~.}'.(-:: -~ t~?t©f'~?;Ifii:~J;.~ t/·;1;;I?~ !:~{f<il~~/ ·~0tr~l~~f{,thi~~ :·:=·.1:li.:':~: 5 3 max O 1 0 1 O 1 ·e fr\j/,('·c·,_-:(:j-., .. ~t·: ·-:t;c:· 'f· .. ,. ,V· •'€)""<···::>, "·-t 7 4 max O 1 O 1 O 1 9 5 max 0 1 0 1 o 1 t0 -.· · ,, , .. :rf.irn. ,o:-_ r;\.J~'.:.::l" <:f; -:~t0t:.J1L_._.,:, ···_:~,.,):i;: \.: §::.: )ct:·:-:,.::,:.?: ~ · ,~:~fi:.·< 11 BC1 1 max -3319.142 3 3.965 1 O 1 : =··dt2~ r ~ -.. -. --: ?~:.f ~:)i·,·, . · : .' ~ .. ;:-1t:·>1rlmififrf:.) :)z~~:;,J~kf~tg·a~ia~\{1 :}·-~~~~i!i~ ~]f(',~1;;·'t.!~7fX~\ .:t:·. t~ r:: .;,-g;; ~ti \:ti~::i11::.i0:: , ~-:·.:~--·'!j: c--;;fjJ, "l~-~ 13 2 max -3319.142 3 3.965 1 -8.124 3 ~,,1~$~; · :;:··: 'f, ~-_~;.J;':~-;-~--~~-:~. ~~-... :: ~?·:i;: ,:~ '.._:, :~\:_.-~'1-~{,:~·l ,~~ ~'.., trrtn~~t~?: f !·, ~;1f{1~9'€fffi"318'§1~:~\~ Ri~,¥11~~-~~ ~'~!~:~1~'}!f6~~:?~~~fr~:t i~;~~3~~·v:: :·~~~~·':::ifa~7i?5~~-\~=,;;~f ~;:~~~1:~··r~~: 15 3 max -3319.142 3 3.965 1 -16.248 3 -:1e.--: :,, , r -·, ,, , ,. _, · ; · --. . .,' :min,": :i. , .,1J:;1199a*as"9;\}.:'~ :::=:~~1tii'.i ~1:.\'£iJi1fa1NtJ::,:c .. :,fr:: :::;J)I3i~~:~J l:;..:1,.,,zi,;~·5"t115·!a:tt<.:; c.~--::.t-· : 17 4 max ~3319.142 3 3.965 1 -24.372 3 f8 -· ·'' -. · : · ·.. mi r.i:. '.)1···,;1\f9'.§a:f3~·9,, ··,. __ :-:f11t~/;; l.i':ff~1fi6i?r:V~'.\ -''.? \ '· ;3/f:P(~Pl~f.4~;&J2'g~':~t1 f .. '. tif'_,,_ · 19 5 max -3319.142 3 3.965 1 -32.496 3 ~tl · . ---~--., . ·mlh~· /'.. --~:ffft1ttr9'aJJ'a9i,?::'.:/';';1r;:1;t-; :~ -; ~::Je/iltl,/i-.. · :. ::@:·-'::,: it>;,~r§:@[a-0:sr-~,z r.:::;,1· .-:-- 21 BC2 1 max -6005.654 5 2.02 1 -32.496 3 ' 2:2~ A~::~ ~ ._ . ,:--__ ~mn+ ~: . -~ '~:;:~it.6~51ia\a1.1: ~:,/~ &:r~;1t~~-~_r} -~:t.,~~-~~i~ft8~}~}~ .\-·:·: :~ it,;{~f\t;;g~~{'.·:i~g~r~rQ}@:ID'S\~!i?;;,1i !, ! •,J1!/~?- 23 2 max -6005.654 5 2.02 1 -53.579 3 --2~ -.:. : : : : . -~-. ; ' · ·. · .-: ·' : >r.rfo:\\' ,.: :·:("\;if't62'518'.0r½Ji-;,·; }J:i~FJ; f{?'i'::J:rI~36'2X~:t; ,tl ~,?.:f~7~ ~;t,$t.~,~2~~?ffi'.~iY:fC: :'~":;1;-:f 25 3 max -6005.654 5 2.02 1 -68.255 5 :::· :.=::c-============================:::;::====================~~ [\\Server\server~d\dwr,s98&2:.:s\2010\2k10-40\RISA\JOIST 3.r2d] r~IS.,1.--~~n V:arsicr. 9.0.0 Page 1 ' '" . ~ . .-:::.~-. ·.·:--:. ~· ..... ~ .. ,. . ... .... • • •' : • .' • _. • I',• ~ •' • • ·.~ • • • <J.•• • .: • ,'<r,' ,-.• • •' ,;•v, •, • •• cor.np~rny:,· .-·; :_Prln;i~ s·fructt.~·ral-_En'gin~ers. Desi~ner :· prime4 · ~ Job ~limber : 2K10-40 •.• :i,::._, (,··. ".·-, ~. ~ . • • . p -•• ;:,· '-.I.' --. -... .,, ' .•, . . . , . .... -)' . --' ~ ;3"' ... 7 . ·-,j : .. . • . . -· . -,' . .... ·.:, .... _..:!..~J"t ( ·. ! ..... '·· -=:·.·-<: ...... :. -~· .. ..,: ... ·.·--·~ •• l ................ .,. -•• ~ ·,,-;,.,);.:}~ ·.,.};"° ... ): ··~:: .. JOIST 3 -·-· .. Etivelope Member Section· Force_s (Continued) 'i5s:. · ..... ··: '"' _-.... ,. : :<~ '. ; ·: ::: . _: .. : . ' .;·mhf:.;:: :: .;.~2'.$15fPi'.51~L4}~:-'.')!~1!)Df:?t;-%,'i-~32:9·(f' ;,;; i:_ '12;/,·;J ;"'. ~ '.':~@'fi?&88{;'(;? ;:/'·'1,::-~ . 59 5 max -9218.3'94 5 .325 1 -118.369 3 ,:,J:iei': ·· . :· .•. , -,: -\inih:· .· t _;_;;.M'ii:5'"k1f5·~(;\j f' :{1f,:': ;;-.;:;;:;;:;._:;:i329.;,,>? .: ::-3~-' .. _ -'. .~::: L'-!8'@'5\Y5'8~·-,,-. j .: . : i!.I ... -. 61 BC6 1 max -7109.765 5 -.387 3 -118.369 3 ·. 62'. · · : : -, J," ·.mln. • . .,..ib:W54~'889{'.f,;. ;;:,~?/L"t•'. ·_:_::;:i,;:~ii'9:.k":;-· ~ :".:J:&1 :?) "''\ :,,:J'l36'.5'.J5SB\ .. /' I'.;·, ;:::~.-~-- 63 2 max -7109.765 5 -.387 3 -113.72 3 . :e.f ·. . mifr: ?· ·. ~2'(D454-.'88'9~---::\,,;;-;1t~·,:::---.;·~~·:st1¾@;f_: ·:' ~--->;~_-,2':· ,c,{ ::: ,:;;311t~~©Ef>··.r-::_Af~{, .. 65 3 max -7109.765 5 -.387 3 -102.597 5 · l36.· -~. :-/:, ~ .. ,j~: · ~ , -,.~ :· --~-::'itffn~-.... \ f~ .~ ~~0~£~r;a~a~f.~:¼f ~r~~~1t:l1~ !l).\rtr~i1tfa9;1u:.:?~: :s~:~ :~~l2Jt~;~i ~~:?:~.i~i~f§*826~5;.~~; ~~lf1:i1t/:z· 67 4 max -7109.765 5 -.387 3 -85.434 5 73 -2 max· -:4980:975· 5 · -:669 5 -60.24 5 -·~·r-t4;.·:: -~·:· ~ .. /'• -~--ti:. : ':· . -. '.'h ~-' 1t :·•· .::::. :It<·: .. ;~~;-:~· i~~:imrn~: .~t f:.;;.; ·-:;1·S(~l@a-t~~f96lf·~:1~%;:~i,~~~f.i ~1?%.;[~1lg_8J§f(?f~~ ,1t:\1t\1f. t~~~1!J1~~i3~~~2~18f,tf-~~ ~t!<J~~;~_~( 75 3 max .:4980.975 5 -.669 5 -52.21 5 76:. ' .mrn .... --~-16004r49°6':··: ., ···:11t0: ':--· :"".,·"',··".-*M98'5f '· ,, :,,.;·--1 :·· .... ~. ·· ;:+fGJitifsf·. -:: <-r 1:,.. 77 4 max -4980.975 5 -.669 5 -44.179 5 78 ,. . min. :: '.-:, ;;,..f600~Jt49GJ{·:-:;,;;i_,.-.~r::.;;.::;:::::,<c-:~t~98'£ift .. :.,:, ;\ /1-, .. ' .. f.··;,, '?.i:8ij¥@\12?:':;'.('t:'°'.1:'. · :·.-_ 79 5 max -4980.975 5 -.669 5 -36.149 5 ~ ~~80i :0 ~ '. •• ::--··,'.~ f;-:-~I· .,n~>'}~, ,,·;:.ifi}~-~-'l~,--~ t:----,,{~' .~/ ... ~:; r' \r .. • ~tnihl' ~-~ :;:-}~~-~~"6004~J~~l31:H~ ~::r.:\1}1~~?--1~ ~~o/f;~)1.t1fft:gg5(~·HPJ~1!~{ 1~:;i~~~r$.,7 ~f :fl-,1(~~6QY~-n@~~¼••iZ~: !t!'k}1Yf't'·~.: 81 BC8 1 max · ,-2851.917 5 -.753 5 -36.149 5 85 . . 3 max -2851.917. 5 -.753 5 -18.074 5 87 4 max -2851.917 5 -. 753 5 -9.037 5 89 5 max -2851.917 5 -.153 5 O 1 91 M10 1 max O 1· O 1 0 1 93 2 max b 1 O 1 O 1 95 3 max ·o 1 o 1 o 1 fi96:~. ··. :-:~:J··;., ·,·:. :·-,:=~: ·:·\~,, ::_~~~~ ; ·t.~ 1~ .::_· : • -t~ :, ';:,: ··'rfliri~--: t i::_r ..... ~ ~-:_~~-~:'cl:_~.:~--:.4J'J;)ffilf~~\t ~!~~?:=t~S~tt:~fQ;·~\ft~~;~if,/(?1.1}~~~-t~ {iJ~l~S:t·}~f0~r~!-,:~-l1i½~fl~~.;:(}~flfi\f 97. 4 max .0 1 0 1 0 1 99 5 max 0 1 0 1 1 niih '1' '. !:,; 101 W1L. 1 max -2538. 762 5 0 1 0 1 1'02 min.:. :o . :r. .. 103 2 max -:2538. 762 5 0 1 0 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA \JOIST 3. r2d] Page2 ---- P , _,, f,,-, o-Jo R II\/! E Job: :u:±;.i_..:,:; ~ . Co~pany : Prime Structural Engineers Desigr;ier : prime4 -~ Job I\Jumber : 2K10-40 JOIST 3 ST,RlJ~lUgA~ sate: -ffk_ ENlt'i~rm sht .f£.!fl-Checked By: Envelope Member.Section Forces (Continued) Memh,.r c;:.,,.. Axialffbl LC Shearllbl LC Momentffb-inl LC '. 1:0'A· · . min. -·.::r943Bl23i{' --;~ ~::·,ij;, :Ii .. :::·::-:"'·.;I@-~t':·:·. ':j: :: : : .. -,:.:>r-.;,_0;,: -::'·. · ', ,. ··:·~l; 105 3 max -2538.762 5 0 1 O 1 .:1r0.tf. . ··~i • ·: ·-.:,rntrr-i ·. ·,. 1;9'AeBr2:amr~·;-·.t ~?-:·~r,; 1J ~~-:~~ ·· 1:::-~1:it:}7:-__ :~_ . ..-~-:·-. ::~~:t_l:_ . .r.::;r ·,'. ~.f'~ ·:.)~~ .::.: ~~fg~:-~\ ~ ·. ~:-· ·_: i~··:. ·tli::. 107 4 max -2538.762 5 0 1 O 1 ~.t0s· :;',~'-.--, · . ""Ymih:: '"· --}49;4-:fs~~~;t"1··::i--;:/1r'._>;~Jt:t: '{'."io.t :·,tr.>'.~·.11;-.;'.; ;:-··_,·:··:\':rt0f-:··:<.-.: :1t:~:-::11ur~ 109 5 max ~2538.762 5 O 1 O 1 1:10. m,h _.:~gaee;:isit ::. 1;:.f.1L,_, ::·:::::::::::J..0:::?; ·:: .' :: .-~;· · .:::.-.. '-'-:JD'. __ -:-·x ·,:.': '.~t·'.·; 111 W2L 1 max -205.076 3 O 1 o 1 11,2 · · mhi1:... ,,.a,1;5:sa111 · .1!! ::}11': .-~ :,,. ~-:: ~--.t,.:Qif .. :\:.{:-::.~:T':A;·/ :: .\'.;::L\Jt;f-:_·,;:;.:: _::: J. · ·-:fit··· 113 2 max -205.076 · 3 O 1 o 1 :.11'4' -mh'i' :.!$.f5~:55~f-.r\ ·' ~:-~fr·.~r:':":~'::~:y·j\@};r:~jt_?ff ·:i1':':':··1lfP·· .... ·F?©'f:;: :". .·-:, ·_:,::.f :-· 115 3 max -205.076 3 O 1 o 1 . ~tta. .. ·;: · mfh _._;.;-"~a:~i·5f6'1:fii1• • _-,:~:;·f_·,~t·:::·:; :, t:\:· .. jJ.0f:"C ... : :·_:; ·:_·,;i: ·: ·,;_~-· -':\4ft,_:'_•·: ,_. ·.·:·.~-, j,-_·;··. 117 4 max .;205. 076 3 o 1 o 1 :. ~1Ja· ·: ? .. ~.~ -. .-.. : . · _ . ? ·_ ~-·.~:: ·~<::"rTiihc< _.-·1 L .. -·: _~,:"."·a:1·;5._:5·ei~1t/ · .. :~ :, :>;1~l_;·.:J t.:\:·~~~t:11;:re~~r': -~·j::.; ~-:tf--\_.:; :.}~:~;~7, . ·.,;r101r:r~;:. · .. :·./ }_}\?-~:\ ,~' . 119 5 max -205.076 3 O 1 O 1 : ~1:20;: :· · ·. -~ ·· · ~-.~ ·.-' --~-.. -_ ·1~ -~,.--,.., v ~-7 ·-~------~.-:,,'_-·= ~.,]fllri: ;_~ :~ ~~. · .. ,--=_o:~:s::s~e1·:··;~:;:~ ,:~~ ~1~~~::: ~~~~tur;,;· :~:0A::·.·h·~~~-:~:.:·I-· ~-_. -~:r~~~--~· ~. -~ _·: :":?1r.o'.-":~~·: l .~:· ·.~---: ... \~1;.:~:\· 121 V1 1 max 963.4 1 0 1 0 1 _ 122 -min. · s1ft99t,:·: ., :'.i ;.::,,~s';'.::J i1·ft.::1tJtl@~r:t1t"::. .:11: ~-;_~t :::·: '>·.; ;_':.-\J:0f ::.;,:,,;'f:""t 1;1:Jd,};~,:., 123 2 max 963.4 1 o 1 o 1 ::1J!~f-: .. -·· '. ·_-,:: .. :r -·· :--~ ~ '\, , -· __ r :::;~·~mlh-· . ·. ~: :··. ·:::~5~9~719·-~r-~.:. :~.1../i !1~!i&~~ l~ti:~/.1~\W~f;~~;-;t ~! :_::~ ~:~F t~:J '.t~;:.-::··,:~t~1~t©Jtff!~~;~;?t I?:PZ!~t;·~~?1 125 3 max 963.4 1 O 1 O 1 .1:!t6:~ :· . r •• • ·: ,-~. '. -~:_ -. ~. _, ••• <', .. ~.~:'J .:~--:",,· ,. --~ ~ ,,~m-itl ~' :: ?t:··~· ~-:5g·~1s:9: _ _.t:~~·~~:·:.:r5Jt~i:1 ::\·::--··:~~~,:J©!}St#1f ~~::~:;, ;r~1J~~tl·;;~-~'.: ·~~-~{-i~~~~~~~:&@1, .. ::~tiiri ltl~~t~>::~;~ . 127 4 max 963.4 1 0 1 O 1 :.~-11:2·a,: t · · --~·· · · .--~~>?{.·:~: ,:3~i~-:\:;Iz1;.: :~ i? ... -~:::::: .= ·t;. I~~~:/r:f.irff-. ··: ?. \ ~J:·)~5-g}tss~t?.~~~~~ ijf~f5W~~·:1 &t;:~;~l?J1!t-~:0~!~t~r~:rt111?.J;~;\~fi~ Xi~~F~~~\j@t1~1~'F~{~tt~~1 ~~~~11:~;f~ 129 5 max 963.4 1 O 1 0 1 .. ~}s·e:):_ . · ~ ··~~ · · ~-,~··· . .,.:. ~ · ~ :-~\·: .~··:~-~/:~~ :·:: : ~ ·: , ; , · _j {~~~~:::m1r-1~·,<~ ~~\·: / :t59r~99i/-_'.7~£1~1 tf;)5:!~1J.ii r\~~t!i;:;1~~1~10~~iiJ1,.;·t~:~r ;;:::.\1:·i~~ ~ II:,:j~~1~0r;;;}t:;y,~~;~J~; ~it1mr~ 131 W3L 1 max 5855.38 1· O 1 O 1 133 2 max 5855.38 1 0 1 0 1 ·1'°34 · .-,, :. mih . :·: . : 1'.6·1:Er:la'32~:-.'7· ,\ :_"_?;-,3·1½t-1 ;:_::~'·'?}Jf{©P /.:/--_-; '.1~:{'.'i: _:: ::·:'·, t')~:\'1©C ~-'?,-\j ijif~"0i:,:: 135 3 max 5855.38 1 0 1 0 1 1,35 ., ::min:, :'. ;· · _ _._ :l6Wlf23·~,: · ·!. , :::3/S; }':'\:('.i}~~e;·;~~;-t\,::~:,J{6-::11'J:;~ :T/'. \W~0~:/1,')'.'_f;' :) > ,I1A \ 137 4 max 5855.38 1 0 1 O 1 .1:3'8 . ; 'J. . ~--··~-·: ,: • ,.:_:' , ~: ~ ··<~ : :-·~ , r ::~i"mTn~-· · :t'.~~~1:6i1l~ii23"2{:.if?1 l~~~ii3~~;;r.:~:ii?~~;S$i:.~}©lttt~ti\t\ ''f i~-~.~:~~?S:~~ tt~C!i~-\~ftt©i1t:i%:l1l/~' {.Sf{1{;~:~r 139 5 max 5855.38 1 0 1 0 1 . ~1:40: =~-.. ·:~:;:::· · \. _. :._ · .. : .~ ~ .·.-\;; t~: ·: ·, · -:;~/ --. ~i :·: :miht -: · ~-:·f:1n~6'd'ifi~212.ti11J1; t:Ji3J:4~ t;t~;~r;t~~t~~~©~i1::ir~~~\F~ ~/1.}n>,~m G"~·::~~:;·~t~\\W~~;:t11t:~f!~tr'. !i:)t11tf,.:~ 141 W4L 1 max -1864.674 5 0 1 0 1 143 2 max -1864.674 5 O 1 O 1 3 max -1864.674 5 O 1 O 1 147 4 max -1864.674 · 5 0 1 0 1 149 5 max -1864.674 5 O 1 o 1 151 W5L 1 max 4235.184 1 O 1 O 1 ~;\1~·52L. ~ ~ ~:,, ... -,, ~-.. ~~-·;:.:;~~. · ···>_:~':···,r. · ." ·> .. '• _•,; ·:·--.. ,-~~:·min·.· .. :: >·:_:•::rt66:;0~t!'G1·.~~-~ ~--~· .:2~:}':; f_~~~i::x'1rf~~:0%~ :~:~\f~~--l~ t·~q1·· ·a1:c:~~·: ··1s~!>O:<:-;"tt-ti;~,~-~ f~1:1t~:~: 153 2 max 4235.184 1 O 1 O 1 155 3 max 4235.184 1. O 1 O 1 157 4 max 4235.184 1 . O 1 o 1 159 5 max 4235.184 1 O 1 O 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 3. r2d] Page 3 rJ HI !\II t: Joo: ./..~';('.!{ STRUCTURAL Date:-~ Company : Prime Structural Engineers • Designer : prime4 ~f:SJM~sisht +~ ~ Job f\Jamber : 2K10-40 JOIST 3 Checked By: Envelope.Member Section Forces (Continued) MP-mber Sec Axialflbl LC Shearflbl LC Momentrlb-inl LC 161 V2 1 max 279.998 1 0 1 0 1 :· 1r5t· ·:-· · 1••• ,,_. • ' .<>rnir1c , ·.:: /:'!2.9't292~' / .i f:t5:f't·: >-.:·;:;:.X(:F_.~, :' ._. ;1,;:-,:,:·.j'."i.y;'· · :-.\::\'ii@;;.g;i~,-:-: 'i{ '.,1;: 163 2 max 279.998 1 O 1 O 1 t64 · mih.-.. · i-29:292:::_ · '·'.. ':s~::=:.: · ... : '.c. Jf · __ · : . . t. -: .,-,t · ::e-.-· · .1 . 165 ·3 max 279.998 1 o 1 O 1 1.13s , <rrlih:.: .:_ .-· ,~.,ra9:-2'.92tJ :: <-\1s:;:,-'-;·:·:t·;:_ :~-~·-101 . .-·: -i ,;-~,-: -r : ·1 ···.tr · . ·. ;r· 167 4 max 279.998 1 O 1 O 1 t6s-·r.fi-n:r ·. · · ,. A~:!;f2·g~F .. " ·.' ·"t51./!~' ::. ·:· ·~ "fo:: ,:.:. ·' · ·l:· · .. er ·_ · · -,~,: 169 5 max 279.998 1 0 1 0 1 .J;7tr ·· :m,fr·_·::-/--. i.~2e~·2~fft:-:t.>i5:~."-·??:':c;· .. -,~::-m~:'·7·>. ~-:.ir.-.·-1· · t\:\~ :,',,:·;·_:tGr·:r-:' ·:r: 171 W6L 1 max -1555.167 2 0 1 0 1 :-:i~;z, .. ,. . . ·. ·..tnih\-·;.. .,;3534/t,2:g; :;\::f~f, , ·:·:~. --::J0:' > · ·:·,: _·._:··t _;-~:. : .. .:. ···.i@f -.. :· :. t . 173 2 max -1555.167 2 0 1 0 1 tl4_;· . min· ·,_·. -35B~L729:·. ·;-._:.f':. '::. :. ·:·;'0;.. . . ··. :i. '' ,· ....... ~; . .:0?~\c·· 1-. 175 3 max -1555.167 2 O 1 O 1 to/6 n'iirt . .,;3'564;:729' :'. .,._· 1/ ·. :. . /th~-· ... :.: :1:: :t '\::.···_ ·,:.::-)tit,.::": ~-·;:l' 177 4 max . -1555.167 2 0 1 0 1 , ji:z,B:: : ! • •· ,·.~ _ :_: ·--~ 1'~: ~~: .:,. ~-• " ; _. ~ '. r '-_:~m1r.1 :~ --~~· ~; ~:~,, ,fas:a~r.:i2~9t:t:f -~~¥--?~~r:~~-~f :. '.i:~:,:/i{>t~,10t~:-~~ 1-~ :iJt ~-_~:I ~\~~:·:,it:~~--·:: l_i z: .. ~\ti .. -f J0;~::: .. ~ ~: -.,; . :~;§ :Ji:::~r: :._: 179 5 max .,.1555.167 2 0 1 0 1 -~ 1tif0·: ·. · ·; :-':'".~ -~''? :·' ,,,. · __ ;>·. < .. : , · '.:·lm,fo:· ·· .,_ .":,.,-3ss:.kJ29:,i: ,:'..:.':'.it,:~:-:1:.:::: ··2:,-.'¾·-If0,1t·.:.l;,,~.;1. :t:·J .. /.:h,,:;z::,.t:-;(!)l:_{('--"': ,..,," ,.:,:-1~0• .... 181 W7L 1 max 3157.109 1 O 1 O 1 :·~1!82:,:.: ~ '~ ~ .. '···-::·--: ~ :,: ."". ·,. ·.··· ,. <· ,~ '. ',-~· ~ ,·:· ~.~l. ?~:t, 'iniri~:. ',~ 1:··:··-::··~;1~45\1;.:zta1t~t:\} =;~~~2tY3 ::?~-:-~:~;:~1cr-~~:s~~:~=-~~-~:·~1 ;:~N~:;1;1!~~ ~~~~?;4r~,?fd%~~y4~:~:)~~:;.: .~:-~~~1f:~-::~~ 183 2 max 3157.109 1 · 0 1 O 1 ~-:~tsA-.{) ~ :: . ~(; : . '·h\~ .. --: : ~ ._?:f :;~\):_</'•" · t ·: •. ,; ,i: ':' > ~ ::~~ ,': ~:\~ifn'ihf :··~; t ··~ ·:)f,f!~·§ti~QifW~~-::·!fI ~f~2:s~;~r f ?1?~7i~~~iti0~~~1!'·}~? ~~~-~ t~;]Jf:t~J }(:f;t~t1it¾t0ff~1!½~~1~{; E~i~~S~) 185 3 max 3157.109 1 0 1 O 1 = 1·:aa,. ~--~ :;. : ~· ·-. ·:: :. ~;: :::,: ~:.-: · ~~:~;;;.:;,.:;~ ;·. :::.-· ..... ?.~r~ ~~,,, · · ~mrr1r ~-.· ~ ~·?)·~1'.~s:~~:~tt.;?:~~~;\ ·}rt2:~>~1t 1::.\;:/~~;~.,~~:01;;,.:1_-:J:J~~-.:/J ~t:~~rift1rt1i'.:./~t:ii01:;J;r~:~·.;rr) ;iU'tftr :~:: 187 4 max 3157.109 1 O 1 O 1 1s8 · · · · rmih ·_, <." ---1-,1ftHt.~~tt}iJ;~·.-:~.~,?:1;~::5j_t:-,'.\i·:\ ;CF;":.,: .·:· . .-:r ·,:(1., '-'.-:i''.:'-·-t?.-': '.tif''l:\'Ji'.':ZttH. 189 5 max 3157.1.09 1 0 1 O 1 -1·9·0 · : ,--1.rr1in·,::.·;:,i,,:/j14·5:11z1f7;,,-..;;t;1·:.10;1,i·"i. ', :.-:-:· ·:::0~?,. :· :, =-::·,;.if) c"},-Ii, }f ::_@iV .-,r.:I~'._., ::=::·:ift:.'~'.: 191 V3 1 max 291.983 1 O 1 O 1 : {92,1, ... ~ • _. •.. · '. ,, , _, .. · : .... · • ·.: ,:,,-_.., ;mni . '-:f,:,/ig§?'582Z1:}.;·::.,1~_::;;&;;1l· ,-:.:·:.·. :_';;¥_;;;0;:·;'~~:D:::: .. -~ ~-:".J:"X"+t:,f:'·_:/·'0''." :',.,_;:', '.,r",;·.~?Ef \. 193 2 max . 291.983 1 O 1 O 1 ·, 1i94, ... -: ~:--> · .. :~-.. ~~~ : : .:::~F_:; --~ , ~:;. -. __ .-, ··~~-· ; ;.:., liili'rii\;j t_:·_ ~-: . ,,{95\~682t:;/;f] ~~~1;5:::~13~~ !~~f~i~tihf}~lCJ'~:t1,~%:~ i-~~{<\ t~.':}~f \-~ J ;,~t:·~>. ~;:-~~10~#:.ttfft!i; i:9}1f 1;1 i 195 3 max 291.983 1 O 1 o 1 :j~ga:. '. ,·· ;/' ..... ~.n:. ' ~ l~··;·-. ~-!.~ 4\:i r-) ·_f:i··t· -·~ ,: :~ ·~.1; -l l; in1h1,"·P,_~;"r·..,:-:.' 95{582 j '1\:;::J 1·'l:0{}5':~ J;{ Bf½i~·11r,~:);0{· . ./ ,J,>) i:4 g!::;,s~\~) L -:,_ .. ~~_trf<troi~;(I~f~rl<i;\ .. j~-c'\:~11:;-~~\·; 197 4 max 291.983 1 O 1 o 1 f~·~1~£ia:.: !~\ (. ; ... : .. ·.:-{~.·-·; ··.,, J ·::, -... 1;~'{.,~ I:.'! ti •. .-._ ,?; , --~ ! i\'.''·1iTi'lln"1·· :.: . 0'":. :. ·~·95\15'82~ ... ~ t '{ :~Tq.:;i~d(~{,; :-}~'.! ·;i;S:4~~b\~~v~·.:;r}1~•::; ·~~,:.i,zi~~f·1~J: i'~:=.~;~-;~~f~.!~@J~":,·f:i.~: ~-··_ ~-~ .,.r~·-';-1. 'h,~~~ 199 5 max 291.983 1 o 1 o 1 20'0 ::.,:.min-·:,·: · . .:95?-'582., .'.\ '.~i':':5f'.:,L: ,: .'.~<:;·to:=:<? ... '-:~ ·:,-1i~''':~::;:·:-",:;,:;c:'.J0'.~:\:.~, .: .:. 'i:0 -f ::: 201 W8L 1 max -995.135 2 O 1 o 1 ,::t02. : -· •: :.·. rriia·,.; ; ~ :: .. 5 ... "1:~.is.1~;0·3·5:,;.::-\;, ::;; -:;.:1:&·<1 Y ;:<;:~:-.::..:::Gr.:: : .. ::.rt;t i::,';f :-:;t: ,;;; .:.~\' ;;r{:0rs1;/-:t : ~J ·, ::,:.:::1ff/:i 203 2 max -995.135 2 · o 1 o 1 S2b'A~~; ~-· ·.: · ~ ~· ,_: .. ·. · ~ ·. -~ .. ~,g~~·~;; .. · -~.: · · :· · .~,,. ~. · : ~-·.: ·:-rtl1 ii:;.~-~~ ~"\f. ~..;o'.!1:957~036!~-.;;;. ·,; ~y~~~ ~~~~ r~;rt./.~~~-::::;-;-S~0~[-:';~: ~· ~· _-i;~ (:.: _:~~~ .,:.?~f. (~·~, ~ ~)~-,~~'.~:©f~f~?=-:'-;: ~h~ki 1~~:·~~~~ii{= 205 3 max .:995.135 2 O 1 o 1 207 4 max -995.135 2 O 1 o 1 209 5 max -995.135 2 0 1 O 1 211 W9L 1 max 1049.929 2 O 1 O 1 213 2 max · 1049.929 2 O 1 O 1 3 max 1049.929 2 O 1 0 1 .. ,:;•,: 217 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA \JOIST 3. r2d] Page4 ··-~ Company Prime Structural Engineers • Designer . prime4 ~Ki Mt: Joo: .14' w~!fU STRUCTURAL Date:4- ~i_mw~$lsht: ~& > Job l'J'umber : 2K10-40 JOIST 3 Checked By: Envelope Member Section Forces (Continued) Member S0 " Axialrfbl LC Shearlfbl LC M lb-inl LC /2-ttf::· ... r:nfn·, ·M90%f68Y .. ·:.J ~~-,;13~:r\~:,: · · ·,:: . .-·!@/:···:·_,-.. · :-·r.;:-:r:::: .?'?'. :-} ·: .. _· ':< :n: -- 219 5 max 1049.929 2 0 1 0 1 :220: -· :ml'r-i _ -~.;:HJ0:·Js'ai-::i .. '<.'._Ys':: .-.::·'.:,·::-" •·· fi@: ... · · --:·,.1, _·:'...':,:. :::,,,.,,-.-~'~i0r~:··.·,:r:-.,· :.it::ir . 221 V4 1 max 434.668 1 O 1 O 1 222 .min. 200:9at J •• -,5;; ·.: '• ,-; •', ·ro\' . ". \~ ··.f ~1·;:')•\:·:i\0t·· :• :~. '~-.,:it : 223 2 max 434.668, 1 0 1 O 1 -,224_ :min .. ..,,2oms"4.t __ .::_.>~::J5L_u ·.-:··::·.::--,/0;:-·: ·· :· ... ·.:,.·::1:t,;!? ~---,"_· t0": :,. ,::·-:-·,f .. · 225 3 max 434.668 1 O 1 O 1 ·:;225·:',;; .... -· ... -, ·. ·. :. :::;m,ht.· :·:·_:_,·-::.2·0~\94:m?Y:~::1)~:·:·:1,e:;;'.i/.,_'1-::.~!2:ft0r ,.:~:Y.:;_.;;?~1r;~i,1:~~r::~t:;0L,::: :_,~·.;?,··:;; ::_:1r. ··: 227 4 max 434.668 1 O 1 O 1 --~2i:f · -inif+" · ·:20'0%Iwt::· .. -.··"&-:\·::_-_ .. )? '-~tiv-_, .. , ... ·J ·/1 _· .t<:J.:01<·-·\ · ·, :,:--:f:: 229 5 max 434.668 1 o 1 o 1 .2:3·0 ;f.nifa.. J[b:tt9:47.. : .,.:,~, )5' i: -.: ;{D ,,1· . ,.: · ·@)-. 't 231 W10L 1 max 619.075 3 o 1 o 1 :~ta2 ,. :nih;. :'· .: .. ~943reoa ::·;\._:.;t_\::':t: .:;::1;ok.~-.-:: .. _.;··'.;,,:·1r'j :_,_::::-:::: ::·~_-:,:ct:.:-:::·,:r•-'.·-.1 233 2 max 619.075 3 o 1 o 1 . 23~ -r~~~ • ~ffifri::· ~ ~~: :~·-~:~~@~ifa1~)tr©~f _··:}:: ~,:,?@:tr:/ r ~~-.~~1~-~~~'f0) --:1: ~~:,?:t·~ ~~~~~ai tfJ) }~~/~ts~tlt0f},!~~]~:;;:},~~ ~t-;:~~s:;~t - 235 3 max 619.075 3 O 1 O 1 ,_-236;_: ,~ ·-·. ":· ~--~~--. -~-~--< _::·._-:::·~ :,: ~:r·-.---~ · :. ·--. :i}~ r.ffjr.{1\ ~\\(~-~..4.943\;gQ~t}i~t~ F:};Q~:_t;-,~ ~::~~0;t;:,·f~;t0!~tf~:!~¥~;,{i-~i ~tlJT4~ ,f{J :t~~~-}~t:~{¥@1(~~JlJJ:/f;:¥~\~~1~}.}~~ [J~~~ t:·_ :t. :;:;;,f (2,::1vt~::::~t 'i:Ji'i~ '.:.\:' t-,,,:':i\: \Jffiiffi,·i} \::;0'k~i~~i~t113t1~1:g,1~~1~rt\.ft'.J 51f:~'\~}:f1lj }~i;~)~!?.w8~111~~11.~i ~~~x~r:;.t 239 5 max 619.075 3 O 1 O 1 :_24,d: -::: -,~ -~·. _· · ~. -:-.·4 •• ~~~:·~ ~>': .. : ~;.~--~~ :::,-·-··· --· _~ ~-~'-~-~min_ . Vi' ~ "·~;9~J7goat\,:,~·~-~: ~~;;t~t~:1;,,; .~t,~::::r::x:ttf :~i:r_--; ,~--.~~~ ;-·~\-;,:~:~-;~· :·.:~~~-:_:~:.::·--¾e:~~:~l~:~·:j·::·~ ;~::~~~,"-_;~_.{ 241 W10R 1 · max 691.392 2 0 1 0 1 '."24}2:. . ........ :r:-,~ --, . . · . .-rnh:t _. 1 '· :·_ ,~sW4\:&s~,.-' ·-:· ·.,.::0. ;s-,:--.~.-; ": '. ~~:;;:·;' .. <!0r::,r .. : · : <:-~~! ! .:; :. ;_:}:;· __ ·t :. r.0}'.'.t<'Ut\1 F·r1:t:· - 243 2 max 691.392 2 O 1 O 1 . 244 · · .. : : imr f.i, · :::> \:Ja·1-14';-53~(:·:: £ii\@'.,;,; ),l::-i1£-t,,r~0;;j '-~-':.;'. \i\:?a; ;:;:.Y:t-i.{F~;;;:0t> ;;-:. ·:.-r}i r::,;t .... . 245 3 max 691.392 2 0 1 0 1 ,246.--· -, .. :min. · · :·:. ·.;s\114'ma~i;_,_ ~:;_:_~·i3_,;:t-., -.,: I·::\.z;~ti\, .•. ;-.. · '.;,~r-',.;;1;:{¾1~'~:.,;\;tf£iZl!@:r ,,,:,./· i i1::;;1L'. 247 4 max 691.392 2 0 1 0 1 .. 24a\-~ ~-~"~r ~{ ~ -_~ ,;-~->·J-· : ·, ·.: -,~··:r.iiiht'/ :.:.-.·.;~~E{tt'A'f53t4f;·\t:~-3iitisi;;fff;;~~t\:{7flti:t0~.~;r·J~~~1ft~;~f~tit~11ttrft~1f~il©ii»!~£~i~t1~r~;.1~·11r} 249 5 max 691.392 2 o 1 0 1 ('2~50:f; :}:-~~; _;,.-~ _.,.~t~~:~ ::i /\ ~.i·:::-~~ . ; :.:.:: -.J : . · .. :. ,:.-~."~-~~-} {~ ,frilifif:·~-! f r{::i~;&f4J5a~i.f./t~~ ~ith~~s~~~,;! t~1~1~ftit~i0~~t1~~1t~~ ~~.~11~~f€fm ~Jf~J~ii~©)it~~<iI:?1~r1 ~l1i1fo~::1 251 V5 1 max . 230. 727 1 0 1 0 1 253 2 max 230.727 1 O 1 0 1 255 3 max 230.727 1 0 1 0 1 4 max 230.727 1 0 1 0 1 259 5 max 230.727 1 o 1 0 1 ·:260:· '., ... : ,·;::._' :·_:::' ·;,. 261 W9R 1 max 2068.433 2 0 1 0 1 ;:2e2:: -:::: -, .. ~ t:lt!1~~: "r=\:rr~./':,;. ~:~_~:.~~ ~; :~~ ;~_::~~,:~:-~; .? • \:t: ~;:~rrtirliiJ if;?~~·1:y53~~~-ar1c.i1 ~rtta~tv::t i~t~t~;KJr;:~~tO\,:,~-/};~:t~;;;;~! ~1=;;!~£~':j~} ~?Jfiii~ro~11~~¥.f:~».H ~Yi~:::~ir{~~ 263 2 max 2068.433 2 0 1 0 1 [:264i. : ___ . , ;\ -··._·t~.,~~~-~ .. , ... _,·-=-··r;._ ·;.---,~ .·i=.~:-1 ~::::" , .. __ i. --":·mtnl~·: ! .:-~· •• ·.~~:o&a·"S'A~f2·1r:·" ·:it";~§;v~,·.~ ?'1~~;-:;rr::ro~:-~1:;~=-?;-,·; r-~~~1·11:~ff ~t·:l·~1fr:f:t:fltc:h1:&::t, ~· .. ~~·1·1~,I~-·; 265 267 ;268 · 269 271 273 W8R RISA-2D Version 9.0.0 3 max 2068.433 2 O 1 O 1 4 max 2068.433 2 O 1 O 1 5 max 206i3:433 2 0 1 o 1 1 max -1214.145 3 O 1 O 1 2 max -1214.145. 3 0 1 o 1 [\\Server\server-d\dwgs$9&2ks\2010\2K10-40\RISA\JOIST 3.r2d] Page 5 ;. Company Prime Structural Engineers • Designer . prime4 PR. I M E Job: ~~ SiRUCTURAL Date: _TuQ... EtfflEj~W3ht: -f.f:!£1 ~ Job l'J(imber : 2K10-40 . JOIST3 Checked By: Envelope Member Section Forces (Continued) mbAr llvialflbl LC Shearflbl. Lr. Momentrlb-inl LC g .. ,. 275 -1214.145 3 0 1 0 1 276 .,264f:3A96· . ' . J: .'.· ... l:L . . >' . ·1, :t?.. . . . ' ,-(!f· . j . 3 max mi'n. 277 -1214.145 3 0 1 0 1 278. )2'64!3tff:§sr :;: . · :1c:v, .. ::-.:.'.-·:; 10:·_.: . >\? i ~'. · J: : ,:1:.: : .:.:, "A@:.--.:::·_ · -.-. , ~ t. 4 max min- 279 -1214.145 3 0 1 0 1 :280· · ;; ,. · -.:~ts4a,;::t95~-f:,r}:.1~~::'j?\\}:;?t1ot"':·:.::;::)'.t ·1 ''?!:·' ~ .r :er ;·.z. ;_'_ '~;:~"~t . 5 max :min.-.. 281 V4R 456.959 1 O 1 0 1 :2sz ·· · .. 1mih. ,. --.23~27:1(:·~,: "'''\51'··:.·/:··:-::~"· .. :f(!J'-: .. ,_·_ ·.,.,:::·j· '-'·::·, .. __ ::-:,,,;:,_0p,,;-::: ·. L:/0{K; ': 1 max 283 2 max 456.959 1 O 1 O 1 '.r~2'8~f-' ~ •, ' ' ~_ ... 1 # ~ ' ·~-_· -: ': ·, '. ·:-ri1ih~:' -. ' . . :~!23;:2~7:i't~~-~::., ;,.:tJ i~i .i§:~'.~;~~.: ~t?;.~ ~:'/l:?iJ0f?~·-_-=.:~~ :; ·:·~-~~-zni .1-',} f,\} ~~; ~~~?tlit>~t :·;_-,~, ·;~~~~·:c; :-J·i~-~{-:, \ :; 285 3 max 456.959 1 0 1 0 1 2·at3 · -mrn--· · 23~2ii-s:.· iS-. ... ~;--· ··.<tr --f~:. · _· :11--: ... --.... ,·0· 11, .. · 287 4 max 456.959 1 0 1 0 1 2'8'8 miA 2-3,21'$ . '.'/&. ,'. · · ·. (j': '1 ; . ·0: 1. 289 5 max 456.959 1 0 1 0 1 290-_ ,i:nih. ·· t:.: c_ '2:3?2lt3:~-~\; ~:::: ,£6'1!J:>?:~/.-.i'".i)i1fa: ;·s> :i-~_.-:i:: 1f-f·H-_,_,: ·_:}Jb\:,· ... }'-:,:'-'.}:;;-:r.: .. 291 W7R 1 max 3266.532 1 O 1 0 1 : ~i9'2 :}. ;, , ~ '', • ,:: ;~ I~ "i } : • '. :,~;-i iiilln·r~::', ~<~ ~ :_ :]ft~-1ir0ilo:t,t~r,: ~1~~3\~?i;; ~;t~f)l:f:~;~!?'.@i:~t~~~;f?.J( f;~~a~,11~fJ~Ja.~iri{f©l~~¥)~0f:~}'f k]llfff~<.j 293 2 max 3266.532 1 0 1 0 1 :;294 -. --· , ·. . .. -.. : ' _. -· . :.~-. :fRih-. .. ·: .. : :):~~1~~l1!4~10~f6i::.1:·~-'j :~;~~tait~ f?i?"ft1({0"f;~f.~t;}t:J] ~~ _-. ~tt(f~? f {·;::(~:,€f?,{07.t~~:J{tf:t~ t~t:1~(Z 295 3 max 3266.532 1 · 0 1 O 1 ·~296i~ :· .. -_.,:.~ :~ ' ,-,: · · ~ ~ -~ -~ _:; ,. ·-~ ·: -_ ~ ~ ~-·:·_/ ;:/1A11hf~c:· 1;;:; :±:: .. ttt4]-f4}0'A6??:~~f {iitf3t]iit: i~;Is~~1f~}J02\:i~ii~fit~~t [~~11:.~f:}I~t~i~tT~t10J~ttti}t0\~ t~\?~11t~{ 297 . 4 max 3266.532 1 O 1 O 1 :;2fiEt: --.. :<r.:·:: .. _::~:-. ;:_.t:~£ (?:~~::-,~~,1.·.~:~·i ~I._= ::-·-~: .··:1 ··~,:-ifi·;r:,_'1 :~ ~·~-:-,:t;1!4;f4iCl~fe~~\:2·::}:t;J;JJ1i/J ?jt:1rti-~{f0fE:\!fl9;£f~~~:1t:~r~r.{.t;;:i~~r.:l;~~;1~01};~:~~:~f:? ;~~~:1t.\::·2 299 5 . max 3266.532 1 O 1 O 1 .:'.at1Ei:. '<', -, ·,; ·:·, · --_ : _. :_ ~ mlh· _;~!411:tt04a~~::·7:?i :\;¼a::r~~ ?:~:;~'\:~1:.01r:s~::r1J ~ft~h?1 ?:: <-'ttJEF. i :":. ·:··;: , \if.,_ · 301 W6R 1 max -1541.169 3 0 1 0 1 . -3tf2 · · ·. min. -37:t:m.:45L:.-~;~e,;~~i: i:~? .,;-;;,>·:;,,,@/ . .-:JT .. ·; J:>l -.t .. '.·}, ·:/.1;,.,;.©}':._· . .' .. · / ,. \if0 :-•• 303 2 max -1541.169 3 0 1 0 1 : ·304_ · . _ ·,. ··~ . ·, ·,: ~ .. Jtffn·~ ~ 1:· :;·.~~1~a1~:ttf:~r5t/f; ~~f-'ftr~!·C-~ /t}tf{~{\~~©lt::~t1¥l~-:: il ft1:12.;;~ i~l~·,::~;~:~}~ff@I©t~tl\~~.r~\~ ?~~)b1~;:::~1J 305 3 max -1541.169 3 0 1 0 1 3t)a·.-! ···; ~ . . ·• :~ ~ ... hiih: · < :i ... ~~::~~~~3tt~b't~ij~§fJi{~ i~~:~11t!~~] r.:r}~~J~f-\:-;;@·r;.J¾tf} ;4t f~{{tJ~\1 /]~j~t~,i:iti~~~:~~-2~~\j ~i~rJf} ~-; ;-. 307 4 max -1541.169 3 O 1 O 1 : ·sos!.· .. · .. : : ::j . -~~ -; :-.~ .: ~;: ,~1:;._ • • · • • ·,.. ·:,. i1\•.:~rrl,ra~ , .. ,. i:: ~ ·,,._ ~.f'3ft~1~7.'!4i5{~-.-:~1·; ,:·~~~~tvi :}~ Z1\~~;~~::-K0.:.t>..-fCT: .. \:-1:_'~~~ f!·f'4-1:. ~ :4 ~-;'~,-, :-~tt\7!~!-~0t~~1 :,:.1k7?i'.~ ~.'!:]fr...,~~~ 309 5 max -1541.169 3 O 1 o 1 ~~"3·10.\. ~-. _ ~ ~-~,_.: · · -.. ~,·~r 't::..-! ·,~_~·/ •. ·:~~:"f:.t ,.~::_-_--.~·: :=· , , -_ ~'r~Jrttrrfr·7~ ~:-::·:~~ 1ratjttl.(fs~t\::-·J ;:~pjfi~~:11 t~1~~~y;1&J@~;:2;.t~7~:}~;s t_t:,t~r~r:7 ~;1::~~t1~t~tJ.j;:~~:i~·'7tfr~:~~ ;11~~\;::~:~ 311 V3R 1 max 347.839 1 O 1 O 1 '.~3·~12: . :: r.,-' ; .. , -' -·;rrtir.l '· .... ·:·~: \ ·.,,J28':}58~~~;-_· ::~\ r-~?5~?~~;, ~:~~}~:: .}i~f-:;(J :·. t ·:·~~-~~--:11~: ?.-:-I~~h: ·· ii ;.;t~~~\tti}t~~~rt/:'~: ~I·. ~:i; :;i:i}~f-.. ~ 313 2 max 347.839 1 o 1 o 1 ('314. '-.. min··,· · . ':·:;2's·~a:1\:c: .i,;~-~5~-:·::;,t~<"?:-?ot:.;{"··<:-_' i-t' ·:·.,:,,-// 1.}"\'--'.0\P :_-;o:-,::/;. r..;:··1L• - 315 3 max 347.839 1 o 1 O 1 ·:a.ta·· · · ~ · ·· A ·:· ~ ,._~ ;· -_ ., 1· · · · ----. :·:>-:min. · ~, . : · ~ ··_ :)2a~58~t.-~~fl~~:-H }t::§~s:-i~ r~-l~t1~;£a.1:1:v:.~ft2\1~u t~~~t~t-:f~, ~j,ri~i~;~m11;;l/;t~~t; ~ct{1~~;r.i 317 4 max 347.839 1 O 1 O 1 318 · -._. . '; . · ., --. : ... . :·: ~:.r:nf rt , ·_ : .... , ·. ·{,~2 8\;5·s~t:::i .<·~.~; ~~;:,~5.~y'.f::~ f: ·;:f ;i1~~:~~}i©12i0rr.t~>i~~~~; 'i~~;~i1 JJ~~~ tf~~:~!f!~!£0.tt;,f~;t:;(~~ \~·tt¾1~!-Jf 319 5 max 347.839. 1 o 1 O · 1 ~ 3,20-. , ., , ·. ··_ · ,. : ~-~· ~~rhih',::~--~ ::. : --~-~2a~:5aa~f:·~~~~::,:J }~\::{ ~~:,i.:::~.~~J1t~f@~1~~";r·~t. ·:~i: 4\.\~~( fh~~ ~:~~r~<f~M·©Jr¼itiJ~,S~i·~ .,:~r~~1~L_;) A 321 W5R 1 max 4418.962 1 o 1 O 1 f822X: :. //~-~ .. :· .~;;:::\·f~:·~~;-~~i/ :.:·r:·:'· .i..-(~ ~~-j~ • • ·~ ::·- 1 : :-~:~:tfliff~i-~ :-.~:t:J~B'9()~!1669J~J:~ ~~,[;5;~~t1 f~:,!?~~:5~f©l}~l~f;;;~i}~~ J/i~t::l~~ ~·tf~~Tui,l0t?ii¾ffJ:~~~~f r:{i~;f.Jt~ 323 :-:3i4·, 327 328 329 330 331 I"''•, W4R RISA-2D Version 9.0.0 ,-_., 2 .max 4418.962 1 O 1 O 1 3 max 4418.962 1 0 1 0 1 4 max 4418.962 1 0 1 O 1 5 max 4418.962 1 O 1 O 1 ,t;. ·,, 1 max -1650.452. 5 0 1 0 1 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 3. r2dJ Page6 Company : Prime Structural Engineers ~ Designer : prime4 PRIME Job: fill'l-.:{'.D STRUCTUR,4L oate:4 E~:~t~~1~,t -f.c.-vf< J, Job Number: 2K10-40 . . JOIST3 Checked By: __ Envelope Member Section Forces (Continued). Member ~AC Avialflbl LC Shearflbl LC Momentrlb-inl LC '.:362'' '-" \·" .. '. ' :: ·:';:·~· ··:· \::;.~ :s:·;•;; : --,: ,;-~ : ~-::,'-~\m'f rlT ·: / ((.f473·g'i?,9f5t;;".;-Wc.;!ft\'--:.';. j;'f,qY~f)'(j;"T:';_"':' .. ? C 'tf-</ · ''''_../:'("'·\':{jf ,, . :·,, ~-·; .' · -~-~:-.. 333 2 max -1650.452 5 O 1 O 1 334 :min,· ~4i38'/9'.-if5 .-.. : ~t/ --· -· -;-::.:·,o; ~ .. -:· -'1" -. '.i!l. : . ,:. ~{ ·: - 335 3 max -1650.452 5 O 1 O 1 336 ·rliTn -~'Ai7M;a1:s~ -·<;-::ff!:·:~_,: 1--.:f:·10:·: ·.::: ':, A'-1':·._/·,,·-·: . 'El':: "':";-:\::t~r: ,-: .. 337 4 max -1650.452 5 O 1 O 1 ·:"saa. . . • _ ·::rnln·:_.; :·----· --~~:rt3aJ9~1s:;.,:-\w.i11r~·t~:i::-(Ji:;.5J~~~:tilt':-', i?ntft~t}·· -_ ·. :tt : :: -·'.. -,:-:t\jft:~. 339 5 max -1650.452 5 O 1 0 1 ·:s~0 :· -_, mih·. · · · ·: ..:4tm~t915t> ?:.-~~1; •. J ·~·t ·:;:•~,~~er·;_;::::: .. · ·!, ·. :,~,-.:.\ti\:~ · · ,.-:: _.-:0. · ; · :·: .-{ :_:;·;~;,,-': -- 341 V2R 1 max 247.945 1 o 1 O 1 .342:1 ·,rnfrr ·-st:J'i.9'l" .,;:·:st(?:'"'.'::?:--}o'.;· •\:·:1::"_-::· :'~t·. .'t 343 2 max 247.945 1 O 1 O 1 :@4k1 • ··:Jnfr:i·., -~att"9t:·:_.,.:_.'5'o'::: ·---_ .. ::i0·-·c 1:.: ·.: ·.JiJ;_. :(1 345 3 max 247,945 1 O 1 O 1 345·< min, . -::3°t:J;9ri. ;. ;;":,;5~:-'iL;_.:_, __ ," .. ,-~©'--.· . .'·:,_· .4,:~;::.:.;, _ _-, :,lL :-:;1: 347 4 max 247.945 1 0 1 O 1 34s mfri:~ , _, .. · ·:.;3'.(ih9~1c·.;.:.:~·-,~ ,:,· ~~5l:t'.flh~·,:t~'.:I%~oi-c.:~;;~,~ .Y-:~,~':1, . .,,,'. ,·. ,··':;:·:~';i r:0\:.t: ~-;'' -;,: .. t::' .. 349 5 max 247.945 1 O 1 0 1 '350: _-,· :·"? ,:·,·~~ i ·~·.~,~:_-~· ; .. ~··.· :\:imrn,-,.,,;· r;;~·,. ·;~~_,-~G3'Q\~f'11r"""·';'''1~:-, :,(i1)~1?''?·:~ t};'.·Z~.·r ... '~i..;r,t.l~Q;;wJ:f'/~--n--~ .. ~·5:;1;-:i.i:[r::: .. ·,_-_~71\,."Z©~~T:;,?-. .:;· ;:~:2,-:.-.~· .... 41,;,--· I/ 351 W3R 1 max 5705.712 1 0 1 0 1 .-.:352~! . ~};_:·~~:.~·-::; :i :~=~·:-,:t:.·; ~·~1 i~~--· ~-. :~l;(:~~ ::t~~ITifhif~:· r··:/~~1:68t;t29i~~~f~~ ~;:!~:6~t~B ~Jf1~;~~~ib?~~;{t~~~~i ~i.\f~1f~:~ t:t:~?J\~~S©~~~~t(~~f:~!t~~~t~l*1~~~1:; 353 2 max 5705,712 1 O 1 O 1 03si.-·:: __ ·-~---.· .. ~-. · ··,-;: .. -·.:: ·:;:l~-:~t.~~st· ;:~-F,'f:;~~ ,: .. ~:--~_.:r,;~~ ~min~,t~ f·:-~: -~·d:a~a1-1~tsi.\\~ ii{~5~~~ r::t)1~~t~;i0t/:;~;{~f~JiJ; ~~:f~~~~t~ [~~1~~~~r\~~-XEti~! ~::\r~~~:~ ;;:._--j1r :! .-~- 355 3 max 5705.712 1 0 1 0 1 ~355:: ~~:·:.,--::::·:_:·_:-:·?:,.<{Jk· -~: :·~.:-\f1:e· ~.-·.c;t ~ f .~ ~_.: , · ~ ;j??frilfnt~f.!.~, 1~fr?~JtJ3S7tfl291:~t:~: ::;~f§~·{f~~ i~~~\~~-i'.}J0,r;:!~r:~t~~-:1! ft ?~f\i~\~ ~ij~-t ~~:~,;~~f@;~?~\~(',/}~/ L ~-.;i1}.~;.f, 357 359 360 361 -.362 363 V1R '·· !~~. \' ' •, 4 max ':fni'r:\ 5 max min. 1 max 2 max 5705.712 1 0 1 0 1 5705_712 1 o· 1 o 647.184 1 0 1 0 1 647.184 1 0 1 0 1 1~a6'A~:J :~~_::_ -~-_,.-;: :.:_· :~ t\ .': F:1:.---~--:·:-~:;:·.-~ .. _ -:~, ·_::--:-. ~_: . ·; ~:~ : 1• -~ ·.;r,n1 n .-~ ·:..1;~::.-:·1.:~2·a~~5a2~~:.;;½:{~ ;f\It§;t~i; ::~~~l1i<~~;01t;;~::~:~71;.~ ~~~.~{j~j ii ~~~~~;i~;.t~~~~ 10}~ _. ~k--~;.:::1~i1 ~~~~~~--~·~ 365 . 3 max 64 7 .184 1 0 1 O 1 ~;_35·5~; · ·. ~· ... ·;-·-: :/ -~> ,_· ;. _\~~ ::-·· : ·. '. . : .. _.~ .. :: -,-: :·:::-rrirtr:·-: ,, r~ · : .. _··;~28r!53{2!:i;:.~1¥)~i :/~lt:5t:l)f f?tti~~t&~;~~t0rl~~-~;~:~\E; ~.i~1i:2-~§:\ i~~~;~~~:i:\ti'C~~;[~~i :<,1~;) ~llJ~fJ.~:~ 367 4 max 64 7 .184 1 O 1 o 1 . ,·· . ,,,: .. ·.:.·:-,' 369 5 max 647.184 1 o 1 o 1 371 W2R. 1 max -2180.843 5 o 1 o 1 373 2 max -2180.843 5 O 1 o 1 '374 375 3 max -2180.843 5 O 1 o 1 ;~3f716:: :··~ ' :~·--. ' .· ... ~ ~ .. ·• ~ ·.:~ .. : ·-··\;,' ~·:: -.:,:: · .. ,_ .. <~ .. ~. -~ ·rrn1n1-~I( "'~",: :;:':84GV \8\1{11; ')-SI 2;~ .. ;&f~~~j} ~J~&.t:l.r:.;0~>·1f~ ",'i;,-:,,.1)(,;·~~1./.:.,\ 1.}r _Ji;:-~}10?.l_\-·~ :-·Jf½~ ~+. ... •1!(_.-~~ 377 4 max -2180.843. 5 O 1 O 1 :-~sxt,~t! · · · -.· .. -·.·, ·-· · ::~,.~ ... ,., ... -.:-r::_~ !1-,~::~:"~ )· ·· ...... _ ·· · :E~ :· F~mfn~· ( .. :~~;.ir.·aa:fi1=s~14;x~-~~~ 12,~11·--=~2~ ~-~~?P:~-~:;.:~·:~cv~~~:-. ·· ~.~.---~: ~:.. ;_,~-; .. :4.::;?;n--: =-~·;,;~·:?:~~;. :.~re;:v~~:~~:}\•~~ :~&~%~~~:; 379 381 ·-:382'. · - 383 384 385 ·-3$6 TC1 .• .. ~ ,'--' : . ·· .. 5 max -2180.843 5 O 1 o 1 1 max 4275 4 0 · .,.· ·!,.,. ·min: ~" 2 max 4275 4 0 5 9 1 min 3 max 4275 4 0 5 36 1 · ... :min,_· 387 4 . max · 4275 4 o I 5 81 1 RISA-2O Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 3.r2d] Page 7 J-~ Company : Prime Structural Engineers • > Desig~er : prime4 Job f'Jumber: 2K10-40 JOIST 3 Envelope Member Section Forces (Continued) PR I ME Job: 4¥4i:.:t0 ~TRUCTU~A~ Date: _4/,2_ ~~~t0sht: -t& Checked By: M<>niber ~Ar. Avialrlbl LC Sh<>,,rrlbl LC Momentrlb-inl LC 389 5 max 4275 4 O 5 144 1 :·39.0 · .1 ··mirf ·, .... ~ ·<01 :··:: .· .. -:.;>.'f·'·_·.i,:· :~< tl~7~~f::~ '~ .::~'.<;;°-J1>:::t __ y·:.,ioi/.: · .:/-: :,-':tSr 391 TC2 1 max 8083.516 4 _ 578.527 1 144 1 , 3'92 mlh . ·211"1t2~:4:W5:-;,· :·:.:l _T:5;::-:.,: :,<·, ~:]Ts'i311~ratr;; .. : . , .~"£ ::s ;-t~' ~--: _.. :-?~;-:,ici)I': ··::' :~.'.-:! r··ita:" 393 2 max 8083.516 · 4 542.527 1 -266.428 3 394. ··.min: · :tf72;#4-5'.;;_ ., .. ,.:'::s~'~··:;:--··.?·;,1ia'sJiia~' =·--· ·.-:·.-s·_;'.'~·>. · ~·91:tn's~r.::,·-::-. ·+ · 395 3 max 8083.516 4 506.527 1 -554.857 3 : :s9'a :,: , · · > . -< : ·"Jmli:F · •2t::t1t;a4·s:::_ -. :.: ,i:r1sii-:'"~;: _:: "\~ts~Jt~'Af; <~ · -As : : ·.: ·~ ;.,f@2~;:~::0a:... . · -.. t . · 397 4 max 8083.516 4 470.527 1 -821.285 3 0'3·9·si · ·-·' · ·· · -,: ,,.. .. ·:·\min· ·:' · ·.r2:f1-2t~1;1,-'§¥t:.-:]t;t5t·:~:~·~.;-:.'''.f2iZ;11JI~~ ... ,'o:(: :s ··::;,,:_,., .;s01/Ja'r:1t6'tf' -::" 1:· -399 5 max 8083.516 4 434.527 1 -1065.713 3 40'0 hiifr,· _ 2,f72'A~'.s~·-:,-,;; :151·:.~;,;-:':l1i~rst?.r.1w<·· > _;tf'. ··--: -;.B~)'©&/2j;:t. 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Yt:~mifi{Si~ ?/?~-.:2~ff9!@i'9~}f:Jt f~~g&ii i~·;r~t42:t~a1~~5:2i,~~;it§ tq~t1~i}1 ff~!~·:}~I1f@{g§:s;~~~~~r-tJ5~;,: -"~: 411 TC4 1 max 8304.782 4 367.246 1 2342.871 1 i4f112:· 0• : •• ;' • ,: ,·,., -': :',,:·'.-t:·i:_··,; ':-. :. .., .. :,: ;: 'rni"i1:<: :·,;i_:,J12'89ttetr?Ftt ;:;1\~~;rf;J:Z ;\lf /g-fi~i@·a'sf ;;};-~i :;:?J5 ?~l §;tJA~~1:01~'5B\,::"::'.i 3 ~.Jit.5\ ,A 413 2 max 8304.782 4 187.246 1 96.425 5 . 4"14· . -,.. __ .. , .... min, ..... · ... -:;22'sfL2e·3:,:,··;~:;,c3;:<:'.:::_;_·_;:,~~!1:.:o.~er'.'.";'.:·.:;'lhh~~IB·:.'.Z2~:.::-:.:::~~9158tii/~:.:,:;:'..:.~f-.-.: 415 3 max 8304.782 4 16.827 2 82.597 5 4iHf · .-\ '· · · -_ · imih ··< ,,, :22si;r:2:ear;'.'·:/:<:rafr:: }J .. ~~;:j~s~s4t'i:·D(~ r:{·iia·\l.J~ tf· J,;r1g0·2ri0~t1ir:?~ ~i'.1f"t_; 417 4 .max 8304.782 4 1.383 5 68.769 5 . 4,1.8 · ._ · · · ~ ·. ;·. -;r:n"in\ ·_·. ~_.:.: ··2r2a·9/2s:ab;\,\ I }s1:s ts,.st.Ji~2r1fis-w1:.:;t,~ 1~~~t~Ft~t~5ff-<'Llir49:a\:::{iJHJ,~f:IJJ,?J 419 5 max 8304. 782 A 1.383 5 2053.046 1 :-:42'0~ .. ·· ~ . : : . : .-;r .. :, , ·< :· .. ;:' = ~--:. -: __ ,_. ,,m'i0ti :~ ~n:i:2~a·9~2-3G£J:::1 ;;1;:.:3fl'.Hf,i1/#1s;s2ibts4~J~;.:;r t!7Jt·ii)i f{i:J:.%!:.is~5f@W~f;;~~~r; t?:s1;;;: 421 TC5 1 max 14927.027 1 317.836 1 2053.046 1 :t42t ·, ·.:::,·-t : ··it . :::c.: · ·:i·i·(. ·:.'i>_::;.,:. t· : _-·,-; :··}~ ·~Jrni'ifY:1 :.r_7;:.;wt[312s41::.tti12r~~5~J~ '.'?,1:1•::j~Jsa:u1ivH.~ f \::1D<=i@1}~\f;ff51;1r@a~i/:\,~:;:/: ifrst;;;;:, 423 2 max 14927.027 1 209.836 1 470.028 1 ·42~L ... ,·,: : --, : .,_· : ::: _: . --· /: \. 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'-~:.· -: · .-. · --·rri1n ...... >· _;;~J:93;,254\' :;; \,~~5 .> :'~> "'?~ia:405 .... _. -, ,,:" ·,· :&'"~-~ ··;~;.;,.Jaff84t2)F:_-;;:: · ~--,)'4\~ ..... _ 433 2 max 14927.027 1 57.834 1 -215.917 5 'i.4B4, -·! -.-. _. ~. ,,, • ? :._ ,/\\'. .?:-·:. . _ -:-r:t~FFiffiY ~;:;: \'i'il1%9@';Q'5}f';,;~:i tr\'5/iJ~;: J~J:)¥it:.4t4l>'S-(:~::\!!<F ttt5::t\:f~'g}i,('~'f:0;62~Gl°3~~ll ~·/;;ltk::· 435 3 max 14927.027 1 -11.921 2 -129.489 5 ;i:4s(f.: =. _ : · :: , .::. ;.-·. :: /':::-··:_· · ,;_ -''.:. t ;'fnin-:..:J,:~:::J,t93i;zs~::}:~tilii~tstsfi:f:~:~~r;~son:ear~J:r.::;.=·::·-f:~f~.:a~;:~~1togs001t§;,5/ t?-::.1,:::.·.: 437 4 max _ 14927.027 1 -14.405 5 -38.022 3 ~4'33: -. -" C. • .'; '" -•• ;:;_ • -_ -jifHhe:' .. · ';" ;4~_93';.254t/".; ( Y]51,'.\~: ::::-~ h:~4i581f1t66it.~:: \ :-->:1; ::_..: '.; ,:Sfi~~s©J0~:5;, ~;,:;") ~.,,:,~1:, . _ . 439 5 max 14927.027 1 -14.405 5 812.949 1 )f140-' . . .,, ' . ., . ... :· :'.'. . . ... . y ·: 'mfn',, :.-.. :_· · "':~;7,,93?,2s:a,;i:, ~: ~."D'.5''2}'G:.t;'f2:2'6@t!~'66l~?~: ~?;tf "?f \~:ff~;g3~3'/3i1i':' ;;)it;; ;;t15,: ·r · 441 TC? 1 max 19878.237 1 273.657 1 812.949 1 ,,442· . -_ . . '_ ,miii -. )taJJ598~--··.:-/t\5~?T:'/S.iJ2'.9fii65:i:>)~tti5:-·:z-'.;,t,f:1t'4's1367'1?,;;~,,tt:-~i5iD.; 443 2 max 19878.237 1 165.657 1 -123.331 3 : 4'A'4:. "":., .... -. · ;-.~ .. , · ::---m1n;·(.:J r?~~:1.tra:1~B9SJ-~-?:t' ~k\f§ft'r~& :s~l~1~2B~5651· ~1~~-j1t 1 ~ris -~t~~; r~r~~t1l.J5ti4~9@5~~)iim i~:;f~'~.J::i 445 . 3 max 19878.237 1 57.657 1 -311.413 5 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 3.r2d] Page 8 ).. PRIMEJob: M~o STRUCTURAL Date:~ Company : Prime Structural Engineers "".. Designer : prime4 Job Number: 2K10-40 JOIST3 E!ff:lffl§ht: -f-5"~ Checked By: Envelope Member Section Forces (Continued) MAmhAr ~ .. ,. Axialrlbl LC Shearflbl LC M lb-inl LC 4'46 • -· inii:1 . _ ··:z:fa'Me1nf ··.'. ·: ::::r:5F;_'1·-_.;:;;~we~saa!'. :·' :· . ::2:-·: · ·s;4~-· .. --t :-f:· · 447 4 max 19878.237 1 29.565 5 -488.804 5 A4·s: . · · · · .· -. : :mTH< , ;_ ;t:fa1;;el~J8k;.~ .. ;~ _ _::1s,.::,;.:;-'\\~ J~50f3~Bf\ .":·. ;,, ·,~t--' '/:i, .. ,;,:~·i1iool1lf8~;;;;·, flt: jf:.: :· 449 5 max 19878.237 1 29.565 5 -394.201 2 \:~'5E>':~ , · . -, -· . ~ .. ·f:nif.( --~· ··~ _-1;1~8~1\6'g:Si_.:···:,J ~/J§t::~.:~ :~ ,.·~.l~~1t5·a~;3atsi;:--.. :\;;{~. ,,.1: ?:f <·~ ~:·.~:tS·3tmEf5(:~ t.: ?::~~-:.;·,r.: 451 TC8 1 max 19878.237 1 133.64 1 -394.201 2 .452.·· ·min: · . _ t1:s;tJ3913, .. :·· ·. ,5:::;,:,.,:.:_··>,tm'at0:1rt:·\· .,;' .. :25: ·:: .; _ -73Bi.t~l'5· .---L.\4f · 453 2 max 19878.237 1 25.64 1 -270.095 5 ;454 min · . ::M8'1:i6'9'a:· -}:·~_:ft·:_·,.-,~-: '~s@,:0.1t'Z-:. s · -ifo'.lica?M~: · --t 455 3 max 19878.237 1 -32.648 2 126.005 5 · 4·sEr --_ min-.. :tHlf6~J:a·f; --:1 r './5(· _ ,; r: ·:-:}aa1%211 _ : .---·.. .s _ · ,--. )aita:i&@ftt -, '1- 457 4 max 19878.237 1 . -65.648 2 588.508 3 4'5s .min :t.-f8-1.'J3°s'!t' -.,, · ;s,_. _,_. :-':~,t90i::3'Ef .. _._. :: _· :1 ·.:: --. -,foi1s2s ---2 459 5 max 19878.237 1 -66.017 5 1405.868 3 .460 .min, -·_ -%:li81t6·eiL :··/.! 1,t ~§t~J : .. ;·,,;:A298¥.o6:,~-e!.:,., , .·.;1: , -·. >i._,_,.,31f9itf62i r:, ·i ~::: .2: . 461 TC10 1 max 22791.874 1 133.053 1 288.476 2 0462. =->-.s, _ .i_ \'. ?:--.-,._-~ '::, .. , · :,: :-· _--,,., · · . ,mirf.;:T·Ja's2eJe·s~;;..i,/t~1:1a%~':!MtttJiiJiftar&::Xf'.J?i~t:P5:'.ifitt?t&1;0@~0ws:"1;,rt-:J;Jt:f·~: 463 2 max 22791.874 1 89.053 1 11.695 5 ·-41':34 · : _; · · : ~ · ... ,.. 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'.:'.:foHi; -,;;:" ' ·,9;{35•;3:~l@•'. :f.HF:,itf.~28f3'5'6f"iiJ1fi;13i9i;;:;:'.~t,to·7.(.7'.:~~·ai~£:~[P,~tt~t\ 489 5 max 23387.715 1 32.281 5 -118.464 3 ·4e0> -, .. ~>· · · . -:.::. ·· · :. · , . : :"'ti-nin. -/ > -''::;gJstra~a: ·:::.'.:~ ::;{,l5t;.i i!I,1Ni~aj~a·55?-,'.;/-rt.Ea· ?r11/ . \$ll'050::~~5f{?~ ,::s=.;zr ,: j~~=;: :· . t''· .: J?:~': _ ·, :~..--~, ·1:·· _; . __ -_-.1 :· -. ,: ;_.:_.;;f {,::: ,-trf~ki}dla};;~('~; it\,}f;\;~ 1T0;iii{ df ~1: Z-}':: r~t~ :f t;1 \?it?i4d1~·;1'. \: j~,.-~-- 493 2 max 22141.121 1 69.192 1 -409.124 3 ::~giilt · ---: = : _: .-.,, '··\\ --.-. ::: ': ·, :· -. • _----: • ·_ .--.. /;· miii·;_~ .': .. ':' :·art-3-.t.l.4.a{'fi,r. .:/··,5?1},; 1Y!:t:'~2.1f01t1r:~r-< :;:,~'/5 ,,_ :; L _'~t;W!5tm'.'4.t3'2~t 1, ,·::.:-:-t;·2.i 495 3 max 22141.121 1 -1.057 3 -501.784 3 . ·4·1:m: .. . 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RISA-20 Version 9.0.0 [\\Server\server..,d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 3.r2d] Page 9 _., Company : Prime Structural Engineers • Designer : prime4 :,, Job Number : 2K10-40 JOIST3 Envelope Member Section Forces (Continued) PRIMEJob: *!·0~':f!J STHUCTURftl Date:-· ~q~~ffl1$ Sht: -{£:4?/ Checked By: __ !(::p(' Member Axialflbl LC Shearflbl LC Momentrlb-inl LC 503 max 18373.361 1 140.228 1 -178.436 5 2 ,504 · ·. ·· Min .. : -·::503~;:si:m: ··::·::<:<!f_'j.·.: :·:-. ?1*1115~rar:?:·,·:c-;{§.:?\/'X~t:S"§t9'.a~;;:·"'·:;t:: ·t<-. 505 max 18373.361 1 32.228 1 -247.512 5 3 5.06.. min . . :,5033;,sfifa.\<~'1?°i"5L /1·,,,c~.;4l·Fo/51lr3~ · · .. ,,, '.,, '5.'. :·/t~: .. ::41f2~f?:Ha'etK:.:.:f r..c 507 max 18373.361 1 11.513 5 -316.588 5 4 tses· ·_ · · ·: · ·-h,ff1,. 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'./jtiirf;'d,?,:id;v.iia,i4it J2:~?:::if5:,f;·G (\:fjW/fdl~li1!9}$:i:;J t{i5;,i;'{:J,:i?i,f~~':t1\8~0i9'2,9~11Yilf~;ff?J 547 4 max 7268.06 4 10.319 5 -143.753 5 /5'A8--_., . -. -~ .. -. -_ .. _-.. ·.min~., -· . , ~, :~ ·-1~1.~1·5-~44~7:<~r;~~ .~~:~t!5t:Y\{ ?\t~~n~i8J26~~~~1}.~ ii~:~~11/~1~;; r]~\i?113§8lt921%~)\; ~-/~f1t-~ ~._, 549 5 max 7268.06 4 10.319 5 · 924.346 1 :.-55©'-i. -__ .·:. ·.-·: •min .. -:,· .. · ·fZ:7.6A~7 :.·. ·.,:_/;,st·?'··,r: :4@tH3~6l;;:: :·-: ::-"::1· ):S?.:,.a,245:1~1~~1}·_~;;<::s~::f:!ffi~Y'l 551 TC21 1 max 7350.115 4 248.514 1 924.346 1 i-15·52": ·': ' , . _ , _;:· · · · · ~: · ,:mrrt-. : · , • _:'>tt1:rs;:·1D"s-if :1:· " .'~~:i5;;;;:;· .--;;~ts1:'.:~wo1:2'sll#!f.\;:c; (: · ,:s 1 \'; ·;~ .. t:1::;2~5'fg'A:;1? · ·:. ,: , , :Y;s-: ·. 553 2 max 7350.115 4 140.514 1 -119.64 3 ·554 · miri ,,, · -"·1::76'5'.:oaa:-':' 1:, ·,f5r .. : :· ·:·;:-~:>lf'.1:f~;fsgF--: / : , .. ·: i5 ·,_-:-·:: itt·-.,-,;3~10'f;t.'55i,tj:z ?:-:'.\J'.. :' .. 555 3 max 7350.115 4 32.514 1 -123.471 5 ._ 556 · . -min--.· · _ '_ J;,za'5}i5t3'8:: : ., E r:-: :sL:· ~ :;: <>, ~f0r2ssfr, / r,: {':.; ~51;~1i it,: ~;;;,.7°t€ffos2rtJf1;,1: tf::\f ·.-:':: 557 4 max 7350.115 4 -10.289 5 -61.735 5 ,55s< ·: .--:.:·' · : . ·,; .. : :: :--: . · ? ;.,,\. · > ,~· ,. _: .: _:::': ,; .:._ifnir.fri~n,:(:r-~;,1i1i35\msat'/f'; ;,f;~si~~-~ t:1-tt!J)%5?:.Ws1;~~i~:t1i f ~rf1t~11i~:\:i~tf3211s~?St{:int'1::::-? 559 5 · max 7350,115 4 -10.289 5 144 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA \JOIST 3.r2d] Page 10 .-, f. ._ Company : Prime Structural Engineers ,. Desrg,ner : prime4 ' Jo~ NUtnber: 2K10-40 JOIST3 PRIME Job: H:i!.::f0 ~TRUCU./&41 Date: ~.12.... fi~ii~A~g Sht: f-v.:1..1 Checked By: __ r_ Envelope Member Sectio_n Forces (Continued) Member 8er. Axialflbl LC Sh LC Momentflb-inl LC :560.. . min. :t16·5·J0s-i:t ::,-.:'.::;y5:_(:.;.;::_;.:{\· ··r ::~; 'f< .. :/··:.";:2t0f?/I'-:' :-~( ·!5:· 561 TC22 1 max O 1 72 1 144 1 )5.62: ~. · . . ·, tnln· · : : .. _" · .. ¾0:· ·,.: .·.:-:~;~-:-::: 1;~~ ,:ilh·~ .. ::{ f:?:~~~~~~;;,Offe.~Y'r.}'.'.~,:·= .~:J t~~~~s~-;~!:~5 ~~ _, ~~~ .\,·-IJ~;~~:},.::-!$.·~):.-~ :i.f-i~~§'t; · : 563 · 2 max O 1 54 1 81 1 ·:564>-,. ·· -.. mih·. · :tr· ... ~-·s~\~·:;:~·S:~~~·-::.?J;·t>:~l~.J01:::~:~~-~·-___ }·.:::~~·.:/5~.:-i;r;-;t'--\·:·l::~f0\}.:~~!-~.\;;~1?.;t5~~:-: 565 3 max O 1 36 1 36 1 :;55·s: . . . .. .. mrn,: ... : .. -·o.. · · .. / .. ~·it~ /r..\·?>/:.-;ox-?·f·_.:. .r.= . ~§_.-: ;-:·. : -_:· 'fo~.J.-. ·:·;_ <.-__ !§·-;< 567 4 max O 1 18 1 9 1 is'@ifi:~, _;,::/-:.-:.: :;,:_ -":>~./;;,.:·. ::; ,: · .-::~·mWf; · .. :-,. --'%t,:·',_i·:i~';.1c::-·:.-t1tl~}I:;1c:·;,::·:-;:1J//@;1-;,:t·.,,::;.,/Wr?5-,;,,;·:::0 ·:·: /:'':D~\ ·,::,-_, _:: l5\ 569 5 max O 1 O 1 O 1 · · 510 iBfr.i. 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Platform 1.r2d \/' • "" rn o:, ~ -i G) 7J -,;_-::;;,;::: 6" rn c1 m;:o ;;:;;:J:::;,. C/'.J ;- (.{) :::r rr J, J, .. I' 11 " GRID'-,,-,._,!<-----ct 3 "' _, ... GRI ;.. ffi ~ ~ }J 00\'@X\ 17 ~,±ll .Jl:f, ~ e-f, ''-F 71_, 00\'@X\X\1 ,;1;CP.~ v:-i; ~ " "' ;; I $' ~ " x _,_. ~ 2 Q ;; "' ·' .. r OL () LIL jj- <[ ___J[ fL ---------~ jj- ~ - () ) PRIM F Job· ~f!~rfo STl~UCTUHAL Date: ... 4/ ro ENGINEERS sht: fill ~ .~. J. SJI STANDARD SPECIFICATIONS FORK-SERIES {'97 UBC) (AOO -ALLb..WABLE STRESS DESIGN) Description: JOIST 1 -W/ PLATFORM 1 ..A.PRIME Job: STRUCTURAL oaee: ENGINEERS sttt: #fo-tfo 4!f Q Pe-·5"7,... . CHORD PROPERTIES: TOP CHORD: LL 2.00X 2.00X 0.133 Chord Gap = 1.00 in BOT CHORD: LL 1..50X 1.50X 0.125 Fy = 50 ksi E = 29000 ksi Area Rxx Ry.y Top Chord 1.029 in2 0.625 1.221 Bottom Chord 0.719 in2 0:465 1.032 CHORD DESIGN CRITERIA: Lx = Length corr. to Rx in plane of joist Ly = Length corr. to Ry of joist Lz = Length corr. to Rz of joist Filler= Axial Force, P = Panel Pt, M = Mid Panel; M = Max L/R= UR Check= ALLOWABLE STRESSES: Rz 0.397 0.296 S.top 0.732 Q .. 144 TC Interior Panel = 24.00 in = 24.00 in = 24.00 in = NO = -23560 lb = 359 in-lb = 1537 in-lb = 60.45 in = OK Cc= ~[2·n2·E/(Q·Fy)] = 115 S.bot 0.277 0.369 PANEL CHECK TC Interior Panel 40.00 in 40.00 in 20.00 in YES -7998 lb 2456 in-lb 1513 in-lb 63.99 in OK 115 Fa =1UR s Cc: Fa= [1-(UR)2/(2·Cc2)]·Q·Fy/(5/3+3/8·(UR/Cc)-1/8·(UR/Cc)') UR> Cc: Fa= 12·n'·E/[23·(UR)2] = 20207 psi 19730 psi 19730 psi 30000 psi 30000 psi MP Axial, Fa= = 20207 psi PP Axial, Fa= 0.6·Fy = 30000 psi Bending, Fb = 0.6·Fy = 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHECK: Axial Stress, fa = P/A= -22904 psi -7775 psi Axial Check= fa/ Fas 1.0 = OK OK fb.bot = M / S.bot = O psi -8865 psi Bending Check= fb / Fb s 1.0 OK OK fa+ fb = = 22904 psi 16641 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.763 0.555 (fa+fb)/(0.6·Fy) s 1.0 = OK OK MID-PANEL CHECK: Axial Stress, fa = P/A= -22904 psi -7775 psi fb.top = M / S.top = 0 psi -2068 psi F'e= 12·n2·E/[23·(L/Rx)2] = 101293 36466 Cm= End Panel: 1-0.30·fa/[F'e] = Interior Panel: 1-0.4·fa/[F'e] -. 0.910 0.915 Mid Panel Chk = fa/Fa+ Cm·fb/[(1-fa/F'e)·Q·Fb] = 1.133 0.487 Unity Checks 1.0 = NG OK Q 0.865 TC End L Panel 24.00 in 24.00 in 24.00 in NO -8485 lb 3786 in-lb 3786 in-lb 60.45 in OK 115 20207 psi 18187psi 27000 psi 27000 psi -8249 psi OK o psi OK 8249 psi 0.306 OK -8249 psi O psi 101293 0.976 0.454 OK TC End R Panel 24.00 in 24.00 in 24.00 in NO -7465 lb 934 in-lb 875 in-lb 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -7257 psi OK 0 psi OK 7257 psi 0.269 OK -7257 psi o psi 101293 0.979 0.399 OK BC Interior Panel 48.00 in 48.00 in 48.00 in NO 232631b 162.06 in OK 30000 psi 32366 psi 32366 psi 1.079 NG 32366 psi 1.079 NG 100215 .( "' PRIMEJob: ~ • '·· EXISTING JOIST CHECK -JOIST 1 iJl/'YjOfl , . 0 STr~1.11,,.; Lnd. Ciate .... ENGINEERS Sht: t.-;;:J, Max End Reaction = 5694 lb 25% End'Reaction = 1424 lb NEWAXIAL ALLOWT ALLOWC STRESS MEMBER ID LOAD(#) (LBS) (LBS) RATIO RESULT Weld Req'd Available Weld W1L -9202 -22781 10413 0.40 OK 1.65 X 0.1875 4.10 W2L -1424 -16965 0.08 OK 0.48 X 0.2 4.90 V1 1424 -4452 1088 1.31 Reinf. Req'd W3L 5602 -15441 7719 0.73 OK 2.14 X 0.176 4.90 W4L -4621 -5629 1158 0.82 OK 2.86 X 0.109 3.50 V2 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 W5L 4134 -7763 3314 1.25 Reinf. Req'd W6L -3344 -4452 835 0.75 OK 2.07 X 0.109 2.80 V3 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 W7L 2865 -5629 3314 0.86 OK 1.54 X 0.125 3.00 Cl) W8L -2088 -4452 835 0.47 OK 1.29 X 0.109 2.80 0:: LU 00 ::iE V4 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 LU :E W9L 1424 -5629 1158 1.23 Reinf. Req'd tl) ~ W10L -1424 -4452 835 0.32 OK 0.88X0.109 2.80 V5 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 W10R -1424 -4452 835 0.32 OK 0.88 X 0.109 2.80 W9R 1424 -5629 1158 1.23 Reinf. Req'd V4R 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 W8R -1424 -4452 835. 0.32 OK 0.88 X 0.109 2.80 W7R 2858 -7763 3314 0.86 OK 1.54 X 0.125 4.20 V3R 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 W6R -3557 -4452 835 0.80 OK 2.2 X 0.109 2.80 W5R 4530 -7763 3314 1.37 Reinf. Req'd V2R 1424 -4452 1406 1.01 OK 0.88 X 0.109 2.80 W4R -5097 -7763 3314 0.66 OK 3.15 X 0.109 4.80 W3R 6245 -14537 7283 0.86 OK 2.39 X 0.176 4.90 V1R 1424 -4452 1088 1.31 Reinf. Req'd W2R -9224 -16965 0.54 OK 3.11X0.2 4.90 + = COMPRESSION -=TENSION _,,,..--._ .Y Gl.x --3161b/lt, Loads LC 1, 0 + L Prime Structural Engineers prime4 2K10-40 ·)'-----~---------- -3161blft. ·--~-~-1-1 i: ·3161b/ft r.,..--316Ib/ft -3161b/ft ,,..._..r-... , .. , --·- • i JOIST 1 -W/ PLATFORM D+L -316Ibltt ""316Iblft ,, '\ ,, :2~,1,!yft Apr 1, 2010 at 3:04 PM JOIST 1 -w. Platform 1.r2d ~ ~- " Company : Prime Structural Engineers 1'_i. 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" .. /7,4:&1c; lf 9;,r;,;1-~:l·\~< :; ~f0h.,1 Yi'f I-t4B'a:dt1s:4\1ra1,,~G rtt1;it ,~.-rt~avs2~%tt~0tw:22,}·: 41 TC19 1 max 7271.033 2 436.9699 1 2945.7406 1 . , :42 : ·. · · . . -· ·. · · .: :·· :,~,,. -Y -;;-. · , -::.: . 'ini'n"': , (> :-r,c1t~I34ta\2tsii;;~0, t~~,~:.f~i ~;M.~11sir1-tmsr:f9t~ . .-~ :?r2It13 t~'-~tjtiF4'°6~ltJat :i ~r.t:2I-:: _: 43 2 max 7271.033 . 2 243.6366 1 -106.0913 2 :,4:4; <· {, ··, • ., · · .. :\·. -· ·_ ": ._ -i:.-. '}.· .:m;n·,,:,., ~ ... ,2_;,: ,v.1:a·~,;j2lz&:J1~:'.'<t1"rwh ·:, !)ti~1r9'2,;;s1:s-i3'~r(:::-:t-:j2trt t ~Ji1:5,t,;Q:g2;11? Jr: ::';t:~_,;;.; 45 3 max 7271.033 2 50.3033 1 -708.6604 2 '_.As'i: : , · : · · ·---· , . · .: -~ . . ,~ · : :· . riiiA ·:._ : , · ·· · 'trl'.s-1\f2i:sc;:'.,:;;_;;,: ~: r~\-::i :?,:.::i-21tt.:s6lt.1::~t:!'. ~·0ttrn? {11?1192a¥.Jfit11a~>~ rt:M ?-: 47 4 max 7271.033 2 -37.2431 2 -661.2295 2 48 ,., .min ... : ··. '%'1:G4:'1'.2'tbL .. ',/~-::::·-'::,jf.\3?:?\}i-~!~:Sftls'olif~:<J,;.·1ii'~:l&~~;};'.Xiij~if53ifs·smat~t~:t'fit~/i 49 5 max 7271.033 2 -102.2431 2 933.6099 1 . ,,!fin · · ... · .rfi)f.i:.:. i'" .. -.. : .7,1:34·_~:ft't:5/f::-,\:; ~::,:tf:::· -,~ ~; ;~B66~El34i:\;;~, ~;iM[t?:, :fS1\~~,3·13r,f0a~ft~i~ :t~li2f:'.:: 51 TC20 1 max 7465,3171 1 264.456 1 933.6099 1 ·.52 ... .-· . . . , / '._ /; . · · ': .. · .::: _,; :'.: -rni'n ·::, :.'':' ·'. :·t3'1d1il'i:ttii'5\ ::::>--/:::1,2/{~l1i 11E~~"lt1t~~1::rr:::·--:ll ~~v~,f1 ~I/;::-!.f~1:3's:?20W4t6-J ~;~::2.:-;,:.::; 53 2 max 7465.3171 1 148.456 1 -305.1259 1 : s4 -· -' · .... · · · : . ::··: ''? ' .. · · . -·-':: ·: ::rnr11·,>1t··:.:, :t-B:1tJto2s·s,i:::._.:,u::2t)?:¼-:.::a·at:e'4Wf, ··:Jt:i?2t#.~f1nF}J@'f!:drai9t:,If (~/Q'.'-, \ 55 3 max I 7465.3171 1 · 32.456 1 -423.8993 2 · · ·51:L. .. _.... , ,_ • -:·. .;;,.---~ ·: ·. :\ .} '.· -! . , . · .. :\\ ~r:::.mrn:\:-:1':·,;., \ ::::t3rf.o.:02'6sf :\:tt 'i~iC~:iiF\.'J\i\6583+.'..':., :~ f.i2ftt '.(<ilaJiw.!a'st1~Ji(·.;:~: i,Vl.· . RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 1 ~ pi:? i 1\ 11 c J b· 4VtD~'-fo , H ,, i ih L... • 0 · /4£..l'::, __ Company : Prime Structural Engineers ~ .-.. Des'fgner : prime4 STIWCTURAL Date:. ENGINEERS Sht: 1-ert, Job •'-'umber : 2K10-40 JOIST 1 -W/ PLATFORM Checked By: Envelope Memb·er Section Forces /Continued) . 57 -58 · 59 61 63 65 67 68 69 70 71 7.2: ' 73 75 77 81 83 87 88 89 91 :_gz~·. 93 97 99 101 103 105 · f06. 107 113 Member Axialrlbl LC 8hearflbl LC Momentflb-inl LC 4 max 7465.3171 1 -39.6583 2 -302.9497 2 5 max 7465.3171 .1 -78.6583 2 154.6667 1 TC21 1 max O 1 77.3333 1 154.6667 1 2 max O · 1 58 1 87 1 3 max O . 1. 38.6667 1 38.6667 1 4 max O 1 19.3333 1 9.6667 1 5 max O 1 0 1 0 1 BC1 1 max O 1 O 1 O 1 . ,· ., ~),r; .· 2 max O 1 O 1 O 1 3 max O 1 O 1 O 1 4 max o 1 o 1 o 1 5 max O · . 1 O 1 O 1 BC2 1 . max -4679.2283 2 3.7159 1 0 1 · ·_··mfn. 2 max -4679.2283 2 3.7159 1 -24.3327 2 ' ·~· ; ' 3 max -4679.2283 2 3.7159 1 -48.6653 2 4 max -4679.2283 2 3.7159 1 -72.998 2 5 max -4679.2283 2 3.7159 1 -97.3307 2 BC3. 1 max -7033.6598 2 2.9748 1 -97.3307 2 2 max -7033.6598 2 2.9748 1 -110.604 2 3 . max -,7033.6598 2 2.9748 1 -123.8774 2 4 max -7033.6598 2 2.9748 1 -137.1507 2 5 max -7033.6598 2 2.9748 1 -150.4241 2 BC4 ~ max -8794.0857 2 1.8435 1 -112.3353 2 2 max -8794.0857 2 · 1.8435 1 -123.781 2 3 max -8794.0857 2 1.8435 1 -135.2266 2 4 max . -8794.0857 2 1.8435 1 -146.6722 2 5 max -8794:0857 2 1.8435 1 -158.1179 2 . BC5 1 max -9831.8848 2 .388 1 -158.1179 2 2 max -9831.8848 2 .388 1 -160.167 2 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\21<10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 2 -'-s Company : Prime Structural Engineers -~ .. Desigr,ier : prime4 • Job Number: 2K10-40 JOIST 1 -W/ PLATFORM Envelope Member Section Forces (Continued) PR!MEJob: ~0 smUCTUR.4L Date:~ ,.,.,:?,:Zlfi[;,'i:;;\ E~i(~!"1·1EERS Sht -fS-J.-~:i:1;&.>~~, • 1ilv ~ : Checked By: __ : ·j\j:4f. ' , . ; : r~r?~r,·:.;J\' ' ? ??rtJ iJ'rii1rfr ·_; ,::: ·~_':;23;~i~-5f'z;~·;1;ti)l1f']~1~:':;;\ 1\??;~i?.liigk\\?,~'.1«l ;r:~/:s: ;p;::-~ 'if .11~t: .. ~- 115 -3 max -9831.8848 2 .388 1 -162.2161 2 t16 · · · · ·· .: mifr . ··i32a2T6ati?t: :.r,~ tti~~-r:-:: :; ;;-..f:';:/::t~~teYali;?,-.;·~ / _·:2r: '.i ( :::fe'e~l>.~ifsti3F.<;;::::f,t, .:' 117 4 max -9831.8848 2 .388 1 -164.2652 2 Ha:_ . . : mfo1 . -ts2e2X·Eresv . :' :.1::_·, · '. ·. -. : .JitoB\' . :-.i · '. \i13'3'6t5i2~~· · ·.:f, , 119 5 max -9831.8848 2 .388 1 -166.3143 2 ·.1:2(:): . ,.: ::mih:, .. · ·. ,'::-2·32"62f6'6'57°:,::~ >.':1··._:.: ·\·1:~.-ti08::.::: < ·:2.c:.,, :.:a:a1.iij1;9J3'~:;. :i::: "1' 121 BC6 · 1 max -9939.7372 2 -.2284 2 -166.3143 2 i::22 .·. ·,mih . -:,.21Rt:r&,4·aail\, ':: ... ;fi ~-... ·.,,1'6~'12Jra,: ~ ·-:, A1: :::. -~B4¾1'0fitg·aev / ·-:t - 123 2 max -9939.7372 2 -.2284 2 -163.5732 2 124 . min-,-2-33:35'.43'l4{1:.. :·:.-.:i -.· .:,.;;:6j}f:8t·· · _ _-;-·:1r':;:'·'.~s'6@~8'SEmt··.:. ·t· 125 3 max -9939.7372 2 -.2284 2 -160.832 2 1:26 '.. ·. : /m'ih· .. • .. ·:.·:;:2at~B'6i:41Sa:1t-.;.' .-i :.~1:·.-:: .. 1.:::'1i1,;i!6WWEJi: :~;:· ,,_·:_:c:·,.··::: ~Js'2°6J5t~1&~0·::-_. :'/1; · · 127 4 max -9939.7372 2 -.2284 2 -158.0909 2 r2·s .. rriffr· · · : --2·3s'~·s:·aa~tr ~: <~ ;~ !~1t;·, i :_: ;;·;-cigfs:t11r~,_:':; .. t ;:.:ti~t '.·.1·' .,_._"~31~!@\'.~~is~grf! 1 ::. :.t . 129 5 max -9939.7372 2 -.2284 2 -155.3497 2 1fstr jnin ·; -~2sMs,4B41r .. j -.: .-~1::. ·::.,: ;/;~:(a-1~1:tt--· .. < 1,,;:' · ~-i~s~~i-1¥a125,; .. ,_;: · ~f · · 131 BC? f max -9122.0635 2 -.1761 2 -155.3497 2 'Jsz: · · ·mirri' .. , :~ ; '; :;21,3a·5·f;t-:'165?. ·,fT; Jit. :(, .. \;\:;>3tJ2af ,_:;,:J >< :1f·, :. \-. .:.~a'.flti!fa:sztft' :r.i:-'1f,. .: 133 · 2 max -9122.0635 2 -.1761 2 -153.2363 2 :· l3~-:. , : '.h1ifri/'· ,, { \ ".\J1'f3Y3's'Y;t,;t5·5;~;~~([t t:· :.\1\?:<tV.J{~;3·325;~;:•9 !!!!}f if~ 1ft\Je0m1s~~l31~t't r.::{W:': ::; 135. 3 max -9122.0635 2 -.1761 2 -151.1228 2 J3tf .: :: -Min. ·,: !: __ :_~,, !~~2;fa:s·swtt'5:st\":ir r{;]t~· ~~:; A~t(~g:gt3zsit;:-iixir1 i'\,}!.f~\t,i ~:\;;i\fa·0s~a'§}8~\1:~1 t<J1:. i· <· 137 4 max -9122.0635 2 -.1761 2 -149.0094 2 {M·,' ~-:.,,: . -·-:. · -,; .. ·.· -:-::, /i . : i '-: -1:, ':. i-mffw: · )'./,.·;;;,;;;2W3'3·5;i7.1"t5'5f.~i:z.:f ;fffeilf(j.%H:~i\1:;fBB"25R'iii~2'.fft?iU,?ll ti;~~:2'9'9'.fif5;~rai:l1~i f;;~~:d 139 5 max -9122.0635 2 -.1761 2 -146.8959 2 1;40· · .. . . . .. ,·.:'-' . · ··:: ,-,· . '. :y·' rrffn(i:i ~'.' :::_.;2:~•53'&:7:7:S&iY? I' ~::'?~1V'.1t!?."}t;;tit3~5jt.1J;;;t l~,:'~~$'~-~ t?ir'.429"8~!3~~:t~}J;f(; :'.:?1t'.::? 141 BC8 1 max -7372.8969 2 -.8696 2 -146.8959 2 . t42,· · · . .rrfin · · -··t:'7'248'::f23~C~ ;:. ·,w,··· /, ·· '::·¥2:.it4~F _,: 'f<:1~-::'·1••• :;,:..29s~aif·'rfa".t· ::-:·{1' : 143 2 max -7372.8969 2 -.8696 2 -136.4602 2 i1l44' , . ._:_. ,, .. :. -.-:-· .. ~: ,: · -: :: ;· ·foif.i·.:c ,: <~:-c,ai1'.i124'8:£1t2314;~:J£.~:1!.(thr:..{i.t~ii1k~13if491:t··~--~/'?,11;~:·. c-,:~:~::32e-:8t092Bf··)\-; -,~t .. 145 . 3 max -7372.8969 2 -.8696 2 -126.0245 2 •',1'4Ef' Y·' ~ ' ·~-_;,~:, '-: ,• . ~: •, . ;.' ·. ; . :-<"'., •: C ,~:' . ' : ', . :,; ,,· 'mln::·_ ~ .. ~·:··;-~ j~\t2';:l:S1;'1'2B:il'.§"::· •;;_1.~ r--:01r ·1 ~: ·"'~"?'~Yrft'A'~t~ '::<-·'' f'·9$[";'" k:''."24tt'i1'Q7,J '')' ~ ,•,-:..:;{,".' 147 · 4 max -7372.8969 2 -.8696 2 -115.5888 2 1,~rn · -·_ ·0.: • ;ni'iri-<. :· ;)1:t24'sr1:23'4'~f-.. _ ·;·i.: . .-:: .··:. ;~;;;@taft491y;·:.-:\ :·tf;,,.:,Ir:a~2~12ts3'.if::zJr~.,:~\'./:1;;· ::: 149 5 max -7372.8969 2 -.8696 2 -105.153 2 1'50 . · .. : : :-;fi:ili{': . / _ :~fz<24'8\103'iifi'::·_:'.f-\\z~1: t~: i~·:: }~,.;21°a:!l'il'9{f·-'.°:;:5 ~,~::'f:r: p.;:#2~\'ai~:fiss:tt":,'.' i: ,i11'ii'1 151 BC9 1 · max -4702.7482 2 -2.1907 2 -105.153 2 ·1,s2 -, · ·. 'mir.E -.i:. ,, _ · ,;tr:t113tasos,: :' ::-,, :1ii.tt~~~ 'i:·./t~?3£84'9:.1r4~'-1:-·,.::: ''.:\.:h'.tri ~~\ :'5:,:ta'altis'5:7,f.t :r•,;11?}~ 153. 2 max -4702.7482 2 -2.1907 2 -78.8648 2 t5t1-: · · :· , mrrf · · · ·· . .:1·,1:t1!3;:3sb&'..:·' ··:·'. ,; ·::·:-1:r: :,,; ... :,~::\t,arn"l4~~·:r::!:J-:: t--· 1{·::~·:· ,-,~1~1it3a?s6Bsit··.-~ i/iW-':'.\ 155 3 max -4 702. 7 482 2 -2.1907 2 -52. 5765 2 1156,-. . ~; .'rnih.:. ·. :;_.,:1':M1-3,35'El8\·,.:.:.;_::i,:;:1~·;:;:,:r-. \;;~$}8491C'..'·:·~; .>F·\'.-: ,·ii92~3:7:i%9h.-· f t1c:·:, 157 4 max -4702.7482 2 -2.1907 2 -26.2883 2 i't1;5a,; .· ... , ·. _ .. · ,;-'.; !}+ltif:l, . · ,, . : -~,·tt1t~·,1~!f'e'sb'$\:l':":'.:. /:1t: -:; '.Itr;s11a4§:if::'J __ f 1 /;:_; fF/ •; : · ;!'4'6'i'1'889~1,-.. ·, t"·:t:·:: . 159 5 max -4702.7482 2 -2.1907 2 o 1 ·tao: _, :-·: i .. min:, .. . . Af.1:1:rt 3·sos1·· '. ... : · ·.·-+:.· ·:: r\t:.~;:8;a'g;f/'_.:: ·:. ;,:-.1~;,-;: r: \h' :·:,0?' ',< :-··\\ :.:: ,t;.: ·!, 161 BC 1 O 1 max O 1 O 1 o 1 . 1'62 _ .. -~ ' :_,--~:. ~ . , ·.-_, ~ .. :, !':: ~ ' .Ji,iri( 1 ; -~ ' ~;~.,: ~ ~~· :· '~'J)/ ' -~ -~:~ J;f\~~~,(;:at~(~~~ illitt~ftSS?ditt ·: ~!I~·,:~T}~ \~tr~~ 1~¼~ ~r;:~:?~~'il~?~1~t~)t~::?~-:~}?{:.; ;·;: :~~~-;€' ~~ 163 2 max O 1 O 1 o 1 ts4:· · •· -:·,., _.. , · .: ~ :. ,,mHi.,} -_: < _ :er.-.. -:·· ... _-: '·: .·t'.·;:1·:· ::·: ::''.::_:;:'.'~~~:o;:1~:~·-_:,;:~: :.\·1~s:;;; .,.-.:~':; .... :'Jii~~ -,·;:;;:~ ,, :"·:1: .,--: 165 3 max O 1 O 1 o 1 .166 ·,mfnc'.'· . .. • __ Jj·,. :'.,-·_:-.'';:·:Jc_·;:>?'~':::··.,·~ \lf'-:·: .. ·'~'.;"':· e;··>f,i: ,, -i';·At;.;_; _ · -::r~r·:_··: 167 4 max O 1 O 1 O 1 ,1'6ff L· ,. ''.minL ... '0· ___ :·: ... ·;_::,:,:~;-:.':~/_~: :· .. :tF.··.\::.•,:' ·•f,'._';;,·'.,· '((;) .. _· ... -., ,.-·.·1·.<· 169 5 max O 1 O 1 o 1 (1{7,Q; '~ :.:· > l .' ·;·:(.~'~: ~-~~:.:· ~-:,~~t~·r·: ,,,.: "· ~·~ J' -~ .. (~·-_ ~:}frii'ri~ '•, ~ ··::, ~>: ~ .·,_ . , . -:l:(' ~ ~ _::·. ->;:< ;-~;;~ f ?t1~~\~·{ ~~\f~i~?:·!1ill)f.~~1i:}:{~~~~ 1;1:-:1(~~t·'f /-.~~1:.: \ ~0?? ". : .;(:~~ -.: ·~=~-l ~· ~ -.~ RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 3 "-. il"";i r; l i:i ·q;-J b' ,i t,,\b_1Do f' N, i hh i.::' O · tt. .. --~ Company : Prime Structural Engineers , Destgner : prime4 STRUCTURP.l. Date:_~ ENGINEERS sht: _Jji, ~ Job f\.J'umber : 2K10-40 JOIST 1 -W/ PLATFORM ' . Checked By:_T_-·--··· Envelope Member Section Forces (Continued) MemhAr !=:<>,., Al<ialrlbl LC Shearrlbl LC Momentrlb-inl LC 171 · W1L 1 · max -3628.228 2 I O 1 O 1 173 2 max -3628.228 2 0 1 O 1 175 3 max -3628~228 2 0 1 0 1 177 4 max -3628.228 2 0 1 0 1 179 5 max -3628.228 2 O 1 O 1 181 W2L 1 max -338.5557 2 0 1 0 1 183 2 max -338.5557 2 0 1 0 1 185 3 max -338.5557 2 0 1 0 1 187 4 max -338.5557 2 O 1 O 1 189 5 max -338.5557 2 O 1 O 1 191 V1 1 max 1009.2777 1 O 1 O 1 193 2 max 1009.2777 1 O 1 O 1 c:~ ',: •• 195 3 max 1009.2777 1 O 1 O 1 4 max 1009.2777 1 0 1 0 1 199 5 max 1009.2777 1 0 1 O 1 :.2ci'0 , · .. · 201 W3L 1 max 5602.1132 1 O 1 O 1 203 2 max 5602.1132 1 O 1 O 1 205 3 max 5602: 1132 1 0 1 0 1 207 4 max 5602.1132 1 0 1 0 1 209 5 max 5602.1132 1 O 1 O· 1 211 W4L 1 max -1931.3487 2 0 1 O 1 213 2 max . -1931.3487 2 0 1 O 1 215 · 3 max -1931.3487 2 0 1 O 1 4 max ~1931.3487 2 0 1 0 1 5 max -1931.3487 2 O 1 O 1 221 W5L 1 max 4134.4847 1 o 1 o 1 • •~ : \ • •I• 223 2 max 4134.4847 1 0 1 O 1 225 3 max 4134.4847 1 0 1 0 1 '22Et. ( ·'min 227 I 4 max 4134.4847 1 0 1 0 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 4 J. ~ Con:ipany : P~ime Structural Engineers ,, ~ Desrgner : pnme4 · Job l'J"umber : 2K10-40 JOIST 1 -W/ PLATFORM P'RH\/iEJob: ~\4-1° srnucrnr<AL Date:~ ENGINEERS Sht: Pt-4 Checked By:_c::_ Envelope Member Section Forces (Continued) Member !=:i>c Axialflbl LC Shearflbl LC Momentrlb-inl LC · :22a, · :-,,n,fr,;_ : · · .'· ,ifz.'ifa,;;';a15'EJ4L~{},1;'-:~~i2T. /' ::·_p:·: :}~·?1@fi?~:;: ": ,:!'~ :>:,r: 1V X' ': i:t:.1tftrt~J--c·: (:~. :/;~{ ,:.~ 229 5 max 4134.4847 1 O 1 O 1 2@0 .,, · . ,folii.· : J:7.1:fs·?Amiwtr·:.:·.·.::/·,;:2~·.:.-.;_:::.::~-Jlit··, .·.· :;, : r \< ::<:/0.//.:· · P· 1: · . 231 V2 1 max 375.3257 1 O 1 O 1 :'2-'3'2:,~:,~"':, ·:·.·,;.·,.::· ., ·.~--·::·:~::;·.: ·. · .. ,,.·:tlir:fi'iH~;-;:,:,,:,:.· _;.;;.1;aof3]'.66f'.'::irs~.~t0i21.I·:;~i:iI/f,.'.£~t>:?:);:-i.·. :::,._:·1t-:~ ': ,f·:.r::6t,t:-:i:: · ,. t·. · 233 2 max 375.3257 1 . O 1 O 1 .2.slr ;_ -.-· -· ~·. · --1:>:· ~:~ ~ ~ , · · · : :. :·: ·,~Min: .. ::!~-:_ .\·-.~ · t3Qf3~~·as;~;;:~--~ :~~ t~~:21t(J; -f~~1n\!~1~~0E~1~-~::·:~:::··_ ~ ·:\:tt::t r:. ·· ·~~::~:,(f:~~i1/,·:~;.: ,.~· ... ;~. -~ ;~t ·.~_- 235 3 max 375.3257 1 O 1 O 1 236 . r:nin. . ti:3o-:·:sc'f66~" / ·.:'.;·· !:i2;_~~ 1,-,. .. _.:.,Jot.·<:' : .. ··, ·, 1h,i ;-···}1:,:)"(i'.i'i,t';,.:,;,..:;:,;:?-'::rt,/'; 237 4 max 375.3257 1 O 1 O 1 2·38 ,. "ri'ffn j~(,j~g:~:Eia::,·-· <: ·-?tt::·.~: .. :. ', ;(!)',, --~· .. '·'./··,11::: ,::i .··;: ,::iJ.~tif'.:if'.'·,,_J . .::ff:., 239 5 max 375.3257 1 0 1 O , 1 240 . :mrn, .· Jiaor-3',1teit,:-, ... _::~· ':';:~z.:'::.: ·_i\ ·,~}. :.· . 1i.~~·, ... :: ... :J0t\::.~-:.\\i i .. _-, 241 W6L 1 max -1436.8328 2 O 1 O 1 .242 . ; . . .. · . .1mlh,. -: .·, .. ,~3-343~e27Stt';,, -~~./:. ,,:::1! _;_;'' i::'.·,,:.: ·:.:' Jtt,. :; :· . ·: · . J~:.-: / I ·. · :'.0\ ··:::-.. /--. t 243 2 max -1436.8328 2 0 1 0 1 .,24W.i . : . : · :~ ,, · ">.:_: .·: :·::-; __ : :/. :. ·. ·. · :': .-~ni'in~>:: ~ .-:.::~ .. '.;ea4':a?.a2lt3;;1?:1~~ ;..,:, ,_,::.ra;;:: .\ ;,~:,,+:-~n/0',<~" :::~~ ·, :-.<1~~.-; ~-:· -.·.~.-~Aof ··.>~·> .... ·_ .,_,,ji: .. 245 3 max .-1436.8328 2 0 1 0 1 24fL·.: .. ,,, ,· .::_':' ,. '"'.; .·.:.: '.ff:i'in'C .. ::::.,-,: .·;,3s'46?61!teta::.,,T:J'ifi/;;".<'i.ffr'r;,'f~1~©~?..;_f_::.:{'l'.' .. ,jft~'-i';_·.\,~f;'i<}i0flJ;;',.·:.,c ;i,:,/fti-::> 247 4 max • -1436.8328 2 O 1 O 1 · _24·s · · --· -:·: =· · · -· ~:: ·., :mrn-~ ~ . 1 •• :·--·-\:20Gij3f611t-a~~~rl·.-f ?1$~t·~ri:.~~ t}:f~?r::-\:©? ~f~Y.~,..~---:· ;~·~ ~~irtf?~.::'~ f/~' ~:t?~}l0~\~~~:r:~~? :;, ~i~\~,r~)~~~ 249 5 max -1436.8328 2 0 1 0 1 250 _ ,rrli h, '.~ ~, · · ~ .;3·a4@t62¥G~IJ!~:~f.~ ?:: .1~r/ i~}; ;.~:\r¥{t-~}1~0]:~i;J·,:·· :_:: / ~; ~~.ii~1f:)!~ :~/!:.t:\;{:i1i©tt~~:.;:l;.i·;. ·?}t ~;;11~ii:~~ 251 W7L 1 max 2864.6227 1 0 1 0 1 252' · .. ·mit-1'· .. ":: ;;f321::f5'24'8\'..::::: ;,:;, ;:'::;ft:;;·,~ h~~C'.~1,i'.:'.\©tf >} :i. :/:::q\»,'f!;. ;r ,:'~D~X0t~ti1/:,7!; f:J:1:F:;::, 253 2 max 2864.6227 1. 0 1 0 1 ':1~!54{ · .... i1.; · . ·, ·;' ;· :m1h,· .; .' ~ > ,\1'f32fF:521:f8~:\.'.)?/Y}h2,f :~'. ::tfi•i.'}01:~0~;::r -t-: ··: t ):'jtt) ii::/;'::::f\·0r,f!.\"'{Jj~:t i?:'i:i2:1~\ _: ·., 255 3 max 2864.6227 1 O 1 O 1 ~ :~z:56:i ->~ .'t .' ._ ~ ~ ·~ ::.''~\ .; :·: • : : : ~-~~~: l~:: ~. ~:~ ~ .. "-' ~:. ~' ' : -)1~_:.,:m rn-.. :~. i~---~ :';' .r/ ·5f32r1-ii ·52as½z··:>:·~;£? ;:~:\i~jr:, t,tpt)~~ =< )?©:~ -~"-; :·.:-=' . ·:! t-i: :·~1~r. ,J ; 2 -·-~)\.i',:i·\~~~tb~J~:-~:· :~· :;.,. _' 'i,~~ ·~: '.-':f. ~ ~-: 257 4 max 2864.6227 1 O 1 O 1 f~-2R~;; · :~~~:: :·. !~;.-· ::::: , i~-~ ~/~~.-~ ({3·~-/-~_; ,~t:: .. ,,. ·t{_:::1:~_: 1trTiiAt~~ f ;:·~~:_\fl~:e2·~1;i}§24~Q~~:t,~~ ttt~~{1~i! ~i;t~~t~~~<D'2~~it~t~:~:-,.~-;~ ~·t:)~~i:f?'. ~·~~~:~~:~j,.::~i0j:fr:~~~r\'~-~ ~i ~1..-i~}?\ 259 5 max 2864.6227 1 O 1 O 1 ·_2·e0 ·. ·· .. :. ~, :, :: ~. : ~ ~, .:rrffn1.~-.i .-~:::. :· ~·: t1:32.:1::s2~ra(t-~:~·\':~·; (~~2~~-z e~~-.:y~~~t·j~:;. ~-~~/:.'~~-:: '": }, ~~:-H~~,~:3 ~:.: ,~~:.:~~~::::0:t~::~~2~:~~-: ~:~-~-~ .11g~· :: 261 V3 1 max 370.2881 1 -2.7217 2 -45.9265 2 . 262 . ' -min: ' . . . J89t©,fi2\ : 'i.'):J/: :x21:.~:·;~ [.\ ~i){6{2'.g8'a::;";>'!1~\··:_:,,1tX. i, ::,Jtf@§f.'[5~~9t~ ·;;{::.~it::.·'. 263 2 max 370.2881 1 -2.7217 2 ~23.7566 2 · 264 . · ' · ;imi/:L, ·'. · , '. -· '·'iMiO,q;'7'°:2:,':: ~.')·.:t.: ,::;:2,r ;f;'•'.·~~~~;2Bl3'8}.:~f f,?;Jt 1/if\i; \lL1ii5~~mP1s~lfJit~> Tt11r:_ 265 3 max 370.2881 1 -2.7217 2 -1.5866 2 . ·2se: . · : · -· ·.: ... min/ · < -· ·' . ,.t89f.O;jl72't:~'::,:.;·, 1::,:::~L :;Ltf~ii.~~6'tria:aat:\~''.:;/ff:i1t~'<fl~:?~it?.Bl'9'1D8B~~-i·; (X~11,;,;; 267 4, max 370.2881 1 -2.7217 2 46.9115 1 ;;2El8:; :, . :. :-:·. ',:. J : •• '.': .:.: ,; '--~\~-:J'.i· .. )'~! !•;, ~-·. ~!. .. ';, ;}nWi~ ·. •'. L:;.,::".f .. :· :a9';01'72" ·:. ec re·~· ~-·,;fQ}i.}• -~ '.',q:;,,:,J5<~2.mrs\i,;/i'''.-'. I~! ·:-f ,;,: i ;/ "\i2©~58S'\'3lY':'f'.; ,:,,:q1. ::) . 269 . 5 . max · 370.2881 1 -2.7217 2 97.7313 1 1.2.7'01; ·. :· . ., .:;· r::~ ~' "'·.::. ·_·,. ,;, . "T-': :· .. : · . < f:'.:m'in;.Y i .-· ::;~'Y.i89\0~!:t,2r::·~:\,~':,t f'~~Qli?;?:1 i'.}\¾}}~~6~38~8[: ;;•.;-; 1 '. :,1"~?'.' R:· ii~Q~'iS§'.jf · , :: _;,, ;. ;2:.s; 271 W8L 1 max -978.0927 2 O 1 o 1 · ,:tZ:2· ~ , ·,-~ · ; :-··.rniA'·~-~. : ~: ::.~ _· :-;!r0a1~·99~f6t-~~;~> (·~s~~g~1 :~~ :;--::10~~;:~}~(;j!_f:~r\ "f : ~\;-: r~?.df;/1 ;i;~ ~::\~:i-:}~~~0? 2":~~::t~ ;; ~ ~:_.~·_;t;i~,i 273 2 max -978.0927 2 0 1 o 1 21,4 .,rr1ir.i~ ~2·os,7.j·g9f(f r -:"?:· ;-:. ;;frr. . ·: \t:;~9._: :tr: ~-:· ,':;i:_,. · / .• 11::.~·< r . }1'-:·, -~fo"'\.,:/~-~'~:. }~::1~/'.:\ 275 3 max -978.0927 2 0 1 O 1 :t76 Anin .. ::~zoa:zJi~tt6 ·.': ?::. :, :<1::,t: ;,1:._:·s: ·. 10:\:.~·\{'.,;;:, /;\1,~\M>.'\1(~-:~;t0y·;./?:D:t~ il.'f'i,l:·:":" . 277 4 max -978.0927 2 O 1 O 1 .2:ra. · .. _ rr11rv.. . ··-~2M1·9§1'6;::i; -,, ·:.ii'· ··:.,,,:\·· .. o:· ., ... ·. ·. :::: t 7 ·-' :· '"T;":·_·:o::· ·\·-... ··:.,r .. ··· 279 5 max -978.0927 2 o 1 o 1 .280' ' .,,, ,;, , "~ .-:./ .-::· ·, _: .. , ..... ' ~ .'"Xm'ffr.''. ,.; .-;'208't°991'6>-';n.:, ,-!,:;!;ff ,---:;''-'tw-, ~.Jj·•" . ;_, ... ·:,.;,:~'4,:·.'" !' < •'·._.·s~(!i." :, . , ., -~',';,;:sl··.'_ ·. 281 W9L · 1 max 1291.5212 1 0 1 O 1 ~:2:a21~ ~;·,,~··:t· '·r~ 'i~/-\l(;, ?~~:~::":f·._·.;-;., .. ·:-:· ·::·: \~,~-: \::irfli'A;~~.-i·I t~).t.:':·:&]E6'50is,20-ar:~}:;{t~~:i !e{~~t~~i?~~~r~~--.; :.Jj'.:-::. ~?:'. .~·.;,,::~· .. ~,1r~;(: ~,:_::>~-~ -j@~ ~·::-',): ·:'·l ;~~--·~1i;', \_. 283 2 max 1291.5212 1 O 1 O 1 ,'2a~: .. ,., .. , .:;,,:. ''.: 1:·;·-:::fofn-. '. ·. ;_ :650/5'2o's'li\z't:'"::.:i{/f2f;Al%Jf~~;:_>!0i\::?:rt::,·;::'::1__1}:1::1:.1-i. ~~f\tf~:,;:_; /0: -~i-:'~1! '·.,: RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA \JOIST 1 -w. Platform 1.r2d] Page 5 A. • Company : Prime Structural Engineers • Designer : prime4 ~ Job Number : 2K10-40 JOIST 1 -W/ PLATFORM Envelope Member Section Forces (Continued) Memh"'r Sec Axi,,,lflbl LC Shearflbl LC Momentrib-inl LC 285 I 3 max 1291.5212 1 0 1 0 1 ;'286.: ,. ,I·: :_ ,trfo'i: •, .. . • '65(t§208t·/~''·;') :i ·i;Q:·~jfi°"'~•:': ;;()((};;''.> ','.''/ <!;:<. :j['J'-'q·'I•,, ::·:: )({()';::-•:: ~<··; ~i,J:,' -~ji_.; 287 A max 1291.5212 1 O 1 O 1 288, ;, ( -·.-. _-,:·: . . . -· · \ .:f!\i'i'rf · _: . C:RR@f52'tl8;~::t,:;> <;·'.fi1:· F.·. t··, '/Gt-~: ,:-· :: ,-:. 1': ' .. : /, . ,<-.::': '."fbV\ -"~ ,-.t:' .. ;-~;i ".: 289 5 max 1291.5212 1 O 1 O 1 · 2~t6f · l-_: :\ · --,· ·-: ., ," • ·. -~: ~, .. ~. ~:r. ~ , · >~ 7,· ~,!mitf-( , : ·\-,. I •• ::,t~t~tf52€rat;·~!:.:~I-:f,~, :t .. #;21~~:~.~ J/:~/::£~::Jf./0fJ. .~~;:-; _\ ·-1~ ~:~ :?:. j'.~~: :·~ ~.1 • ·.<:;\:;~t)~0.::x~-,~.\/!~~-:~.~. ~t-~i ~:·: .. 291 V4 1 max 615.2752 1 O 1 O 1 ·292. --r:nin· 2'5(M!3.45·, ·0 • ·'':2.-;tj,, ·. · ;;. .·1r<;-,-···_,,,1tt;· ·-.·.<··J1;/·:: 293 2 max 615.2752 1 O 1 0 1 294 mih 25s-.-2:345i_· · . 2°' • tr . ·,-:' f_:·-. . . ~:(ft::-::·. <: '· 'l,' : ' 295 3 max 615.2752 1 0 1 0 1 296 mih ·253·:.23~:f§,. , :2: .,· --0, 1:-, . '' · :-~0--· · · · ·1· · 297 4 max 615.2752 1 O 1 O 1 :2-98. -. 1-·· .m·in ·2s·3;i14·5; -•--_:_ :-/e.::. .. ·=-: .. : .·'d. 1:. · · . -.. df-'_--; .f .. 299 5 max 615.2752 1 O 1 O 1 . s00.· .-:; · -.._ .ti/. · , :-. < ·,r:nfrr· / ·: y;,· ':'253i'2-34'5/i'."--/3:. ~;_\';1QX:.;£q }/·-'·:-Y:?0?·'··.;· ::'-. -,, <. ;Ji-:t ·:: :·~:t;,\\'~h -·: ·. 'f: ;: : ·:·;::_t· :· . · 301 W10L 1 max -252.1128 _ 2 O 1 0 1 ,·31')2': -. ~-':-': .: : : · '::;.:-: ./ · -:~;: • ·: /:-.. -_, ,5 I-:_ffffif.ff i, > -F~:)~4Rt't,f'.=!·2~<%f)tJ:,:'{ ,:;_:,;&1f(!f;i:"•t:1\~-~d0t .. ,i~:::,"?;s~ ;·,1-.1~,.Y/,·, :-·, ?,, ; .• f@t~,~;:-~if.:;_:; i.'.?rlf;-:,: 303 2 max -252.1128 2 0 1 0 1 . <3tl4> ·· · .. · -. ~ , ~ · ~ · ,:-.:_. ·. · ·· · .. ---: .--~ ,: , ,ffiifil~-~ '= :t;_-. ·:. ; ,-46l7l3~2~1t1.~~~~;t~~;;t" ~;tlJj?i;:~~ fI~:t~~;tt,::tif©t~I.f~~{~i:\J:t 1:~'-j~itt i~:_.).~l:t~~tt©t~7Ytt}~~~:;;: ;, ,~~~~Ei 305 3 max -252.1128 2 0 1 0 1 ,3·0a,.. ~. , · ~ :--m ih. · .. · ~467'~ 3-,211:.vl::~ ·!:i:: f.:: :: ?~~~:~-~-~ r:?;r~71~~~t0i.:tr~: :;._ ~~:-:; ~I!t/1¥.t?j· r·~::~~0r~£'.t!s~~\:ittift~ t~ji1:t~i:t 307 4 max -252.1128 2 O 1 O 1 ' 30'8-. _. -~:~~'; .. '·rhih ~ ,! .. :~~-~4'£3'1::32,1,}tt. -~,;·; :: i-;~~r:1:.t~·,.:.:f ?1/' ··:·: ~ltt :·};~GJ~tft.. ·~-:-;r.i!; ~~~:·-~1l~. ~·~ ~::'.:~ ):.~t~\~et·~~~i.r:;~~1~ :~:t.rlf f\~ 309 5 max -252.1128 2 O 1 O 1 .,...-;-.. .. ;3:1tJ .. : . · !.~: .. :,;v'. ·. -.. · · ·-· · . · :, :5 :·_· ~m ii:l\: ·· : :_ .... _:· · -~461~· 32.t/7,f ~ :~-.fl~H ::: f}\~i:\t~~: )l:?t.:,:'_ ... ~ ~~(i0f :(:f[;~~~:1~~:! r;:; ·:1r~,:1~! r·:~;J~i(~·mt11r~~~f~~-; r~:'3 f.{5l1:t~ .~. -=: 311 W10R 1 max -82.8605 2 O 1 O 1 °21'.lf r; \, · .. ,:, . . ·· ·. ·._,,_ ~-: · __ . . . \:, ,.i:fifri2) ::. ·i, :: -l~5!:1'~'fi/3f.l:·[-!,~r:::i~;~~: f;;~'i1f :-..n:_:;·;x: :_,~'..;r-C ·> -. ·. 7 ; ,1t;-t~~r1: '"J,?,~::;:o,;-};\%i.:Sr. :r,,;:_w:-;, .. '" 313 2 max -82.8605 2 O 1 O 1 ::3:1'A:;;; ·; ' ~ .--.::=.~ t~ .. -_ ~:· .!·~~:},_,.;" "'~.,:;.~-·~;! ;, 1 :·-r. :2 t' :; L ~}rl'li}f ~ \: }({( ~~~~~!s;1f·F.i6S3lt~~f;> :t!( 1:~:ti11t/~} :K:-~: j/:)t4t01r~;;:{~;-~~r--.~~~: r. __ fj~Ji::f f·r· . ' \:: ___ :f i!0k!i¥;··~;i;~,:.\~~ :; l.:.~~11/j 315 · 3 max -82.8605 2 O 1 O 1 :~3.1~·5·; :_ · _.-· ·:--~.-~~-·:::_;•··· _·-, . :·,~< ·~~~ ,_·: ··-. ni1n): -,.:i'r-~!_:-·: ~" __ 35:1~.-5~i'3t:)<~:~ .. ,.~, -.}:•7;tt.·."',1l{:C~!~ ... i.Nf©,\\_ ~ ~,c., ~,_J;, ·_\:1f?\./~ }..~.~:~ .. 1(~0~.;:. tef: .... :-..t1~:~:<i;1t . .'.1 317 4 max -82.8605 2 O 1 O 1 . 318 · ·, .r:n'ib ,,.351.563.3<-· ._-.:_; .• :.·~1~ -~,.;, .. ,:.·.'-~-,;Of , .. t>.,.,,_::,,:;· ·1):: -~:t 1-· .. ,--,;';:J,,m,,c:;kf . .'" .. --:;,,,_,.'i!·.~::-;~ 319 5 max -82.8605 2 O 1 O 1 '320.. . min . ,.35-j,'_5·53if< \:_:-~ ', 3K. ;-;,f:/. /.'.\::' _::cf.-:>.:·· ·,·:: c:,.:11'/i r· :\ :Jj~ldt?Ef;/ '.". :i1t ·; 321 V5 1 max . 632.0985 1 O 1 O 1 :::322. .,, · .. ,. · . ;::: · : ·:-::mfft: .. ;:-· __ · .. _.:2sa155~t::ri::sr::1:21JJ2~:It·~t:'i.tt'::~tj~:itfff{:~:,1,~:;·1tt~t:~t0fz:~:,2;;,:Q;i1~;K1: 323 2 max 632.0985 1 o 1 o 1 324 __ , -~ -:-. .-·,"· · -..: :. -'mih . :: ·:.-_ .\25'il.iff5fVt·.:::-3:·:;/:-:·J2;,::· 'i'; ,/::'}tf.-cil':> ·-·.-;,·· · t_.t~'f-:;.:·} 1 .;}\Jf@\"t-;:;·-s1-1t-?<'?ff':·; 325 3 max 632.0985 1 0 1 O 1 ·.3ze. ..-. . . .. · .. :··,:r'_--. _:;';,·x:: ::min--: ,: :<'":. · ~25if&547:f'\ .,, ·· :'.-,:2r::~::~P,~i-:. /0:',,t:::.: ·<~·< ~, ,A.-, :-:_ .:-· .· .,.:to:::;--r<0", ::: :;.:.:%/-: 321 4 max 632.0985 1 0 1 O 1 ·:32a~·: /,»-;: w .;? ·-.. .-~ ·. _.,._: ~, : .. · ~. ·:-{:·,.-_ .. /:··:-: .. "·,m,n·~~-: ~:: ,~.-~1~·:1~,12sa'fs5'Av,: _/&. :: J·, ':•::·rCt:~::.,:r~sj ~-"\>/~_-_f.@11t:i:.~.'i·.~ ;r; /:·Yt·/ __ \~·-:-~/lf.~J;o:,~~-~ ~1. .~s ~_'. __ ··1t.t'-~1 337 4 max . 1177.2578 1 0 1 O 1 ·.:3·38' · .. , _ , -· "'· 7_;:-_ _ · ~..r-:mfr:f .-·. ~--·. . 4a1.,;os~i .. .': :~:.\', \·.JQ~:, -.:: r,::-:f._-~-=: ;.0~?':. .. ;<.'. £ .:11<:: /, .. ,t:;:·~i:0;:\·-~~!-i:~i ~:'.iJli/'. :. 339 5 max 1177.2578 1 O 1 O 1 t.sQfe·:: ~-·, ~-_:-) <. ; '?.:::::'-,.-·~-"-·: ::r:: · · :-.:-·_,, ~j:n'i"n:::; '.;~: .:: -.·_ · ~-4a:1to5;1t~\ .. ;1;-,,1:i: ~~~2l~~ ~'t/11-::'.t:: "'ttt;~}s::>: ·\:: i.':'r.: ·1t.:j ~·:t?::r_:1FEdft;:i:1·~Jt:nr:,ij:~1f 341 · W8R · -1 max I ,,-802.1108 2 O 1 o 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 6 J._ ~ • PR H\/l E Job: ~l v STRUCTURAL Date: __ _j.f~ Ei~GINEEHS Sht: ~ Con:ipany : P~ime Structur.al Engineers " ,l'-Des1g~er : pnme4 Job Number : 2K10-40 JOIST 1 -W/ PLATFORM Checked By: Envelope Member Section Forces (Continued) . 342. 345· 347 349 35'© 351 352· 355 357 .. 35g,.·. Member V4R . ~ ' .. , . -361 W7R " ... Sec Axialflhl Lr. Shear'lbl LC .. _Mo1;r_1,~-~~lb_~i~l LC 2 max -802.1108 2 O 1 O 1 3 max -802.1108 2 O 1 O 1 4 max -802.1108 2 0 1 0 1 5 max -802. 1108 2 0 1 0 1 1 max 604.7846 · 1 O 1 O 1 2 max 604.7846 1 o 1 o 1 3 max 604.7846 1 O 1 O 1 4 max 604.7846 1 O 1 O 1 5 . max 604. 7846 1 O 1 O 1 1 max 2858.0828 1 O 1 O 1 363 2 max 2858.0828 1 0 1 0 1 365 3 max 2858.0828 1 O 1 O 1 .~. ·3RR .'_:mfr1 1'2S-0}32-!f1?:'./ -::.,.:]2, .. ,.-. · .. :,0:-· >0 •• _ _f,:·1;:_·_:. jj;_· . 0.c·f.-_- 367 4 max 2858.0828 1 O 1 O 1 369 5 max 2858.0828 1 O 1 O 1 371 W6R 1 max -1514.6382 2 0 1 0 1 375 '3'1.'' 377 378 379 381 .:382·'·. 383 V3R 2 max -1514.6382 2 O 1 O 1 3 max -1514.6382 2 O 1 O 1 4 max -1514.6382 2 O 1 O 1 5 max -1514.6382 2 O 1 O 1 1 max 540.3518 1 0 1 0 1 2 max 540.3518 1 0 1 0 1 385 3 max 540.3518 1 0 1 O 1 :;:3aa·: :~: . ~-: :.~. t"; :: . -~:::,: -~:;/ · ''. . ,:.~.-:-~. :·:~_ -'.tt ~~-~.:. _l :\·\;ffifn~~J1 :41; r~~-l~i2;l91aosB;~ -tftt?~ ~}: :2¥:~:~; t{&~±~~J{i~~i@J.fi:)~;).::~Itf :i~~1;1~~ tt~i.:lf.~Iif¥dt%fft~tr~:~ tt ;~;ta\{:;·;.;: 387 4 max 540.3518 1 O 1 O 1 389 5 max 540.3518 1 0 1 O 1 391 W5R . 1 max 4530.3081 1 O 1 O 1 393 2 max 4530.3081 1 O 1 O 1 395 3 max 4530.3081 1 O 1 O 1 RISA-2D Version 9.0:0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1-w. Platform 1.r2d] Page 7 J. ~ ConJpany : P~ime Structural Engineers " ,.. DesIg1_;1er : pnme4 Job I\Jumber: 2K10-40 JOIST 1 -W/ PLATFORM Envelope Member Section Forces (Continued) PRlMEJob: 1:f\6~1'0 STRUCTURAL Date:~ f.1r\l(~lMFERS Snt· Y.(;/V 11 V,.o:_ i, .._!,. -r .. "' Checked By: __ Member ~ .. ,., Aidalrlbl LC: RhAarflbl LC: Momentrlb-inl LC 399 5 max 4530.3081 I 1 O 1 o 1 -400 · : .-min{,., -· .. 1·:g_r{3:;E;1j'.,55:,:·::·. ,> .. .;}2: ·. i/ ·: : ill .. ·'·i\ ': ',>f" ,.. ..:_ :"cf. '· .,,t,,.' :f:· · '401 W4R 1 max -2216.7072 2 O 1 O 1 402-:: ·:'·· -·: ·· 0• ·,; • • ••• :· :m'fr.i:-, · :' _:; i;.!50'i:J13~:§6a@rr:::::::.; f:i~M--? '?: ,·,,_\·":cti(1):.::: ·.::; .. '.·:_.~: ;·.: ::1;i'J; :, .:. :, . .-.. ;@f .. · \;::-~ fi .. :f .-·-. 403 2 max -2216.7072 2 O 1 O 1 -4d4 · ·. ·,min', :: : :}sog·s~19vsae//·::'.;f.,-1~-:,;:;;c:.-,~:~:,:~d~::,,'::-:,"/ ,i:·/1h:t~\). · t-:10<'·,;C::·.:1.:;/J;.,f:}fC?-' 405 3 max -2216.7072 2 O 1 O 1 46{5 _ iriirr, ·.,· -;.5()9ff963A · · -.r-.<·:; 10~:.:/ .:·.·:: .. '1t··:, ··.;., ./0~ , .. ·.:~:;";~l;,:· . .-.1 407 4 max -2216.7072 2 O 1 O 1 .)fo8 >·;mfrh _ ..... :.,,,sEr~'i'6i96"3'6~;// :.:·_··~j:,.·:/?";:'·_:,ror·:· .;:.;: .,1;-:·.,:~.-·.-·i_Jtt< _:t:'i,: ·~:,.:;~~ 409 5 max -2216.7072 2 0 1 O 1 41'0 _ min ,,5@9EL9.6Blf _ :,r, ;ti . _. .. -t,·.-·: · ·o.. · .. f 411 V2R 1 max 438.2413 1 0 1 O 1 412' . min · . 1:88:il-1·96: · ,2:· · · · ... _ .. :0 f ·. · 0 . ·1- 413 2 max 438.2413 1 0 1 O 1 .A<l''A .. · .:. -::.:.·. ,. · · ., .. _ ·;: • ,, ·/:.· ,_·"·tt:.;min~·:,:.Y: ;::;~faa\~o/.i-fgs~i}fr::1fJi;Qt-:':i; ,,_-;;--:,7 .. :.10:.-;;J;~':°'i)_··. ;.~",.1,;<:·;. .J-.J,?,i!i, --.. ) ... :,·--:ft:. · 415 3 max 438.2413 1 O 1 O 1 4:fs: · · ·. .. · · · ~,-, · .,_ ·,, :;;~·-,~ ': -.-;-.:;;-·,:rrflh:?;:::··:""?/.:·rs·8~~t1;9t5·;,tt~ ".;'1::;:f2.Ht~~£;~:-f:,:.jt(1:f+I.:'.V:r:-:: r.-:·::,t '~~:J.:/i1ft .. _:;::.:_t/~\nf::·,_,, 417 4 max 438.2413 1 O 1 O 1 -.4:1'8: , :.·:. ·, , •· i ,mirf. ,: ; : . :,·.:;, :·f88~"11:9@::< Z,._:}:: ·..'~~2t::Wfr?;-;;:J"fil~~;:._:i:;,~_~:1 ?'Jfr~/ti ,{ :\~.~\0:f XC:it-.;;:,:"; '.J::; ,y:_ !1'f.~~: 419 5 max 438.2413 1 O 1 O 1 .·4-2@-, .-,-:·.:; . , . ) . 0:-;-Jfifni?,i'.:''/::;;,:/~!satlt1if61!}·-::·,;,f?i~:lI·'~'CI'.'.~?;·~~hl~"-,\f:,!/:i1·:c?t11i1f.'"ff·>;\fr:'>.~0?:::f'.:r:f ':\:t1::~:l 421 W3R 1 max 6244.5776 1 0 1 0 1 4·22 ._.... ·.min ': }26~8.'3406.'.. ···.·,,:,,:,2~ .. , ;/ :·:·:~·-'~(t;_,,;;r?-::,:_·:::F·.''·_ >:''.·Q\. -:T.'.::··'-_..jf.:: 423 2 max 6244.5776 1 0 1 0 1 4Q4 : ;; ,rriin,-· .. :·:· :2't3't'a-i3'4olt--. .. . :. · <2~:: ·,-: ~ ·.> . ;_o\:.: · .. ·::-..: · ·:· _ _-d~-:,; :~< • ,-.-/tciL ...:. .. -:. _· .:h;. ·-·· ~ 425 3 max 6244.5776 1 O 1 O 1 9::4Qe1~ .. -< ~¼.-: -. :. \ · ~t\·? ·~ _ · ·· }/\ _,, -_, :/: ~:·~: ,: _ i?~ r:>rr.li'n~/ .. : \t~:~t\:~Q~ar1a1Ba0si~~t<·r{ ts~~2~t~ 1~/-,(¥.i~ :fat~~:_::;.~ -_:.)J;.· t:~;A11~~t~ ··j ~-:t-. ;~:~~ri0t~-~~~-\~~\-·· Jt/1~ -;. :: 427 4 max 6244.5776 1 O 1 o 1 ·,~42a~,: .-. · : .. : .\. . ·: ·.;/-::~=~--..-~-~~: ·. r _,_,. .:~~~ \:~ ~:··.:mrnt ={ t~>:(.:_:,::2a:1at81406l1;:.?Jt;:j ~Ji;;2~i:~i~¥ft~~~~I~.j~;t>':f~~:~?~1£~~-1j ~t;i~j!~i~l ?;>,~~Jrt~-~ettit:r :;t41 ~1~r ;?1 429 5 max 6244.5776 1 0 1 0 1 430-. _: .·· , irffn--.. ·"' -:_ :2'6¾a134:t:l6,. 2,::: ·;/j2:·,,·;11·'.-.. _4 "o' __ Ji>t7':-.:)1t~~-1 ~:--:r;:··:~:' ..<_:'.":t"":~cF:±1·::,::N~ r1·;r1?:·: 431 V1R 1 max 686.0543 1 0 1 0 1 · 432-, . . · ':·. _ .. : ~hifrt ·_ · :i '._ .-_. · s:20'6Yoe;1:sr: ~ J:1\t [·52fr ·; 0-?1; .--,J~\~0>{;t':\ J;: ;~ r, :,1ti.:::1 ~_:;_ .,;:::;t:.:~f 0:t>,;:2t:;.::: ';·::W;:?:: 433 · · 2 max 686.0543 1 O 1 O 1 43'4 · · .. •· ... ··,: · .,: · tnfi:f''::: .. ". 2b5i'G(5iif5:.-:: ... :::;:· ·.:s2ri.h ',;,;-,:~~:J0r,c· ,; . '0:'~Y.:· i-1LJ"/ :'?·· :;o."·' , .. ,.,. ,:·J,t. , 435 3 max 686.0543 1 O 1 o 1 4-M · : ,,niih. -:20·5yo~t1r5; _:·: ,; :~0,):. ·: .:·::::i; >':0, -... -~-: '.':-> _:11·> .. :-.-_. _,c;i.:. · _ .... .-. J· 437 4 max 686.0543 1 O 1 o 1 .438-· .. -· . -._ ~ '. . .;:~.: :milf :?t:.,_.': ,::,._i205ro6'.1'.5fi':.t.'!:.h:J "if2f;i.lf .:/.,~.;,)fO{ ~-,.: .. :,·_ i1:'.:J~~,,;,,~ <~:.: ~-(t,; ...... ',.-: >f ;::·_: 439 5 max 686.0543 1 o 1 o 1 ~:.:t~·e:r : ·:~~:··::· .=:·, -:~:-· --:. · :· . : .. ~~--~ ·· ~ ··: .. ~· ~-~-~-.~-~-.-'~ .. :;mfrt~: ~: f; __ :··0~:::2-ro5~0aJf~5T,:· -~~ _ .. i \':~4:2:~~~~~ .~·-_,~~:t:·, ~Or'~~~I ·t·,~-t~~ ~·::~_, 1~--~·-··~~ .,, _ r, ·<::~~.~_:@:~ -:.-~-~--~:? ::<~1~ ~k~ 441 W2R 1 max ..,3824.0389 2 o 1 o 1 442·. -· ' · :> :: ·. · _ :' : -/ ::.mrfu. :: , .. ,_\. :,t:/:92t3~q-21fsir. ~11;, :·. ::::ii/-:::i F?'.:fr>'r0H:v, ./.,~~ ::i:: r.'J1:t3? :·: ·F?~'i:(!@It\:)~'.~t-}~f~1tr: 443 · 2 max -3824.0389 2 O 1 o 1 · 4~~~f. -~:~; :: ·.: ~: .'~·:,. . · . min,·:.., !,-.-.'"-'-.;82•23t•12~Bt< ,~~~., ,1 ~--.., :;;1; ~~·( ,,; .. ~~·",,)~;~~v·,i~\Oi:~~,:,· t~;-.~~·:. ~· . .,.\~~::~· -~ ~t:if,-.,~:.:.\:%0~ .. _.-,=-,· .:_._~,1-·l~· J,:::.;.1¼~:~ 445 3 max -3824.0389 2 O 1 o 1 446,. ,,. .. . . .~. tnlh -. _' . -· ~~92·23·:t246:·. ~--:~_._:::: --: .\f:· ·:-~ . _---~ .. -~·.or ·:-:~r,:_ ;~-: . :·1f. ~:,:-,··.·~:··?:\Cf~----~ ·:-~: · ;:~,i~--··-=. 447 4 max -3824.0389 2 0 1 O 1 448 mi11 :. ,.; .. 2922'3·;,7246: · -' ·1.: : : · · : :o:-~ · 1\? '. ·_y· ·':;0/ .. ·. , ·1-"· 449 5 max -3824.0389 2 o 1 o 1 :4'50 .. , '-,. _;·_ '.:_ ., .'fnib-··0 "··;,.-~92'2'.3:~7.Z?fBt··T;::,, ·~1;,,..-,>.;,:::~-< ::of :'J(?'·<f,:::.;,, : .. ;-\,.'·'.iOii:c::,:· _ .-.1':-,,.J; -.;., 451 TC5 1 max 14512.2187 1 337,-938 1 2251.3376 1 Jf5zc~ _,, ... : , -...:·-, -'(·::-_:: _.:,-,,~?:, : ·:: _-·,: .·: .. , .,,_: ·:·:mrir-·_ . ::: .. }1:ci ~:84!:'9'3'8'aL :::-~.::,1 t':;2-f'.:"\ x·1;;~:21'J~~·@5·gnr::1,:: ::21?,. ,:_ . -1me'8Ytz:1~1;i,) ;, :::.-2~,/" 453 2 max 14512.2187 1 221.938 1 571.7094 1 · 454·: ·· .... _ · ·, r · : . · min-.. ~: . tb1'B4\9Ma::..:·-.;~;.:1>..t2·.:'¥ t",\1-e·s~i4'6'~s}t~:;/ :·.j2·i;..s: ~;./s.tta'at,:tW§lt, ::·:., :?,.'2~ "-' 455 I 3 max 14512.2187 1 105.938 1 -227.0813 2 RISA-2D Version 9.0.0 [\.,.\ ... \server-d\dwgs99&2ks\2010\2K19-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 8 ·-, .·----. .. ----._ ! .• Co~pany : P~ime Structural Engineers ... Des19ner : i:,nme4 "' Job Nbmber : 2K10-40 JOIST 1 -W/ PLATFORM Envelope Member Section Forces (Continued) P FU M E Job: ~'-t' S1RUCTURAL Date:_:r.jJ~ l"''lf'"'""'l"f.' (\ /. e_/_Q, 1:1\i\.:lir.Jttr'\,::i Sht: .7 ~i:£..,. Checked By: MAmher ~.,,. Axialflbl LC Shearflbl LC LC :4:15f.i_.-,-. · · • · ,~ ":<, .:'· · -,s: -· · :· · ··.: ,mifr: .·:-~i~· ~ro~:a1!)J9·3·8a~i~/(.~; ~Y121\ .,: fij:~4'Ef;;:1fssg?};'~\ip·1~~: 1 ~'.i _,_ ·i~-·}t ~-:: 457 4 max 14512.2187 1 7.4669 2 -388.8824 2 ABB'.: .. . . . ...... ~':; /::r'rlih . ''_ :. · ·, :1:0~/B/!i'.,i93"8·a~?.:::<, :?_ ·tiV:::, :'.'!'!,:;;· ,tl0'.~0'Ei2tY' 2 \; :::--:'Ji"~} ~:-~-)~g§,~§1am1':: :., :: >1· .... 459 · 5 max 14512.2187 1 -44.7831 2 -255.8419 1 . 460. · • ;, . )'ni'~1 ·: ,: 1:0;1:84~~i38'8:\=1; '''. > :::2t0 ·j ;,:-}#IJ,4;311%'2'8'6'{.',:_ '. ·; · t·-f'l'/i::;!'29"0t'ift8~1:3?~' .:· ?\12! : ·:: 461 TC6 1 max 14512.2187 1 231.597 1 -255.8419 1 462 .min· '1:0Js4':-fJ3·8a--: · .2, .. :.-... :a·s·ts:a·gr;,. ';~ :,,2(-}/ ;-)2~r0i\dtaB'6\,·:.c _jf.·. 463 2 max 14512.2187 1 89.097 1 -626.7593 2 464 .mir':l' . ·1:018419388, . :. ·: ·2<.: ·, .. · .. '1t6;6$85: .. ·. ,,:,,::t .:., ~, --'~i.1~~1}i~9'2'A:~F,' . : f . 465 3 max 14512.2187 1 -32.2165 2 -610.0851 2 ,-4'fi6 · · miri: · • ·1'01:BJH93°fl8-· ·.it ·. J53)403· .. ;: ·, · >·f ~1r32"5'?6'0'6~¥; ~ ' .. ·. 1\ 467 4 max 14512.2187 1 -91.0915 2 -240.1608 2 46'8, · min 1'0~'84:'9388 2, . ·--1,.9·s~903/ 1. ..57~ktrss·5 · · l 469 5 max 14512.2187 1 -136.7165 2 990.4958 1 .470 . ... . . , _ min 1:01:84:93'88, ,,,,• ,' ·. ,;~, ,,:, ~.:. ·.-~32-CJ}i.366~,., ... ,1:. .. ;_~5(5\i5frJ§0,:_, .. ,.k;2'; 471 TC? 1 max . 19277.4854 1 288.7576 1 990.4958 1 . :-4,t,2·' .. . : : ~-, ·· ... , _ . ·. ·mlrf. '· '-· · ·:wt22~1;:z5'0,7t< -~<itp:,:t2r~·«-': :c:;::;."W:l'A~9'9'9~r~~>t:1,·<.1{~:,,'. '''14'5ENs%!3t>;;:;'3t, ,:~:-?@Y·)1. 473 2 max 19277.4854 1 172.7576 1 -116.4831 2 4:7.¼-. , . . . ···. · , ' ... :, mir-v-··· . · ·_ :· ->:r2,224.;zs011,•:, r,'.\1 ~;·, )[~#ii \V ;:~im-glga1~iJ.~l ~t~Eii ir~;~~·ga{:0~s'atf.~ it%f;/ 475 3 max 19277.4854 . 1 56.7576 1 -455.4798 2 47.i:f imi m·· .. : ·. .:· '12'22;:r.:2507 :?; ~ ·" 1·\~.:.~~ii :}~.-:'. ·;135~;9''.~J'g~;·t?' ?~I2f~-! /tt1'.@B"'Zff59!5ijQ!:,'.; :~Flle:X'i 477 4 max 19277.4854 1 -2.0006 2 -560.4765 2 .4VB , . : , · ,, . . min, · :". '.·;,1222.:1:}2501t,t·,, -~:=~'.2UPtL:'.~59}2$iR'i$?'.~~::,.if'";;,f t,~1:0i?fb'~1't41t:v'?~-~::1r<.: 479 5 max 19277.4854 1 -41.0006 2 -371.6866 1 ,:a·sm.:, .. ··: ... : , . . !min: -_ )~> :J22'2$;2i5o!i,;,:'" > >>iat00' -t,.A~}7,;5~2~2~1;;: <\1,·.·./1 ... Xi:4S~t4ff'S~f~:i, i-:i,2~;:f.,,1 481 TC8 1 max 19283.7242 1 195.0457 1 -277.6676 1 , :48'2 .. , · · · . · : ., ,.~ ·., · .. r. · , ., · '.mrn~ .. :.J.f< :::ir2-225f91,,a3ip/:::r. ;:J12::'}'.f ~~t8~4'a1@".iitft · .. :;It "l::?iJ;f! t?tr~@'9'e:5ts·assl?r. ~·· '-.Ff-i2~~t· 483 2 . max 19283.7242 1 79.0457 1 -561.6631 2 4'84· .. . _: ',:;' ·_, . : . ·,::·::: . Irnfn': ?::··::":':.,112:226!'.9'7-13~-·Y',.;.~; i-::t2(,i_;·;:j]!.(:~:9Jil~'.6%fE:\t:'-'f;2/:/ ;J;i~;(l)g'°'9':J9~1:af:: :,;,:~:;1°).;:/'1 . 485 3 max 19283.7242 1 -29.9833 2 -498.7632 2 -4s's . ? -~ ,, .-.~ _., .. · . :· .. · , :, . ·:'.:rrifi{.·.:: .c-·. ·, ::t222e19,t2s:· :. '.'f;;'.' ·.':_·;:;{K:4 ::~;:;;;3af9'5it3C .:: C:11'.I2 ~!::::t'.1;2tra~:t116'.'{1::7::~ff:--:':·: 487 4 max 19283.7242 1 -68.9833 2 -201.8632 2 488 .-·: · , :· .. ·.·:m,n~ r-, '. .. .12226:~W23f\·,:·t--.",, :"2: ~·-·.::>~·ws:tiiB\!fd __ ·-,:::::~·:i/'.::!Q;,El'56Ja9'dK::::·cf~ :: 489 5 max 19283.7242 1 -107.9833 2 609.2356 1 :.490. -.-.: ., .. -0 •• ·, • • • ; :::,, -· ,,;m'ffr -·" .. '"j~222t:W9.o/.2BF<: .. : , · -,_-:2'.>) t1qt2as~gsast _~,, :tt1:-::~:i K: .1@2ffi'06'6:t t >: ::-.}~:f 491 TC9 1 max 22439.6715 1 329.5758 1 609.2356 1 '.J1:rA'2' · -· · · · · · :-· '1 ··.:min, · <. ·:1:-s592i::a·5i1-3; , .,:z::,~·,1--.,r:~tsrif16's;i-~:·i.-::-:. ·:2-,:):-: _;;;,;3~s-:tlfst31·.: .. :--;:;2/ ·. 493 2 max 22439.6715 1 171.5758 1 -399.6104 2 -494,-: · '·miil ·.-.-. :, ·-· t1e92::,3-s4et · ·· :: ,. ·'.z!-;;: >{,-/a<ir:1tg~:2"r:, 'i; '· · .:z·: . ; \ ·. :~s'l=l'4~211is:1< : :. ·J1. ·. ,, 495 3 max 22439.6715 1 15.6912 2 -705.2575 2 ,,4Q6~: . -: · -· · . ·_ .. :; . -;m]fi ,. : .. ·.;_. ·:_'.1'3692f:3'/,~3·t,v;:~, C;,:z-;i~:·\/i:;1i3ef5-f1t=If3i:.:l:',/: 1,::-'.·d~ti,:C:·ti.1¾'.iir@Y6ft38t;i0fi~:J:>!t:~:'i/ 497 4 max 22439.6715 1 -54.8088 2 -587.9045 2 ;4gR; ,. _ . -, · ·: :. :. · ·r· . :. t ":;, "l·' · :.:=-·., : ·: ---~,:;: !mfnf-.:, r~r1:a:a'6§2fa·s-;4:31t~~ii:~ ~ir:.Q'if:1:: ~r~~:tt~~tff2i42~lJ~iit1.·ijt:t;tatt~;'if0~l~)2s!D1~; ffii~1:-r.t/ 499 5 max 22439.6715 1 -125.3088 2 283.4168 1 500,· "', . · :. , · . ; ' > · · · . ." 1 ';':'fnin~, _·.; :::•,r::,~:as9'1~e·5:43:~:;;'::C-, .; r.:2f~~; ttJ1ts52¥-424·2ih) t:;t~iZJ!S-!:t;;;:~4"iJ~sW€i'.iiiif?: 1{:f2~ ~\ 501 TC10 1 max 22439.6715 1 312.851 1 283.4168 1 5't)2 · -··.:rr1ih, .,, ,_ 1:a692'i3s41a'i: · : . /f , · :tt .;:: .;i?ls1~~~§2s~f::.:,~ / .\2)\i' ti,? %~1:rs.s>ffa'.·<t1"r«; 11\tarr; 503 2 max 22439.6715 1 154.851 1 -603.6055 2 ,50·,11;. : ,; lriht-.:,," . . :-,1i3Ef92l35'481i ··; _ ,.i :: .. ii2,::: :, :}!:fi5?%:4Q-57. ?·?<'-· :·2ti;i ~ ·A~M:g,:;ea·g,i_:/:. '."'.J'1'.'. ·.: 505 3 max 22439.6715 1 -3.149 1 -736.6595 2 :50ff · . . . , ',foih-: ,, ,~-: ''.:1\3692,-3'5~3: . .:::. ,J,:-\2<\,::~?:.;,;.iJ'1tfotJa:3f;'":;:_ :;:i;2\c-:_';,1f~,57$, .. 1,§~\7f'~:.i:.~:f, '.~ 507 4 max 22439.6715 1 -83.5743 2 -446.7134 2 :t·os·-: . , · . . ... . . .. · . -~dnih: · _i::_,.: , ~._;_,_rae92::ss:43r; , ::): t.~:;;,a;;r:; (;;~;i-{W6~f;'.;n:~~t \+ ;;~ .,; ~isn1 ~. i'~*'·;j·si1if9c>0sk) l ::Ir:;:·; 509 5 max 22439.6715 1 -154.0743 2 358.9937 1 ~5'.1~0} . ·: .1 _ · ./-;_ · ~ :·. -. ··, :-',,;?:. ~ L'_--.~-r_.;.: -~'. :··\;_rfilriif: fr;/:\~~:ff3692l3~5if~~~:}:1~~:; 1~,J-I2~!-~} :}x£1~~3;119\11~Sti~l;~:~; t~~(;jtiiKi41 fJ\~t~66f~'3'2J.~l~·~::f ;};~li.{; ·511 TC11 1 max 23560.4603 1 316.0362 1 358.9937 1 5:1-2 .. ; ; ,rnih, . '• , ... 'i:.:.,:1'426%?53'i3'3C '.1:t: i:2{ ), ; 'S:~:5'Qt:9satr:L:i t;: >2~''. i1,:,t:26'6t'1-2321t':\~}~1,g/tCS RISA~2P Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 9 .. --..... , J ~ Company : Prime Structural Engineers .. Designer : prime4 .. Job l'Jumber: 2K10-40 JOIST 1 -W/ PLATFORM Envelope Member Section Forces (Continued) - PRIMEJob: ~to~p STRUCTUf~AL oate:-jh~ r~ /"<f.f!i. k"r\"'t-'\ 1 ) r::11!011-;i;•t "'\','"l <::-,11t· 'C-/;. J; c,. .. .....,11 •· 1,.,,1 I., 1..,,,. .. -::!'...j,, Checked By: MP.mh0 r !'.'.:o,-Axialflbl LC Shearflbl LC Momentrlb-inl LC 513 2 max 23560.4603 1 158.0362 1 -440.0793 2 }5~f4;_ ·. ,i:· -. _.,-. ", ,·. .. ·. \: \'_ -~ ,:· ·'·_ . · -'.~:: :m1i:i1: >· _ :--1f426iff:'5's's'@\ .. {.: ~··:} L -;Qf ;;TJ;,_lfa2t.1if68Wi£r · :. ~: ;~::< :' -2~S1(Cil'6Bt!22'5Si X .. i~1t, ; 515 3 max 23560.4603 1 11.9687 2 -723.3913 2 ifi:6-' .. -:min-. 1'A2'67\5'3'$'£;/t;'°'i 1(':12:: / '.\'f~}i03fJ2f/ ::··:. -~ ' =~·'h:·,,; < '.:Y~isBt;1J*i'0'sf{f ::; '111/ ~: 517 4 max 23560.4603 1 -58.5313 2 -583.7033 2 51'8 min t4267~5-a8B';_ .:: ·:_:_:i/'':. ·)k~i5~il(9et8a: +.: .. : .,,;1I@63\'6:5'8QC~: .. ;,1~. '· 519 5 max 23560.4603 1 -129.0313 2 358.1245 1 .'5?.n .r:nih 1'4'2E1715-e83'-.. :Jt · ... --:.;3;1r5i§@est ·-·'·'.·f: ·,, .:·::.~1i:16~1f5-3"" · __ ·i:;~2:: . 521 TC12 1 max 23560.4603 1 316.1347 1 358.1245 1 :522 ,.rnfri . _:f4·2S7.f538tL .... : : ·._:;tt "'c. \ -rH29t52'3B:. · ... : . ··2--... : .. _ --;~:,mJ\1~5-3f. '\ ··.~t. 523 2 max 23560.4603 1 158.1347 1 -586.6554 2 :,·s·24·: . . · . min:. · j·i4-'2s7\518G'i, .. i,. ,,,: ->;::2-: .. : 1 J''As9x023'@,~ ~: :';1: · :.:22: : ; . , -~:~1@~41f:fa:l!ir'' ---t ·, 525 3 max 23560.4603 1 .1347 1 -729.2955 2 : B~f6', ' -. . ·: .. : "' · :-;' , : . . . :":: 1 • .'r.n'ih' ·,. . "f 4':26o/.rst3'8@'.ft,:·r: '.:..':f-2{1;\'~~ ,~~.,~~i@J4%E3'W/~. ',: . ?22i:I; i-}":'.1i§3~9f:4°~2~i{~ ~--:_J:: <- 527 4 max 23560.4603 1 -81.9767 2 -448.9356 2 s2it,, , · , .\ · = -1 · • • _ ·=::':: ·.'" ;:rffln/~1 '.':' ;_" :,,w;4~s:1{s3a~lf t~ii;: :~2l~:j ~)1{Wi,1\5Jt.:fassat§~1 :fi:Jfi&~ii: t?;,f~rW@1ii'ts'00""si~ {f¢!ij{:,,~ J 529 5 max 23560.4603 1 -152.4767 2 354.8908 1 · 530. -" · ·., ·. ,_/· · ':·.: ::' ,: :' . 'mir+ "~'. .:, : ;-: ;;f426if:~6i'38'?3'? :t-fat?J;2Plf ~; ~~s:i:~~1ir5V8'ff§G\ilk,'! I,f 1W~l r~,1,~fii%{~2ff3;1t~,=i ~1;ii2C:& 531 TC13 1 max 22586.2518 320.4767 1 354.8908 1 ,5·32, . ·:r ; ·' . ' .... ~,:: ( ·· :f;f.1ln:-:.: '. . , :.n1:39~Y81:7l911~f P-: :.\ r-: ,}j?,;,t/;f.;fs'A'r4'0'EfsYr1J! . .-: /lti<\:i f~,J:i2'5~~¼2if3~'~: tf/t21Lt 533 2 · max 22586.2518 .1 162.4767 1 -460.5148 2 i.5::31. . . _ :--, . j ;'· :min. , , · · ., : · '1f3°9't:rav~1g'.f:4r;~-'·. fr r:i2t r: _; \!'cfa~t;gtfe'or::\?~, }:21-?:: ;\:4r0sa;i~rs@01Ei1 :,,,,:;1r, : 535 3 max 22586.2518 1 13.4065 2 -752.454 2 n,aa:: .. .. . , __ .,, ;, , .. :.·,. ·:.: · . .. :' -,mrfr;·::. ;,·: 1::3·emf,t.§~1T.t,,· :-:·;n:it:,--~1' ""\.:;;4:4.:zer:<: > .. ·;-·1c>i·:·:,_4f59~;s2gai--:");;..;1:> 537 4 max 22586.2518 1 -57.0935 2 -621.3931 2 1•'.5'aI3:i ; ,_.-.:t:, · _' _ ·; ·?:Jt., ·,:: }f:,: ",:.', .. · , r: "': • ,,;;fi'iJ'nf·:· C', :::,1~}3'§mat1r9W2f.L~)?,~~i ~~-2;;1{1i1~(-~,t11s,.31s2:a~I~f; ;,:r/Ji?~; r)i.~~t1"1av;ft§8'@·sff;;' ',:t,t1t? /) 539 5 max 22586.2518 1 -127.5935 2 247.4504 1 :541,-, -·· . ., · ~_.·,_7 .. • · · ·, _.: .. ·:mifr _ 1-390'2;:f9'.1w--· ~· ·, >zp;:r·.· ··;xiB\1'>~;;s2:mr···-:: )?~1"":.,·· _ .. __ -. ·,'s'7i2n-2:2xA:,;:·:9:,,~.;; 541 TC14 1 max 22586.2518 1 293.2613 1 247.4504 1 -542 :-. : . mfr:i-_,' _ i1:390'fE~;g1f"4~, ·::: --·:U-:f2t>r;;??1t1~9':t-'t'.,'t9'2.f,,;;1f:?:J::z,~fa f:\:;~6t't¥S~3'2Q;'§J~~i/tJ.2:/~) · 543 2 max 22586.2518 1 135.2613 1 -574.5074 2 . s4:4 \ -:---min, : _ :_ .-113908\{f9'f¥'.·~<-'.i DJQ~:~; r.~r149~~t92i]t:.f, t12i1J. 1;0.:t:'i1?fifssi1;1j-z111tH ;;:'-~-~~~zt--~\ 545 3 max 22586.2518 1 -21.2208 2 -658.6826 2 ~s.46,. · · . .<>mlfl: · , ·. .::;,1rt9©B'i~l9~'At:.'.:::~ ',; f~21t1f )?.t~~22!,qi3a:t,:it:.::: ~?1fftm~i~t3risfs's€i'w."? i~t1l: 1 547 4 max 22586.2518 1 -91.7208 2 -319.8578 2 i·B,:H~ · , . . . _ , :>·' .. ' · ; -_ · .. :' ~-,m'i'r.1-/ : .: \ :: .. '1539f1Rf~1i9'.ir4'i.·t.:?'. i..:~~2:f?l ~1.f-~ti:fmi].rt1a:t/'.J :'rr?!.1f,/ ;.::z/"41;]'51i2753't ,,X< '::·_ ~1::,: ' 549 5 max 22586.2518 1 -162.2208 2 793.1792 1 ;.:55'€):>.· .::' ':=°: ;;. "1-,,. ,:':. ;i, , :·. ·?:lf'. '. _-: .. ; , .·. '-~; )m/ifii~i: :·: , ··>:-1-1rastmt~1g;rr~~;.-f.)1} fi~2:f~:ii f~;~:;£l;3'68f7;38i7.-lf?ii)~f ('1;E~ r;~~;i'.ffift.rSiff-;;;;~;.::i t'.;[2$K,~ 551 TC15 1 max 19614.5235 1 351.567 1 793.1792 1 );5;52, , ~ .\ ··¥ . · ~ ~~ --~ .... _ \ ~ ·:= ·< ~fitiri~~ ~ _ · · .. ~ .'_ /~·.26.f3i0~~1:.:{·.~~,~t~ ~.ff2i"f?~) ~~·~_11~8~:,i~f©~~f:?~~~! ~.~?W¥:~t ~t1?~~:a.~~fi9~~t~i1~~t:, i.~f2tii;1 553 2 max. 19514.5235 1 193.567 1 -353.2736 2 ·5·54_ ,::, ... . · .. ,.. . . . ., · · .. : _· :_ ·rmn ... : , .·=-;·:I2Blsi;0e-~it~?\·t: ;.;:.,12tf:~ !f,i{/gv,J29'0r1i: ";t-) ;~: ,:2t;;:i1 tt~s~~1:2~Q:gl~ ;1xm::;:.tt -555 3 max 19514.5235 1 35.567 1 -725.5143 2 ~.55·5 . . .. _ : .-: _'. _ .. ·,; > . · . . .... . ..:m'rh . '. :.· : :. :A2~':f3(0617:ro/:1'.:J'·:;;;/:~~1iJ.i tt,lZ;t2'6\tt'9'.0;ff?,~1 ftI:2r;:~t: r-:.~i:ii5~~f@24'9'.r¥~~ i~L!l'.'l~ 557 4. max 19514.5235 1 -43.7099 2 -674.7549 2 . s·58': _ -, , · , . · mir.t . ,-n'2Msf0s.tX: ,~:.-: ,:6/Jz::s ;1 ifir~;t1·i2:2f4e'3i; :· .. ~· ... .,: -1~;.~;j\1k~i2"6'§{0211 .:r1 ;:--: A·'.-=. 559 5 max 19514.5235 1 -114.2099 2 -60.4291 1 .i.:iBc:i . . . ·.tni'n· 1:2e:f:tn'&tv--. ·_. : ·:'.:.2r,:£· ';\;i2'8tVif3tf"·: ; .. _, ~-1,~ ". '.·>:J20:0t~fe'6Ei:i0·r ':·. li .. _:._.·, 561 TC16 1 max 19514.5235 1 259.9188 1 -60.4291 1 1-(5·5rc ,-. --~: '. :_, i <..:./ ::':~ :;;· .·: :. • :.: ,:; :, ,rr\h;:, ··. -'":=,:\·,.1~6;f~f06;%:t,t, · __ ,1~ ,f\i2\'.i.~ ~·~/'.'.i1:cJ5;i59'97.;:\0 '; ;';:j~z~';f!! _ ::i;2©'.©~i:i'956t·?:·\ ;.;/'if: --~ 563 2 max 19514.5235 1 101.9188 1 -623.0935 2 0564' ·;_-;; , ., : · >t · ·, ... :::< ... · miri .. · --t:tMS·1(iYS,t:t;;. ;, ,l', · i124~::'..i'\):.f!.3'5\'.@'99.7i,);;,~;.:ia2t:~:;:,::l',!l;;1Jf5}:942;;}:'.jf;;:~:~.~-;., 565 3 max 19514.5235 1 -35.4003 2 -622.1915 2 --, :·555· · ·_ . --:·\ ,m1h --:·: 1:251'3::CY6tt"-:'. /_':,:,·./Jtz!tt,fj·:->\W56!©Btt~1./.:,~;-;;,s,i, 1l;~i;;,1 ;·::::~11ZBB1'A5l4""'9)ti11f:-:~1'f;~t~ 567 4 max 19514.5235 1 -105.9003 2 -198.2895 2 :. 568:' ... , min-,· . , . ,_j:£613c:0'6-7,%>:.·:';:.:: \::t2t1f!!~ f'.;;;:;.J'Z1~1f0'aYft2f~/ :\ )Jti~'I::: i,;.{:~·4t2i@6i'%~l~{/ z:::;:r -·: ~: 569 5 max 19514.5235 1 -176.4003 2 1285.5192 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 1 O .. Corl'lp.any : Prime Structural Engineers .. Desigl'ter : prime4 Job l'Jumber: 2K10-40 JOIST 1 -W/ PLATFORM Envelope Member Section Forces (Continued) 571 ·512 573 574 575 576 579 .Md 581 582 583 584 587 588 Member TC17 TC18 Axiafflbl LC Shearflbl LC Momentflb-inl LC 1 max 14361.2816 1 378.2914 1 1285.5192 1 .2 max 14361.2816 1 220.2914 1 -203.4954 2 3 max 14361.2816 1 62.2914 1 -632.6033 2 4 max 14361.2816 1 -34.232 2 -638.7112 2 5 max 14361.2816 1 -104.732 2 -209.4746 1 1 max 14361.2816 1 184.5327 1 -209.4746 1 2 max 14361.2816 1 26.5327 1 -514.2449 2 3 max 1.4361.2816 1 -57.0124 2 -383.6707 2 4 max 14361.2816 1 -127.5124 2 734.9368 1 5 max 14361.2816 1 -198.0124 2 2945.7406 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 1.r2d] Page 11 1' Section:Section1 & PRIME JOB, l~ A_ STRUCTURAL DATE: b EZ'~~ ENGINEERS SHT: : Section Properties: y Number of Shapes =2 1.056 Total Width = 1.056 in i---0.591 ----et-0.464 --i Total Height =1.414 in l l--1 J(J )( (), /11~ Center, Xo = 0.931 in Center, Yo. = 0.00 in 0 I': tH et<\t-. X-bar (Right) =0.464in 0 X-bar (Left) =0.591in y -J Y-bar (Top) =0.707in i;t·-:· X Y-bar (Bot) =0:707in 11 Equivalent Properties: Area, Ax = 0.631 in/\2 Inertia, lxx =0.0413 in"4 Inertia, lyy = 0.0331 in"4 Inertia, lxy = 0.000 in"4 Torsional, J = -1.000 in/\4 y in/\3 Modulus, Sx(Top) = Q.0584 Modulus, Sx(Bot) = 0.0584 in"3 Section Diagram Modulus, Sy(Left) = 0.056 in"3 Modulus, Sy(Right) ::0.0713 in"3 Plastic Modulus, Zx · = 0.000 in"3 Plastic Modulus, Zy = 0.1181 in"3 Radius, rx = 0.2557 in Radius, ry = 0.229 in Basic Properties of Shapes in Section: Sh. No. Shape Factor Width Height Xo in in in Equall 1 1.00 1.00 0.73 Section 2 Solid Bar 0.750 0.750 1.020 Additional Properties of Shapes in Section: Sh. No. Shape ·J Sx Sy Zx in/14 in/13 in"3 in/13 Equall 0.00E+OO 0.0226 0.0226 0.0438 Section 2 Solid Bar O.OOE+OO 0.0405 0.0405 0.0691 ~ ,,. 71, lf 10 ·, 1\. O. (,>I -:: fr-/ /::-7 _fk. L....-.--1 f 5~ /1(1,.C- f!>I.--'I, i,,.,. Yo Ax lxx lyy in inil2 inil4 in/14 0.00 0.1942 0.0164 0.0164 0.000 0.4368 0.0152 0.0152 Zy rx ry in/13 in in 0.0438 0.2901 0.2901 0.0691 0.1864 0.1864 ,y ,. ;::-\) ~ ,, •I ~:) "S:;~ ~ ~ 4-l ',( Y., ()Q ()() .... --.. ~ ''! -a,, \:)0 ':e -'J .,t,., ~ J) <...---~~ -4 ~ II ~ ,.lf l ~ ~--(!) 0l j '=fl " ~ " X. t --~ '0 If \1 ~ ~ 1 ~ fi ~ IQ· 11- ~ -1 . ----~ \ l;_. i ~ (6 X -<~~~ ~ i ~ -~ -ll_ ~ ~ ~Cf' ~"' ~ ~ <:: J::,, r r-- 11 v, X. ('V 00 1\ ')<" '"Ii 4 C, ~ ~ (~ 1, ~ ,1 ~ ~~ C) 0 ·ft- ,~ ,.if ~ ~~ Lll-1XIYJX012& "· ~ 11-'" ~v~ ~\) "' •' "''ff ~ ,;t~ ,t }·'-------------------~--' "" .... ~ I'- Wld ~.; ;~ <B11 A~!!¥.. ;:;., ~u ¾2 ~ ~hb 7~~ ii~" 7c JS;:.~,s LoadsLC4,0•E RKUbforLC1,D+l Member Axial Forces (lb) """" Prime Structural Engineers prime4 2K10-40 GIRDER @ LINE C BET 7 /6 Apr 1, 2010 at 9:51 AM GIRDER 2.r2d rn c..~ . .,,,,. --i ~~2 :;:;;: (.~ = ......... -. i of ) .-----~~ i~ (/") ::r ,.... ... -l· Company Prime Structural Engineers Jk PRIME JOB: 2K10-40 "~ STRUCTURAL DATE: 4-01-10 ~ ENGINEERS SHT: ?t.~'I ARr1,2010 9:02AM Designer prime4 Job I\Jumber 2K10-40 GIRQER@ LINE C BET 7/6 Checked By: Envelope Member Section Forces Q.,,.. Avjal[lhl LC Shearllbl Lr. Momentrlb-inl Lr. TC1 1 max 20550 4 0 1 0 1 2 ,.· min. 3 2 max 2"0550 4 0 1 0 1 ·4 .. n1mi •. 5 3 max 20550 4 0 1 0 1 6 . .:.· min: 7 4 max 20550 4 0 1 0 1 8 m·in 5 max 20550 . 4 0 1 0 1 min 11 TC2 1 max 28732.157 4 39.885 4 0 1 1·2 · . min 13 2 max 28732.157 4 39.885 4 -113.487 2 14 .mfoi. 15 3 max 28732.157 4 39.885 4 -226.974 2 lliiri' . 17 4 max 28732: 157 4 39.885 4 -340.46 2 . 1'8 .rr\in .. · 19 5 max 28732.157 4 39.885 4 -453.947 2 -mm 21 TC3 1 max . 28732.157 4 -3.613 2 -453.947 2 . 22 :min 23 2 max 28732.157 4 -3.613 2 -432.269 2 .-.24 · min . 25 3 max 28732.157 4 -3.613 2 -371.513 3 26 .foin 27 4 max 28732.157 4 -3.613 2 -235.549 4 28 · .. ,min 29 5 max 28732.157 4 -3.613 2 244.32 4 .. ,m-in . 31 TC4 1 max 47012.724 1 62.143 4 244.32 4 32 min 33 2 max 47012.724 1 62.143 4 -501.399 4 . 34 . min 35 · 3 max 47012.724 1 62.143 4 -724.964 2 . 36 . · 1min ; 37 4 max 47012.724 1 62.143 4 -903.83 2 -M·· ... r:nin- 39 5 max 47012.724 1 62.143 4 -1082.696 2 40 ,min .· 41 TC5 1 max 47012.724 1 .939 2 -1082.696 2 .42 '-, . .:mm 43 2 max 47012.724 1 .939 2 -1093.96 2 44 min 45 3 max 47012.724 1 .939 2 -1105.225 2 46. min 4 max 47012.724 1 .939 2 -933.425 4 _:. ·,mih: 49 5 max 47012.724 1 .939 2 -331.714 4 ·.50' '•" -min 51 TC6 1 max 67091.621 1 51.237 4 -331.714 4 . 52 min 53 2 max 67091.621 1 51.237 4 -946.562 4 .. 54 min 55 3 max 67091.621 1 51.237 4 -1072.115 2 56 f . rr1in RiSA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 2.r2d] Page 1 -,· A PRIME J0B:2K10-40 /Ir£ STRUCTURAL DATE: 4-01-10 Company Designer Job !'lumber Prime Structural Engineers prime4 2K10-40 . GIRDER@ LINE C BET 7/6 ~ ENGINEERS SHT:_~ A1x1,2010 ~ 9:02AM Checked By: Envelope Member Section Forces (Continued) 57 58 59 60 61 TC? 62 63 ·64 . 65 66 67 68 69 70 71 TC8 72. 73 74 75 .76 77 78' 79 . so·• 81 TC9 82 83 84 · 85 8'6 87 .. 88 89 91 TC10 ·'92. 93 ·94 95 96, 97 I 98 99 :1'00. 101 TC11 'jfl2 ' .---, ;·· ... ·,, '. 103 10.:1- 105 106 107 '~08 111 TC12 112 113 <>M Axialflbl l(~ !=:hearflbl LC Momentflb-inl LC 4 max 67091.621 1 51.237 4 -1044.296 2 5 max 67091.621 1 51.237 4 -1016.476 2 1 max 67091.621 1 56.606 1 -1016.476 2 2 max 67091.621 1 56.606 1 -1294.616 2 3 max 67091.621 1 56.606 1 -1572.755 2 m'in 238f2.'811'8. 2 ·-21.2B. 4 -4§8'H583 1 4 max 67091.621 1 56.606 1 -1850.895 2 5 max 67091,621. 1 56.606 1 -1724.041 4 min 2381-2:818 .2 -2'2-.23 4 -5939::632 1 1. max 69051,729 1 15.63 4 -1724.041 4 2 max 69051.729 1 . 15.63 4 -1896.23 2 · 3 max 69051.729 1 15.63 4 -1663.425 2 4 max 69051.729 1 15.63 4 -1274.318 3 5 max 69051.729 1 15.63 4 -829.875 3 1 max 69051.729 1 39.259 3 -829.875 3 2 max 69051.729 1 39.259 3 -1032.952 2 3 max 69051.729 1 39.259 3 -868.09 2 4 max. 69051.729 , 1 39.259 3 -703.228 2 5 max 69051.729 1 39.259 3 -538.366 2 1 max 52278.867 1 32.468 4 -538.366 2 2 max 52278.867 1 32.468 4 -578.28 2 3 max 52278.867 1 32.468 4 -618.195 2 4 max 52278.867 1 32.468 4 -658.11 2 5 max 52278.867 1 32.468 4 -698.024 2 1 max 52278.867 1 30.824 2 -698.024 2 2 max 52278.867 1 30.824 2 -1067.918 2 3. max 52278.867 1 30.824 2 -683.851 3 4 max 522713.867 1 30.824 2 -287.109 3 5 max 52278.867 1 30,824 2 109.633 3 1 max · 29775.981 4 31.439 4 109.633 3 2 max 29775.981 4 31.439 4 -23.572 3 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 2.r2d] Page 2 ., & PRIME J0B:2K10-40 N~ STRUCTURAL DATE: 4-01-10 ~ ENGINEERS SHT: PC!! Company Prime Structural Engineers Designer prime4 ARr1,2010 r' 9:02AM Job I\Jumber 2K10-40 GIRDER@UNE C BET.7/6 Checked By: __ Envelope Member Section Forces {Continued) 114 115 1.1:6 117 H8 119 '120 .. 123 124 125 t26. 127 ·128- 129 1'30 131 f32· . 133 137 138 139 1'40 141 1'.42 143 1.44 145 151 · 152 153 155 1:§6 . 157 159 161 't52'· 163 164 165 166 161 168 . 169 f70. Member Sec Axialflbl LC Shearflbl LC Momentrlb-inl LC 3 max 29775.981 4 31.439 4 -156.778 I 3 I 4 max 29775.981 4 31.439 4 -289.983 3 5 max 29775.981 4 31.439 4 -90.376 2 · TC13 1 max 29775.981 4 -2.054 2 -90.376 2 2 max 29775.981 4 -2.054 2 -67.782 2 3 max 29775.981 4 -2.054 2 -45.188 2 min 8606,53·1 3 -'3\il-:573· 4, ~760('597 4: 4 max 29775.981 4 -2.054 2 -22.594 2 5 max 29775.981 4 -2.054 2 0 1 TC14 1 max O 1 0 1 O 1 2 max O 1 0 1 0 1 3 max O 1 0 1 0 1 4 niax O 1 0 1 0 1 min 0 "1. . , _ .,.(i: . 1--:(), ·.: 4:. 5 max O 1 0 1 0 1 1 max -11936.701 2 30.561 1 0 1 2 max -11936.701 2 30.561 1 -208.238 2 3 max -11936.701 2 30.561 1 -416.476 2 4 max -11936.701 2 30.561 1 -624.714 2 5 max -11936.701 2 30.561 1 -832.953 2 1 max -22204.051 2 10.87 1 -832.953 2 2 max -22204.051 2 10.87 1 -921.07 4 2 3 max -22204.051 2 10.87 1 -1009.196 2 ~~' . 4 max -22204.051 2 10.87 1 -1097.317 2 5 max -22204.051 2 10.87 1 -1185.439 2 BC3 1 max -25399.009 2 1.237 3 -1185.439 2 2 max -25399.009 2 1.237 3 -1139.045 2 3 max -25399.009 2 1.237 3 -1092.652 2 4 max -25399.009 2 1.237 3 -1046.258 2 5 max -25399.009 2 1.237 3 -999.865 2 I RISA-2D Version 9.o;o [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 2.r2d] Page 3 A_ PRIME JOB: 2K10-40 A STRUCTURAL DATE: 4-01-10 JfiZ1~v;;;J.:, ENGINEERS SHT: 1?C7 Y Company Prime Structural Engineers Designer prime4 AJJr 1, 2010 / 9:02AM Checked By: Job l'Jumber 2K10-40 GIRDER@ LINE C BET 7/6 Envelope Member Section Forces {Continued) 171 172· 173 175 .f't6 · 179 fBO -- 181 . 182 183 . 1'84 187 'f88. 189 193 . 1=9'1-. 195 1.96 197 . 198 199 _ ,;200. 203 207 209 210 211 -212 ·213 215 217 21'8. ,. 221 223 224 225 226· 227 Memb<>r BC4 BC5 W2 V1 W'?. W4 ~0 " t.vialffbl LC Shearflbl LC Momentllb-inl LC 1 max -21578:048 2 .216 4 -999.865 2 2 max -21578.048 2 .216 4 -986.095 2 3 max -21578.048 2 .216 4 -972.325 2 4 max -21578.048 2 _ .216 4 -958.555 2 5 max -21578.048 2 .216 4 -944. 786 2 1 max -15264.489 3 -11.522 2 -944.786 2 2 max -15264.489 3 -11.522 2 -708.589 2 3 max -15264.489 3 -11. 522 2 -4 72.393 2 4 max .-15264.489 3 -11.522 2 -236.196 2 5 max -15264.489 3 -11.522 2 0 1 1 max -10778.557 2 0 1 0 1 2 max -10778.557 2 0 1 0 1 3 max -10778.557 2 . 0 1 0 1 min .:29352 · 1. . :o ·' · f '.0 · · 1 · 4 max -10778.557 2 0 1 0 1 -min _ · ~2-9352 · · · 1, · -· ... it . ·. ', · f,'. .iO. _ 1•/. :~;, · ·1 5 max -10778.557 2 0 1 0 1 1 max -14.421 2 0 1 0 1 2 max -14.421 2 · O 1 o 1 3 max -14.421 · 2 0 1 O 1 4 max -14.421 2 0 1 O 1 5 max -14.421 2 0 1 0 1 1 max 23969.598 1 0 1 O 1 .min 8il96Ji32. . 2 :·: · _:0.· . .. : ·, _. 1: .. :b: L 2 max · 23969.598 1 0 1 0 1 3 max 23969.598 1 0 1 0 1 4 max 23969.598 1 0 1 O 1 5 max 23969.598 1 0 1 O 1 1 max· -6825.604 2 0 1 O 1 2 max. ~6°825.604 2 0 1 0 1 3 max -6825.604 2 0 1 O 1 4 max -6825.604 2 0 1 O 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\20-10\2K10-40\RISA\GIRDER 2.r2d] Page4 £_ PRIME JOB: 2K10-40 N1u STRUCTURAL DATE: 4-01-10 ~ ENGINEERS SHT: Pt1l Company : Prime Structural Engineers Designer : prime4 Apr 1, 2010 1 9:02AM Job Number: 2K10-40 · GIRDER@ LINE C BET 7/6 Checked By: Envelope Member Section Forces (Continued) ,228 229 231 .Z.32' · 233 234 235 236 237 :238 -239. 240 241 243 245 246 247 248 253 -254 255 '256 257 258 259 '260 261 .262 263 .264 265 266 267 268· 269 271 272 273 .274 275 -276. 279 280 281 .282 V2 W5 W6 V3 W7 W8 Sec Axialllbl LC Shearllbl LC Momentllb-inl LC .min -1'9325i852 1 6 · 1: · · . 0-· · '1: 5 max -.6825.604 2 0 1 0 1 min -l9325~s52 · > . 't · :: ·:€f _ -1'.. · · :o: ·r 1 max -13.967 2 0 1 0 1 2 max -13.967 2 0 1 0 1 3 .max -13.967 2 0 1 0 1 min -112'..286 4 'O. 1' 10 1 4 max _-13.967 2 0 1 0 1 5 max -13.967 . 2 0 1 0 1 min. -1:1'2.286 . ·4· O· t 0 1- max 19450.962 1 O 1 0 1 2 max 19450.962 1 0 1 0 1 max 19450.962 1 0 1 0 1 4 max 19450.962 1 0 1 0 1 5 max 19450.962 1 0 1 0 1 1 max -2144.158 2 0 1 0 1 2 max -2144.158 2 0 1 0 1 min -731 o.1"Ci7 .1--.. · · .<. iff_. ·1, .1.. · 10:.. . ·1-. -= 3 max -2144.158 2 0 1 0 1 4 max -2144.158 2 0 1 0 1 5 max -2144.158 2 0 1 0 1 min ~1310.10;{ ·f .. __ ,-:,ti;·.· 1· ·-c:r :· ·_,:, )1:_: ... max 43.137 1 0 1 0 1 2 max 43.137 1 0 1 0 1 .3 max 43.137 1 0 1 0 1 4 max 43.137 1 0 1 O 1 max 43.137 1 0 1 0 1 1 max 7262.304 1 0 1 0 1 2 max 7262.304 1 0 1 0 1 3 max 7262.304 1 0 1 O 1 4 max 7262.304 1 0 1 0 1 5 max 7262.304 1 0 1 O 1 min Q'ff-4.069-2' '!O · · 1 · · .:o> · 1' max 4649.88 1 0 1 O 1 2 max 4649.88 · 1 0 1 O 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 2.r2d] Page 5 "- Company : Prime Structural-Engineers A_ PRIME JOB: 2K10-40 N~ STRUCTURAL DATE:41-~ ENGINEERS SHT: t-ARr 1, 2010 9:02AM Designer : prime4 Job tllumber: 2K10-40 GIRDER@ LINE C BET 7/6 Checked By: Envelope Member Section Forces (Continued) 285 286 287 288., 291 292 293 .2-94 295 29n 297 299 301 .302 303 305 '306 307 ,308 311 '3l2 313 _ 317 .31'8 319 -320 321 .322 323 325 327 ';328 · 331 333 334 335 336 337 341 Member Sec 3 4 5 V4 1 2 3 4 5 W9 1 2 3 4 5 W10 2 3 4 5 V5 2 3 4 5 w11 1 2 3 4 5 W12 1 max min max max min:· .. max .min max min max min max min max .. min max mih, max .-'niin.· max -min max min max ··_·mih max rriih max .. ir-fih max :t:niri,,,' ,, max min. max -min max ,. _:min, max __ :m'in max max · ;min. max .min· max min max min max min max max min __ max Axialnbl LC Shearflbl LC Momentflb-inl LC 4649.88 1 0 1 0 1 4649.88 1 0 1 0 1 4649.88 1 0 1 0 1 90.598 1 0 1 0 1 90.598 1 0 1 0 1 -46,588 4 0. 1 .;tj; 1 90.598 1 0 1 0 1 -46:m:i'8, 1 . 4. ·-Ii:. 1' ·o · ·1- 90.598 1 . 0 1 0 1 90.598 1 0 1 0 1 --·4'6:Ms . ,4,._: · :io:. -· 1: ::o, . , : . ,,1'. · -752.878 3 0 1 0 1 -752.878 3 0 1 0 1 -752.878 3 0 1 0 1 -752.878 3 0 1 0 1 -752.878 3 0 1 0 1 17574.712 1 0 1 0 1 17574.712 1 0 1 0 1 17574.712 1 0 1 0 1 17574.712 1 0 1 0 1 17574.712 1 0 1 0 1 2703',67·1 2. . _., _ .. : O': _ 1 . _ . io: \.-J' - 27 .498 2 0 1 0 1 27.498 2 0 1 0 1 27.498 2 0 1 0 1 27.498 2 0 1 0 1 27.498 2 0 1 0 1 -2728.706 2 0 1 0 1 -2728.706 2 0 1 0 1 -2728.706 2 0 1 O 1 -2728.706 2 0 1 0 1 -2728.706 2 0 1 0 1 27167.949 1 0 1 0 1 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 2.r2d] Page 6 -t ~ ~~ PRIME JOB: 2K10-40 ... .. STRUCTURAL DATE: 4-01-< ,, ~ ~ ENGINf ERS SHT: flt 1 Company Prime Structural Engineers Apr , 2010 I Designer ~rime4 9:02AM Job !'-lumber K10-40 GIRDER@LINE C BET 7/6 Checked By: Envelo!J.e Member Section Forces (Continued! MAmber SAC Axialflbl Lr. Shearflbl LC Momentllb-in 1 LC B42 niin 1.0'6tt6:1'M 3 .·,O ,. 1; 'b': f ' 343 2 max 27167.949 1 0 1 0 1 344 ·min. 1'1:)626·::fs-;1 ·3· ::o: 1· ·0, '1; 345 3 max 27167.949 1 0 1 0 1 346 niin 10626.:ts·~, 3 .Q 1' 0 1' 341 4 max 27167.949 1 0 1 0 1 . 348 .'niih, .. 1'.06213~'1:5t _:3, ,,,. ~-·'..· !~k .. ·*· :,0, ~-~ : · .: ~· ., 349 5 max 27167,949 1 0 1 0 1 <3"50' .min '10626:f5'i!.' ;3 ; .. tl, . '1 .,Jl 1-., - 351 V6 1 max 59.335 2 0 1 0 1 .352 mih -66:0J:t A _l;f :1. '0' ·t 353 2 max 59.335 2 0 1 0 1 354. min -66,ot2. 4. '0 1' 0-· t' 355 3 max 59.335 2 0 1 0 1 .. '.356 -i'Tlirt. --66',0f:i( 4-, ; ··o: ~;. ,;0~ j; 357 4 max 59.335 2 0 1 0 1 :~58 mk1 -6'!3',0::1:2:' .. ;~'. ,·. {(.j; ·1· .. -,0:, 1:. .. ,", .. ., 359 5 max 59.335 2 0 1 0 1 ·aBO. rhin; -66;0l2:. :~i:<·: . , \01 . ;· .1-.. -:or:,,. : . "o1'.. 1, ·.,.-: .. · ... , 361 W13 1 max -11937.847 3 0 1 0 1 ~36:2' ... min.:;".,'.: .,:3'064'5~,t4;f~.· '.0 ,···:.h:_::; , .. -:··-~:a·:::_._:-:-·-: ':·_.1'.~ . .,. -:tt ~ . ~, . :t ' s .. ;,,. ,; 363 2 max -11937.847 3 0 1 0 1 ::3'64: ·-min -3tl6451;14~l-:·1; ·.: :; :·. \· ,; :O:' ··, .. i: .. -1' 'ff -:.. {,. ,1: , , 365 3 max -11937.847 3 0 1 0 1 ·366, mir:i .-366;45; 7'41. j' jj'-: ·'1: .:o. J .. . .. 367 4 max -11937.847 3 0 1 0 1 ;:368 ·min. ,,;,306'if5:14~' ,._. :~--Jo:. ·1: . : \El(.:: ... C:, 1:-·"11·, ,., 369 5 max -.11937.847 3 0 1 0 1 '37-0 :mrn -30645~7:ltf 1; ·,; ~.: ,iQ ,, ·1: ., ' -'(:)\. ' .. ,, . :~} ·., RISA-2D Version .. 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 2.r2d] Page 7 A PRIME Job: 2-rl~-.'-fo STRUCTURAL D~te: t..f{ l 0 ENGINEERS sht: rc.·7~ I SJI STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC) (ASD -ALLOWABLE STRESS DESIGN) Description: GIRDER@ LINE C BET 7/6 CHORD PROPERTIES: TOP CHORD: LL 3.00X 3.00X 0.313 Chord Gap = 1.00 in BOT CHORD: LL 3.00 X 3.00X 0.250 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Rz S.top S.bot Top Chord 3.560 in2 0.922 1.647 0.589 3.495 1.416 Bottom Chord 2.875 in2 0.930 1.633 0.592 1.153 2.954 Q 1.000 PANEL CHECK TC Interior TC Interior CHORD DESIGN CRITERIA: Panel Panel Lx = Length corr.' to Rx in plane of joist = 48.00 in 34.00 in Ly= Fixed at 36" per §103.3 = 36.00 in 36.00 in Lz = Length corr. to Rz of joist = 48.00 in 34.00 in Filler= = NO NO Axial Force, P = = -69052 lb -29776 lb Panel Pt, M = = 1724 in-lb 90 in-lb Mid Panel, M = = 1896 in-lb 67 in-lb Kx = (for Fa see Table 103.3-1) = 0.00 0.00 Ky= (for Fa see Table 103.3-1) = 0.00 0.00 Kz = (for Fa see Table 103.3-1) 0.75 0.75 K = (for F'e see Table 103.3-1) = 0.75 0.75 Max KUR= = 61.11 43.28 KUR Check= = OK OK ALLOWABLE STRESSES: Cc= ~[2·TT2·E/(Q·Fy)] = 107.00 107.00 Fa =1KUR s Cc: Fa= (1-(KUR)2/(2·Cc2)]·Q·Fy/[5/3+3/8·(KUR/Cc)-1/8·(KUR/Cc)3] KL/R >Cc: Fa= 12·TT2·E/[23·(KUR)2] = 22528 psi 25363 psi MP Axial, Fa = 22528 psi 25363 psi PP Axial, Fa= 0.6·Fy = 30000 psi 30000 psi Bending, Fb = 0.6·Fy = 30000 psi 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHJ:CK: Axial Stress, fa = Axial Check = fa / Fa s 1.0 fb.bot = Bending Check= fb / Fb s 1.0 fa+fb:; Panel Pt Chk = MID-PANEL CHECK: fa= P/ A= = M / S.bot = = (fa+fb)/(0.6·Fy) = (fa+fb)/(0.6·Fy) s 1.0 = P/ A= fb.top:; M / S.top = F'e = 12TT2·E/(23·(KURx)2] = Cm =1End Panel: 1-0.3·fa/F'e __ · Interior Panel : 1-0.4·fa/F'e = Mid-Panel Chk = fa/Fa+ Cm·fb/((1-fa/F'e)·Q·Fb] = Unity Checks 1.0 = -19396 psi -8364 psi OK OK -1217 psi -64 psi OK OK 20613 psi 8427 psi 0.687 0.281 OK OK -19396 psi -8364 psi -543 psi -19 psi 97869 psi 195062 psi 0.921 0.983 - 0.882 0.330 OK OK f-Y \'.$,Tl Ni; TC End L Panel 42.00 in 36.00 in 42.00 in NO -28732 lb 113 in-lb 340 in-lb 0.00 0.00 1.00 1.00 71.29 OK 107.00 20698 psi 18628 psi 27000 psi 27000 psi -8071 psi OK -80 psi OK 8150 psi 0.302 OK -8071 psi -97 psi 71904 psi 0.966 0.437 OK TC End R Panel 44.00 in 36.00 in 44.00 in NO -29776 lb 90 in-lb 67 in-lb 0.00 0.00 1.00 1.00 74.68 OK 107.00 20054 psi 18049 psi 27000 psi 27000 psi -8364 psi OK -64 psi OK 8427 psi 0.312 OK -8364 psi -19 psi 65516 psi 0,962 - 0.464 OK BC Interior Panel 96.00 in 96.00 in 96.00 in NO 725401b 30000 psi 25231 psi OK 25231 psi 0.841 OK 25231 psi 0.841 OK .?1irl1?6tl-?Ile- t-Jc> ~~Ft¥~i,,1r.;1--~ ex,t:Ji D ~ 100215 77MM1 -· ~·-I I _, ~ = I 'I "' • ... N I -20550II 73.S _. 7 '9 1JN14 LoadslC2,0+E ResullsforLC1,D+L Metrw Axial Forces (II) Prime Structural Engineers prime4 2K10-40 .715S65 •7a5601 GIRDER @ LINE C BET 6/5 fX I ~-n,J 0 41 Jl '[;:6--/L c, !2---· .Oo ~/JF ~ 'o ~ Apr 1, 2010 at 2:25 PM GIRDER 4.r2d .<, .,. .. PH IM E Job~.!:.: STRUCTURAL Date:jt ENGINEERS sht: µ11. ~ 7c l ~~ ~ 0 ,, ~ ,, ~ ~ r--.... V' ~ ~ -x; i ~ ~ "' ...,., ..__,., ~ 1t ,, ,, ,, C) ;:,. '-S' + _j '7 ...,,:i C> "' .._) C +~ ~ t:) ~ ~ j z. ~I ,--.., ~t; >-~ _.J c.'\ ~ ~ l \.J -J", " ~ '0 ~ I i I;'> -+ ~ L r-;) ~ '\J C ~ ~ 1 ~--::3 .-.;? 0 (i' ':t.., t.. ...:::i C, ~ ~ c::,, ---,, ~ ~ ~ ~ ~J "-J ~ ' .\-~ LI Xlt.<X0l7& ~ \ \.) ~-v ,, ,, ,\ V ~ ~ ~ \)-) ~ ~ ~ v1 ...,,. ~ 1\ I"-p<, ·-;,c. OQ-C'> ~ (1() ..,. ~ )\'. >«_-)c: ~ i' ~ ~ v ~ t.1' ...__ --, "~ \' I\ ,, <1 -\''°' N ~ ~ ~~·~ \,j ~ ' ~ 1 -0 ~ ~ r ~ f '! "' q 0 ~ s: ('-. ~ ~ ~ t:. ~ ~~ If' ~+, ~v ~ ¼:-~ ~ .s: c;, ~ ~ 1® {;-'stlf "'"(9 -._I LI XIYX0J2!1 "' q ii;, "b6 <!:::: ~ ~ i'° \\ .~ ...,.., l' ; ~ LI XII-X0125 "" ~..!. ;i-., "' '!;$ q LL2X2xt),11b 4.:. <. _7} ;o- <<~-1;, ..i:: ~ ... "' .. ., <i: .,. Comf>cJnY : Prime Structural Engineers PH IM E .Job: -zKl ~..,Y:" STHUCTURAL Date: "1[ib . 1~i9:1~ Silt: ..f£J.i . ~Designer : prime4 Job l'Jumber: 2K10-40 GIRDER@ LINE C BET 6/5 Checked By: __ Joint Reactions (By Combination) LC 1 1 2 1 3 1 · 4 · 1 5 2 0 2 .. 7 2 . 8 ' '2 9 3 1:0 3 11 3 1:2 3 Joint Label N13 ·N2 Totals: N13 ·N2. Totals: OOG.flnt. N13 'N2. Totals: .COG (in): Member Section Forces · 1 3 5 -6 7 ·-a 11 .1:2,; 13 1:4 15 1:6 19 21 22 23 Zif .. 25 31 ·:3'2. 33 35 37. .38·. 39 40- LC Member Label 1 TC01 . T.602. TC03 1 1 TC05 1 TC06 1 TC07 1· .. . . Xflbl Yflbl 0 23137.92 0 53801 20550 9965.259 20550 23790.75 MZ rJb-inl 0 · · -0r· 0 ~ ' .. . , ~ ··,~Gl.' · .. . . ' . ·3?:50. ·JTa9til~\,,,..·!_-;-;-... -. _,..,,._,_:1---,------,-,-. ,..,,,_;~,.,.,y-. ----1 -20550 23790. 75 Sec Axialflbl Shearflbl Momentflb-inl 1 0 0 0 3 0 0 0 5 0 0 0 2 30357.112 6964.294 -10446.441 4 30357.112 6964.294 -31339.323 1 27834.973 -544.637 -41785.763 3 27834.973 -544.637 -15643.187 5 27834.973 -544.637 10499.389 2 64298.404 316.548 6700.813 4 64298.404 316.548 -896.338 1 64298.404 143.073 -4694.914 3 64298.404 143.073 -8128.675 5 64298.404 143.073 -11562.436 2 77804.092 -210.896 -9031.689 4 77804.092 -210.896 -3970.196 1 77804.092 231.185 -1439.449 3 77804.092 231.185 -6987.89 5 77804.092 231.185 -12536.331 2 69658.716 -179.159 -10386.422 4 69658.716 -179.159 -6086.603 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 1 PR! MEJob:2J--1°~':!.':' C'TpU1'·1··LJRflL D , . , rf (O ..;1,1· \, 1 1\r. a1e . ....t:LJ1..';:.. .,_ Company : Prime Structural Engineers ., Designer : prime4 ~~9tt~~~~Sht: (?Ero_ Job l'Jumber: 2K10-40 GIRDER@ LINE C BET 6/5 Checked By: __ Member .Section Forces (Continued) LC 41 1 43 44 45 47 48 49 50 51 1 52 53 54 55 '56 1 57 58 59 61 1 62 65 66 1 67 69 70 71 1 73 74 77 ta. 79 80 81 1 '82' . 83 'j3J',_; .· - 85 87 ,88.'' 91 1 92 93 94 95 .96. 1 97 Member Label Sec Axialflbl Shearflbl Momentflb-inl TC09 1 69658. 716 32.154 -3936.694 3 69658.716 32.154 -4708.382 5 69658.716 32.154 -5480.07 2 41784.289 -74.271 -4588.823 4 41784.289 -74.271 -2806.329 TC11 1 41784.289 63.569 -1915.082 3 41784.289 63.569 -3440.731 5 41784.289 63.569 -4966.379 2 22934.488 -118.247 -3724. 784 4 22934.488 -118.247 -1241.595 TC13 1 0 0 0 3 O O 0 5 0 0 0 2 -52263.776 . 29.12 -698.874 4 -52263.776 29.12 -2096.621 BC02 1 -76556.532 6.305 -2795.494 3 -76556.532 6.305 -3098.154 5 -76556.532 6.305 -3400.814 2 -78560.129 -4.095 -3302.527 4 -78560.129 -4.095 -3105.953 BC04 1 -60521.147 -8.004 -3007.667 3 -60521.147 -8.004 -2623.466 5 -60521.147 -8.004 -2239.266 2 -22934.488 -46.651 -1679.45 4 .,22934.488 -46.651 -559.817 W2 1 -38512.163 0 0 3 -38512.163 0 O 5 -38512:163 0 O 2 I 3356.742 o o RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 2 ,.. Company : Prime Structural Engjneers ~ Oesig'her : prime4 Job ~umber: 2K10-40 GIRDER@ LINE C BET 6/5 Member .Section Forces (Continued) . 98 99 f00 '. 103 1:04 105 107 1.09 110 111 1'12 113 115 -116 119 121 122 123 1.24 127 129 135 1:36 137 139 . 143 145 146' 147 148 149 f50'. 151 1'52 153 •-1'5A·1 Member Label W4 .t ws:--· 1 V1 W6· 1 WJ 1 W8 1 W9 1 V3 1 W11 Sec Axialflbl Shearflbl Momentflb-inl 4 3356.742 0 0 1. 32512.554 0 0 3 32512.554 0 0 5 32512.554 0 0 2 . -16017.014 0 0 4 -16017.014 0 0 1 -173.475 0 0 3 -173.475 0 0 5 -173.475 0 0 2 16314.472 0 0 4 16314.472 0 0 1 . -1660.391 0 0 3 -1660.391 0 0 5 . -1660.391 0 0 2 442.081 0 0 4 442.081 0 0 1 1006.218 0 0 .3 1006.218 0 0 5 1006.218 0 0 2 11846.985 0 0 4 11846.985 0 0 . 1 211.313 0 0 3 211.313 0 0 5 ·2 3:. 4 ,' ', .:5_ 1 .-·.·,t 3 . ···4 211.313 0 0 -12161.288 0 0 -12161.288 0 0 24937.083 0 0 24937.083 0 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 3 ... Company : Prime Structural Engineers PRIME Job: ~.JJ,O-lfl STfWCTUf-iAL Date: __jfJ!l_ •· Designer : prime4 Job Number: 2K10-40 . GIRDER@ LINE C BET 6/5 . 1~,~~cERS s_ht: {E'ir· Checked By: __ . Member Section Forces (Continued) LC Member Lahel 1.55 1:56 1-V.4. 157 159 161 1 W12 162 163 1'6.4 165 1-66. 1: W13 167 168 1'69 170- 171 1 W14 179 1'80 181. 2 TC02 183 .1i84. 189 191 2 TC04 1.92 193 1:94 197 ~1:98: · ., : ·. ,. 199 i-'200... ·-; .. . 201 2 TC06 ·202 203 205 206 2. TC07 207 .2CY8 209 · ·.2-f0 211 2 TC08 Sec Axialflbl Shearffhl Momentrlb-inl 5 24937.083 0 0 2 137.839 0 0 4 137.839 0 0 1 -25087.4 0 0 3 -25087.4 0 0 5 -25087.4 0 0 2 22973.022 0 0 4 22973.022 0 0 1 -32494.555 0 0 3 -32494.555 0 0 5 -32494.555 0 0 2 0 0 0 4 0 0 0 1 13757.578 3085.409 0 3 13757.578 3085.409 -9256.227 5 13757.578 3085.409 -18512.454 2 -8026.083 -244.128 -12653.383 4 -8026.083 -244.128 -935.241 1 8257.419 110.361 4923.83 3 8257.419 110.361 2275.171 5 8257.419 110.361 -373.488 . 2 8257.419 118,304 -1793.138 4 8257.419 118.304 -4632.438 1 13882.858 -153.853 -6052.088 3 13882.858 -153.853 -2359.62 5 13882.858 -153.853 1332.848 2 13882.858 157.098 -552.329 4 • 13882.858 157.098 -4322.683 1 9853.144 -130.953 -6207.861 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page4 PR I f,/i E: Job: ~ ~ ~ Comprny : Prime Structural Engineers · Designer : prime4 _ Job Number: 2K10-40 . _ GIRDER@ LINE C BET 6/5 irRLJf'TJ 'FWL . If/ 1D h '20-~ er Dare: ..:::r.µ..;_ ~CR~HRS Sht fll e> eckea"By:~- Member Section Forces (Continued) LC; Member Label Sec Axialflbl Shearflbl Momentrlb-inl 21'2' 213 3. 9853.144 -130.953 -3064.989 2t4 ,215 5 9853.144 -130.953 77.882 216 2 TG09 217 2 9853.144 62.678 -674.258 21'8. 219 4 9853.144 62.678 -2178.538 220 221 2 TC10 . 1 -2444.58 -77.52 -2930.678 222 223 3 -2444.58 -77.52 -1070.205 224 225 5 -2444.58 -77.52 790.267 ·2tta, 2' TC1·1. 227 2 -2444.58 52.15 164.471 228· ;, .. 229 4 -2444.58 52.15 -1087.122 230 .. 231 2 TC12 1 -10662.251 -40.784 -1712.918 :!z-32:-•,, 233 3 -10662.251 -40.784 -856.459 234 235 5 -10662.251 -40.784 0 .236 2 '.f.C.13: 237 2 0 0 0 ·2a8, 239 4 0 0 0 :·.24'0' 241 2 BC01 1 -23507.962 9.882 0 · 242·. 243 3 -23507.962 9.882 -474.33 ,2:44: 245 5 -23507.962 9.882 -948.66 :246' 2 so0·2 247 2 -34105.674 2.995 -1020.547 248· 249 4 -34105.674 2.995 -1164.32 250 . 251 2· BC03 1 -34411.14 -1.533 -1236.206 252 253 3 -34411.14 -1.533 -1162.623 ·;254, 255 5 -34411.14 -1.533 -1089.04 :,255·,_. 2 ·-:.:sc04:; 257 2 -26180.016 -6.225 -939.64 :258. 259 4 -26180.016 -6.225 -640.84 26@.· 261 2 BC05 1 -9887.749 -10.238 -491.441 .262· · 263 3 -9887.749 -10.238 -245.72 .264 265 5 -9887.749 -10.238 0 266· 2· ,W2 267 2 -17453.376 0 0 '.268- RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 5 ·'S •.. Con,pqny : Prime Structural Engineers "Desigrier : prime4 Job r,;Jumber : 2K10-40 GIRDER @ LINE C BET 6/5 Member Section Forces (Continued) LC 269 271 2 273 274 275 277 '21-·8 279 280 281 2 282 285 287 .2°88· 289 ·290 291 2 292. 293 294, 295 299 300 301 2 303 305 306 2 307 sos· 309 311 2 313 315 317 318 319 ·.320 321 2 '322' · 323 32:4. 325 Member Label W3 W4 W5 W6 V2 W8- W9 vs· W10 Sec Axialflbl Shearflbl MomAntflb-inl 4 -17453.376 0 0 1 1641.893 0 0 3 1641.893 0 0 5 1641.893 0 0 2 14618.782 0 0 4 14618.782 0 0 1 -7053.105 0 0 3 -7053.105 0 O 5 -7053.105 0 0 2 7.943 0 0 4 . 7.943 0 0 5 . ·::7;9~::s: .. -. . · ·, . .-·.,·--JD· -~---· · .. --:·:o:_,:. ·· ·: ... 1 7051.503 0 O 3 7051.503 0 0 5 7051.503 0 0 2 -435.452 0 0 4 -435.452 0 0 1 310.951 0 0 3 . 310.951 0 0 5 310.951 0 0 2 -28.904 0 0 4 -28.904 0 0 . 1 5334.285 0 0 3 5334.285 0 0 5 5334.285 0 0 2 193.631 0 0 . 4 193.631 0 0 1 -5620.605 0 0 3 -5620.605 0 0 5 I -5620.605 o o RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 6 PRIMEJob:r ~T~~CWRAL Date: t 0 . e~~YiJrrns sht-..t_{fr,;;-· ~ Company : Prime Structural Engineers 1 Desigfler : prime4 Job 1-::Jumber: 2K10-40 GIRDER@ LINE C BET 6/5 Checked By: · !-·- Member Section Forces (Continued) 326' , ,333 334 335 336 337 338 341 :3.42· 343 345 346 347 348. 349 ·350-· 351 352' 353 . 354 357 ,358 359 360 361 363 .364 365 :,,366,· 367 369 370 371' .372 373 374 377 37:8. 379 LC 2 2 2 2 2 3 3 3 3 3 3. -, !;.·_ •• :·:_-... :_.-, .. Member Label \/4 W12 W13 TC01 TC03 TC05 TC07 Sec Axialflbl Shearflbl Momentrlb-inl 2 10746.565 0 0 4 10746.565 0 0 1 129.669 0 0 3 129.669 0 0 5, 129.669 0 0 1 ,-1:0936,;-986 0 b 2 -10936.986 0 0 4 -10936.986 0 0 1 9914.236 0 0 3 9914.236 0 0 5 9914.236 0 0 2 -14009.382 0 0 4 -14009.382 0 0 1 0 0 0 3 0 0 0 5 0 0 0 2 13596.569 3211.103 -4816.655 4 13596.569 3211.103 -14449.964 1 33060.135 -247.736 -19266.619 3 33060.135 -247. 736 -7375.276 5 33060.135 -24 7. 736 4516. 068 2 49261.043 172.65 2444.27 4 49261.043 172.65 -1699.326 1 49261.043 17.534 -3771.125 3 49261.043 17.534 -4191.945 5 49261.043 17.534 -4612. 765 2 54881. 755 -45. 777 -4063.435 4 54881.755 -45.777 -2964.777 1 54881.755 47.376 -2415.448 RISA-20 Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4. r2d] Page 7 P F1; IM E Job: 2J5JE.:1° <'""r'l' lr'·ri '!"\Al .. , 1 r,, o v I l"\l,1., .Jr\ • Uate: -++J.- ,__ :i-Con:ip_.any : P~ime Structural Engineers :~~~~ffP(S Sht: _/!:~le. Designer : pnme4 Job I\Jumber: 2K10-40 . GIRDER@ LINE C BET 6/5 Checked By: Member Section Forces (Continued) 383 . 3'84. 387 ·saa· 389 ··390 LC 391 3 392 393 394 395 .396 3 399 ·Abo· .401 3 403. ·4b4 405 406 3 407 408 409 411 3 '-4·1,2. 415 4~.6 3 .417 418 419 421 3 425 427 . .428 429 430 431 3 432 435 ,4'36··· .3 437 ,.a3's:· · 439 :·· : Member Label TC09 tcto. · . -...-... , .. _,_., TC11 TC12 .TC13 BC02 ··::.·' ...... , ... BC04 Sec Axiafflbl Shearrlbl Momentflb-inl 3 . 54881.755 47.376 -3552.473 5 54881.755 47.376 -4689.499 2 50853.884 -21.187 -4435.255 4 50853.884 -21.187 -3926.768 1 50853.884 -45.324 -3672.525 3 50853.884 -45.324 -2584.75 5 50853.884 -45.324 -1496.975 2 38555.232 21.458 -1754.476 4 38555.232 21.458 -2269.477 1 38555.232 -.389 -2526.978 3 . 38555.232 -.389 -2517.645 5 38555.232 -.389 -2508.313 2 30418.881 -59.722 -1881.235 4 30418.881 -59.722 -627.078 1 0 0 0 3 0 0 0 5 0 0 0 2 -23490.399 16.811 -403.462 4 -23490.399 16.811 -1210.386 1 -34125.833 1.418 -1613.847 3 . -34125.833 1.418 -1681.912 5 -34125.833 1.418 -1749.976 2 -34435.916 -2.364 -1693.238 4 ~34435.916 -2.364 -1579.762 1 -26198.129 -1.305 -1523.024 3 -26198.129 -1.305 -1460.369 5 -26198.129 -1.305 -1397.713 2 -9868.881 -29.119 -1048.285 4 -9868.881 I -29.119 -349.428 RISA-2D Version 9·.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 8 . "'" Company : Prime Structural Engineers l Designer : prime4 . Job Number: 2K10-40 GIRDER@ LINE C BET 6/5 PR!MEJob: 7:f..!?:._P STR~gf~~f\~ Date:_Jill~ f~~EEH~ Sht: /-( £/- Checked By: · Member Section Forces (Continued) 445 :44'6, 449 . 450 451 4'52 453 455 457 ,'45'8' 459 460 461 462' · 463 464 465 473 475 476 477 A78 479 481 483 ·484 485 487 4:88 489 491 493 LC Member Label 3 W2 3, 3 W4 ':3:. 3 V1 ws:-, ,, .. ·.· .. 3 W7 ..... ,_ .. , 3 V2 3 W8 3 3 V3 Sec AxialrJbl Shearflbl Momentrlb-inl 1 -17249.114 I o o 3 -17249.114 0 0 5 -17249.114 0 0 2 1445.946 0 0 4 1445.946 0 0 1 14613.75 0 0 3 14613.75 0 0 5 14613.75 0 0 2 -6948.211 0 0 4 -6948.211 0 0 1 -155.116 0 0 3 -155 .116 0 0 5 -155.116 0 0 2 7206.601 0 0 . 4 7206.601 0 0 1 -274.064 0 0 3 -274.064 0 0 5 -274.064 0 0 1 . ;g·s.t5)f. .'0 · · ... O ... 2 93.154 0 0 . 3 . . i93·.'·1'5~:' . jj. : .. ',,, ,, : ,.•: o. . . 4 93.154 0 0 1 138.629 0 0 3 138.629 0 0 5 138.629 0 0 2 5499.366 0 0 4 5499.366 0 0 1 -24.137 0 0 3 -24.137 0 0 5 -24.137 o I o RISA-2D Version 9.0.0 [\\$erver\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 9 ~ .A Company : Prime Structural Engineers Designer : prime4 Job f\Jumber: 2K10-40 GIRDER@ LINE C BET 6/5 PR I !\It E Job:'?:£~~ rS{H~~{ijRAl Date:~ i1:l~t~tEHS Slit" f.tlf Checked By: · r-- Member Section Forces (Continued) LC 497 498 501 3 502 503 504 505 506 3 507 · 509 .510 .. . 511 3 513 515 516 3 521 3 523 .'.524. 525 W11 V4 W12 . W~3.- W14 Sec Axialflbl ShearrJbl Momentrlh-inl 2 -5464.393 0 0 4 -5464.393 0 0 1 10904.013 0 0 3 10904.013 0 0 4 . l0904:nJ3· -.. . . . fJ EV 5 10904.013 0 0 .2 -21.847 0 0 s -21/847' ·o. 0 .. · 4 -21.847 0 0 1 -10828.756 0 0 3 -10828.756 0 0 5 -10828.756 0 0 2 9876.418 0 0 4 9876.418 0 0 1 -13982.649 0 0 3 -13982.649 0 0 5 -13982.649 0 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2010\2K10-40\RISA\GIRDER 4.r2d] Page 10 ,i 1-GRID . .. ), .., :i· Q PHIMEJob::z~ .:. --:,.. ~· <I) STRUCTURAL oate:~jJ t ? .. ~ ;;, ENGINEERS sht: f i:Ji... "" ..., ..., Cl..., "r 33 "' ~ ;,-Q ,.;. '? ;,- ~ ~-e-1?-li '> ;,-G@f@XIX/l :(\., ~l:t;ID.' -::1:ti Q \, NI ,.;. ~-r ~ e"?-Ji Ol I) ;,-() Wl@XIXI ~ \ ,,:1,illi; -.,_ .....i.:. JUL o' ~ -<. --1-'. ~r:f: jf-V. i_;.;. ~ _,,_ ~ ~ ~ ~ <t . ~ ~ -,,.. . ;,- ~ '..c:. - -_Jj _,---. -:::, r--Q 6 Q_ ,.;. LI-I• 3 'l~ -.....____ () ..:::::, ~ ~~~'li, "' "' =s: "' ~ & ~ X ~ i-~ ~ x ;,- -r- $" ~ \\ e+~ ~ Q }l 11,..:71, ·' M ~ t .., G@i@X/X/l jf- '-~ l!l"1fl tj) """'"' - '? () ;,-J 6 3 ---- GRID•--''-<+----- ,. ~' " PF~· 11\1 r.:: Job· ~--cfv ~-). :i EXISTING JOIST CHECK ~ JOIST 1 W/ PLATFORM 2 .. '\ ~ .,f ~-,, l' =~ i'1P ,,,., ... , 'P '' .:Jit 0 1 1u1., I U ,l\L Date:_ , _::= Max End Reaction= 5312 lb , ENGiNEERS Sht: -f~ 25% End Reaction = 1328 lb NEW AXIAL ALLOWT ALLOWC STRESS MEMBER ID LOAD(#) (LBS) {LBS) RATIO RESULT Weld Req'd Available Weld W1L -9033 -22781 10413 0.40 OK 1.62 X 0.1875 4.10 W2L -1328 -16965 0.08 OK 0.45 X 0.2 4.90 V1 1328 -4452 1088 1.22 Reinf. Req'd W3L 5477 -15441 7719 0.71 OK 2.1 X 0.176 4.90 W4L -4497 -5629 1158 0.80 OK 2.78X0.109 3.50 V2 1328 -4452 1406 0.94 OK 0.82 X 0.109 2.80 W5L 4009 -7763 3314 1.21 Reinf. Req'd W6L ·3219 -4452 835 0.72 OK 1.99 X 0.109 2.80 V3 1328 -4452 1406 0.94 OK 0.82 X 0.109 2.80 W7L 2743 -5629 3314 0.83 OK 1.48 X 0.125 3.00 CJ) W8L -1921 -4452 0:: LU 835 0.43 OK 1.19X0.109 2.80 Cl) :E V4 1328 -4452 LU 1406 0.94 OK 0.82 X 0.109 2.80 :E W9L 1328 -5629 1158 1.15 Reinf. Req'd Cl) ~ W10L -1328 -4452 835 0.30 OK 0.82 X 0.109 2.80 V5 1328 -4452 1406 0.94 OK 0.82 X 0.109 2.80 W10R -1328 -4452 835 0.30 OK 0.82 X 0.109 2.80 W9R 1671 -5629 1158 1.44 Reinf. Req'd V4R 1328 -4452 1406 0.94 OK 0.82 X 0.109 2.80 W8R -2258 -4452 835 0.51 OK 1.4X0.109 2.80 W7R 2926 -7763 3314 0.88 OK 1.58 X 0.125 4.20 V3R 1328 -4452 1406 0.94 OK 0.82 X 0.109 2.80 W6R -3420 -4452 835 0.77 OK 2.11 X 0.109 2.80 W5R 4161 -7763 3314 1.26 Reinf. Req'd V2R 1328 -4452 1406 0.94 OK 0.82 X 0.109 2.80 W4R -4519 -7763 3314 0.58 OK 2.79X0.109 4.80 W3R 5544 -14537 7283 0.76 OK 2.12 X 0.176 4.90 V1R 1328 -4452 1088 1.22 Reinf. Req'd W2R -8329 -16965 0.49 OK 2.8 X 0.2 4.90 + = COMPRESSION -=TENSION S,JLSTANDARD SPECIFICATIONS FORK-SERIES ('97 UBC) (As1°D -ALLOWABLE STRES$ DESIGN) Description: JOIST 1 -W/ PLATFORM 2 A,PRIME Job: STRIJtTURAL oate: ENGINEERS s1tt: ~( l), .. Af() ...f\Lo pt--tj'~ ' CHORD PROPERTIES: TOP CHORD: LL 2.00X 2.00X 0.133 Chord Gap = 1.00 in BOT CHORD: LL 1.50X 1.50X 0.125 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Top Chord 1.029 in~ 0.625 1.221 Bottom Chord 0.719 in2 0.465 1.032 CHORD DESIGN CRITERIA: Lx = Length corr. to Rx in plane of joist Ly = Length corr. to Ry of joist Lz = Length corr. to Rz of joist Filler= Axial Force, P = Panel Pt, M = Mid Panel, M = Max L/R= L/R Check= ALLOWABLE STRESSES: Rz 0.397 0.296 S.top 0.732 0.144 TC Interior Panel = 24.00 in = 24.00 in = 24.00 in = NO = -22514 lb = 529 in-lb = 1591 in-lb = 60.45 in = OK Cc= ~[2·TT2·E/(Q·Fy)]= 115 S.bot 0.277 0.369 PANEL CHECK TC Interior Panel 40.00 in 40.00 in 20.00 in YES -7828 lb 2449 in-lb 1519 in-lb 63.99 in OK 115 Fa =1L/R::; Cc: Fa= [1-(UR)2/(2·Cc2)]·Q·Fy/[5/3+3/8·(L/R/Cc)-1/8·(L/R/Cc)3] L/R >Cc: Fa= 12·TT~·E/[23·(L/R)2] = 20207 psi 19730 psi 19730 psi 30000 psi 30000 psi MP Axial, Fa= = 20207 psi PP Axial, Fa= 0.6·Fy = 30000 psi Bending, Fb = 0.6·Fy = 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHECK: Axial Stress, fa = Pl A= -21888 psi -7610 psi Axial Check= fa/ Fa::; 1.0 = OK OK fb.bot = M / S.bot = O psi -8840 psi Bending Check= fb / Fb::; 1.0 OK OK fa+ fb = = 21888 psi 16450 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.730 0.548 (fa+fb)/(0.6·Fy) s 1.0 = OK OK IVIID-PANEL CHECK: Axial Stress, fa = Pl A= -21888 psi -7610 psi fb.top = M / S.top = 0 psi -2076 psi F'e= 12·TT2·E/[23·(L/Rx)2] = 101293 36466 Cm= End Panel: 1-0.30·fa/[F'e] = Interior Panel : 1-0.4·fa/[F'e] = 0.914 0.917 Mid Panel Chk = fa/Fa+ Cm·fb/[(1-fa/F'e)·Q·Fb] = 1.083 0.478 Unity Check::; 1.0 == NG OK Q 0.865 TC End L Panel 24.00 in 24.00 in 24.00 in NO -8324 lb 3712 in-lb 3712 in-lb 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -8092 psi OK 0 psi OK 8092 psi 0.300 OK -8092 psi o psi 101293 0.976 0.445 OK TC End R Panel 24.00 in 24.00 in 24.00 in NO -6741 lb 1078 in-lb 814 in-lb 60.45 in OK 115 20207 psi 18187 psi 27000 psi 27000 psi -6553 psi OK O psi OK 6553 psi 0.243 OK -6553 psi O psi 101293 0.981 0.360 OK 1 BC Interior Panel 48.00 in 48.00 in 48.00 in NO 22438Ib 162.06 in OK 30000 psi 31218psi 31218psi 1.041 NG 31218 psi 1.041 NG 100215 ~ JI Con)p5my : -P~ime Structural Engineers Desrgner : prrme4 PF{IMEJob:~ STRUCTURPJ Date:. fl_!?,_ WJ~~~9:~ Job l'Jumber: 2K10-40 . JOIST 1 -W/ PLATFORM 2 Envelope Member Section Forces 1 3 .4 5 7 :8 9 10 11 t2 13 15 16 .. 19 '·20·,:. 21 . 22 23 24. 25 26 27 28 29 30' 31 33 35 36 37 38. 39 . :40·' 41 42 43 45 47 48 53 54. 55 MAmber Sec Avialflbl LC Shearflbl LC Momentflb-inl LC TC1 1 max O 1 0 1 0 1 2 max O 1 -6.5 2 9.6667 1 3 max O 1 -13 2 38.6667 1 4 max O 1 -19.5 2 87 1 5 max O 1 -26 2 154.6667 1 TC2 1 max 7730.027 1 560.6612 1 154.6667 1 2 max 7730.027 . 1 521.9945 1 -387.6129 2 3 max 7730.027 1 483.3278 1 -801.2258 2 4 max 7730.027 1 444.6612 1 -1188.8387 2 5 max 7730.027 1 405.9945 1 -1550.4515 2 TC3 1 max 8323.5631 1 -15.0549 2 -1550.4515 2 2 max 8323.5631 1 -54.0549 2 -1343.1219 2 3 max 8323.5631 t -93.0549 2 -901.7923 2 4 max 8323.5631 1 -132.0549 2 -135.2665 1 5 max 8323.5631 1 -171.0549 2 2448.9634 1 TC4 1 · max 7838.2605 1 391.6946 1 2448.9634 1 2 max 7838.2605 1 198.3613 1 -263.8745 2 3 max 7838.2605 1 5.028 1 -560.6159 2 4 max 7838.2605 . 1 -67.8259 2 . -207.3574 2 5 max 7838.2605 1 -132.8259 2 2247.8443 1 ,. ·,-.. TC19 1 max 6721 .. 878 2 427.9228 1 2728.5538 1 2 max 6721.878 2 234.5895 1 -201.1283 2 3 max 6721.878 2 41.2562 1 -735.8442 2 4 max 6721.878 2 -44.0284 2 -620.5601 2 5 max 6721.878 2 -109.0284 2 1078.3066 1 TC20 1 max 6827.1034 2 270.485 1 1078.3066 1 2 max 6827.1034 2 154.485 1 -196.6034 1 3 max 6827.1034 2 38.485 1 -369.638 2 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 1 ,. " . Company : Prime Structural Engineers .1:Designer : i:irime4 PRIME Job: fil.Q:_~·O STRUCTUR/\L Date:-.:tw.£. ENGlNEFRS Sht: --t£.1'°' Checkea By: Job I\Jumber: 2K10-40 JOIST 1 -W/ PLATFORM 2 Envelope Member Section Forces (Continued) 57 58. 61 63 65 ... e·5:.·., 67 69 to 71 , 72 73 77 .• 7i8· ' 81 83 '·8:4: 85 86 · 87 88. 89 93 ·fil4 95 99 101 ;102.: 103 · 104 105 ·1·b6 107 'fb8~- 109 ·-. 1-j,(iJ 111 113 TC21 BC1 BC2 ·. ,• ' .. . ' ' ., BC3 BC4 BC5 4 5 . 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2. 3 4 5 max :min max ·. min- max min max ·m'rr:i. max imln·- max miii max min max min max ·min· max ni'iii Axialrlbl LC ShAarflbl LC Momentrlb-inl LC 682.7.1034 2 -35.1365 2 -275.819 2 6827.1034 2 -74.1365 2 154.6667 1 0 1 77.3333 1 154.6667 1 0 1 58 1 87 1 0 1 38.6667 1 38.6667 1 0 1 19.3333 1 9.6667 1 0 1 0 1 0 1 . o. . .. 1. ·b-1 0 't 0 1 0 1 0 1 0 1 0 1 0 1 0. 1 0 1 0 1 max O 1 O 1 O 1 max 0 1 0 1 0 1 min· max -4499.6227 2 3.6673 1 0 1 max -4499.6227 2 3.6673 1 -23.8953 2 max -4499.6227 2 3.6673 1 -47. 7906 2 max -4499.6227 2 3.6673 1 -71.686 2 max -4499.6227 2 3.6673 1 -95.5813 2 max .. min .. max min. max max . tnin· max -6734.6148 2 2.846 1 -95.5813 2 -6734.6148 2 2.846 1 -107.6949 2 -6734.6148 2 2.846 1 -119.8085 2 -6734.6148 2 2.846 1 -131.922 2 -6734.6148 2 2.846 1 -144.0356 2 max -8377.4096 2 1.8861 1 -108. 7867 2 .max :-8377.4096 2 1.8861 1 -120.615 2 rrtfn max -8377.4096 2 1.8861 1 -132.4433 2 max -8377.4096 2 1.8861 1 -144.2716 2 max -8377.4096 2 1.8861 1 -156.0999 2 . . min: _; .. , -2'0553tt?t55:.-·;_···t:,~ Y1\':··:,:-:',,;:::"t'3985't · ·;;.,:: '~'..2/:;;::-/11.;3s,~fs7lfs3Ii~1,:,;C";\1tftt 1 max -9213.4004 2 .347 1 -156.0999 2 .. m'i'n · 2 max -9213.4004 . 2 .347 1 -157.7803 2 RfSA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 2 ~ • Company : Prime Structural Engineers · Desig'her : prime4 Job r-.Jumber: 2K10-40 JOIST 1 -W/ PLATFORM 2 Envelope. Member Section Forces (Continued) E b IJ )/w-JJC PRIM Jo : ~,t::__ STRUCTURAL Date:~ 'tf&~~~~S Sht: ~ Member ~.,,.. Axialflbl LC Shearlfb1 LC Momentrlb-inl LC 115 3 max -9213.4004 2 .347 1 -159.4607 2 117 4 max -9213.4004 2 .347 1 -161.1412 2 119 5 max -9213.4004 2 .347 1 -162.8216 2 121 BC6 1 max -8947.6215 2 -.6433 2 -162.8216 2 123 2 max -8947.6215 2 -.6433 2 -155.1018 2 125 3 max -8947.6215 2 -.6433 2 -147.382 2 127 4 max · -8947.6215 2 -.6433 2 -139.6621 2 129 5 max -8947.6215 2 -.6433 2 -131.9423 2 131 BC? 1 max -7752.6098 2 -.2479 2 -131.9423 2 133 2 max -7752.6098 2 -.2479 2 -128.9677 2 135 3 max -7752.6098 2 -.2479 2 -125.9931 2 137 4 max -7752.6098 2 -.2479 2 -123.0186 2 139 5 max -7752.6098 2 -.2479 2 -120.044 2 141 BC8 1 max -6035.9593 2 -.7274 2 -120.044 2 143 2 max -6035.9593 2 -.7274 2 -111.3157 2 145 3 max -6035.9593 2 -.7274 2 -102.5874 2 147 4 . max -6085.9593 2 -.7274 2 -93.8591 2 1.49 5 max -6035.9593 2 -. 727 4 2 -85.1308 2 151 BC9 1 max -3818.8356 2 -1.7736 2 -85.1308 2 153 2 max -3818.8356 . 2 -1. 7736 2 -63.8481 2 155 3 max -3818.8356 2 -1.7736 2 -42.5654 2 157 4 max -3818.8356 2 -1.7736 2 -21.2827 2 159 5 max -3818.8356 2 -1.7736 2 O 1 161 BC10 · 1 max O 1 O 1 o · 1 163 2 max O 1 O 1 o 1 · 165 3 max . O 1 O 1 o 1 167 4 . max O 1 O 1 o 1 169 5 max O 1 0 1 O 1 RISA-2O Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 3 ~ Co~pany : P~ime Structural Engineers -·· Des1911er : pnme4 PRIMEJob:~o-~ SmUCTURAL Date: _;;tjL FNGIN1~ERSsht: ../..0.J-Job l'Jumber: 2K10-40 JOIST 1 -W/ PLATFORM 2 "Cnec"ec:rt:Sy: Envelope Member Section Forces (Continued) 173 '1",74· 175 177 181 1:82 .. 185 187 193 197 201 203 .204 205 207 209 '21'.0'. 213 217 221 227 W1L W2L V1 W3L W4L ,, .. ~-' :, <·.:: : :~ :-- W5L ' . . . . i:: .. ,, Axialllbl LI"~ !=:hearflbl LC Momentllb-inl LC 1 max -3501.7493 2 O 1 O 1 2 max -3501.7493 2 O 1 O 1 3 max -3501.7493 2 O 1 O 1 4 max -3501.7493 2 O 1 O 1 min -9063:4624: 1 · O. 1 ·O· .t 5 max -3501.7493 2 O 1 O 1 min , -9033.4624' · 1 · · -0· · 1 . · ©.' ·1-· 1 max -322.4202 2 O 1 O 1 2 max -322.4202 2 0 1 0 1 3 max -322.4202 2 0 1 0 1 4 max -322.4202 2 O 1 O 1 5 max -322.4202 2 O 1 O 1 1 max 1005.297 1 O 1 O 1 2 max 1005.297 1 0 1 0 1 3 max 1005.297 1 O 1 o 1 4 max 1005.297 1 O 1 O 1 5 max 1005.297 1 0 1 0 1 1 max 5477.0754 1 O 1 O 1 2 max 5477.0754 1 O 1 O 1 3 max 5477.0754 1 O 1 O 1 4 max 5477.0754 1 0 1 0 1 5 max 5477.0754 1 O 1 O 1 1 max -1838.3888 2 O 1 O 1 2 max . -1838.3888 2 0 1 O 1 3 max -1838.3888 2 O 1 o 1 4 max -1838.3888 2 O 1 o 1 5 max -1838.3888 2 O 1 O 1 1 · max 4008.5168 1 O 1 o 1 2 max 4008.5168 1 O 1 O 1 3 max 4008.5168 1 O 1 O 1 4 max 4008.5168 1 O 1 O 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\21<10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 4 :: ~' ,,,, . )- ,._ Company : Prime Structural Engineers ~~ Desig11er : prime4 Job Number: 2K10-40 JOIST 1 -W/ PLATFORM 2 Envelope Member Section Forces (Continued) M<>mber Sec Axialflbl LO Shearrlbl LC Momentllb-inl LC .2~28. ' '' .:min· ·· ·JR68:!9-7Ws. :: · :·\:·: -:-2°: :, · · ... _;·· :::i<t '·'·.': .' ,:· ,, .. f · ):-· '::~-'.; ?JJ@ff''.':·rr,. ::r':·;f ':. 229 5 max 4008.5168 1 0 1 0 1 ·230 ' ''· -:: :min:... . ·:t66B'f9'.~4'!f -<·:', ,.·:--"2; . :t. ·":> Jo~---< · < .. :·· ht1:, Y:t:.·'i0'i:i ;)'· :>.~-f:~ .. 231 V2 1 max 376.9637 1 0 1 0 1 :2@2-. . .mih · 1t3·tis'4st: .. · . · '.z .. °'' .. 1: · . ', . ·: · ·iei. t1-·., ._ . -~'-. 233 2 max 376.9637 1 0 1 0 1 .23'4 .. ·mfr1. ·:1e,1:t54Kt ___ ,·;2·· . .-:::. :o 1·· "tf· ···· .. 1 235 3 max . 376.9637 1 0 1 0 1 --236 · :min ·. . 131_:54'fj'.f_ · ·2 a-1. :f'ot :f· 237 4 max 376.9637 1 O 1 O 1 238. min · 131'.54.51 2 b · 1 (;j. . 1 239 5 max 376.9637 1 O 1 O 1 2·4tJ ·rnf n . '13:1::"M!:M: -· · · __ :· . ·_·,;2· : · · · : : ,:O t ·.,o.~-.. : :. ,. , : · ·t 241 W6L 1 max -1343.5818 2 o 1 o 1 242. ., rriTn. ': ;;3:2~1fg,;2-f/2:Z'-· .. : . :Y"-l: . · : ,i .. :~~o:·.:: .-:·. _·:._,1: ·.: ;;-•·; ;/ ?-:@f _i,,,,;;:)' ,7::-,;,,j;:: __ :. 243 2 max -1343.5818 2 O 1 O 1 .:24~,:. Jnln:.:·,, ... ·: -,.:3"1~1r9;its2:1: · : ·. _:.-,~1~: ,~: ;_ ;,~·/:._ :0i.. ,, · s'· ?f~,. ·:r: .-.,_,. :::IJtE/_:·::j;f ~\:·ff(:.: 245 3 max . -1343.5818 2 0 1 0 1 :~21:1/:i . .' ,· . . , ·:· :--· . ·: ... . , _ .. .,. ·, ,,foirf'.--';:-:··r,i~{2·~:9~2§2tf:•::·.::·'-' ·:\:;it · .:::: . -'7'? :}_!d:/ '-'. :J-··:;; "'-i~'if :· ?-;;\~F~:.;r;(l)f;;_,i,. :.:_,)· :,~ ,~ii.;J;.~ :; 247 4 max -1343.5818 2 O 1 O 1 '248·-... ' .. ::mirf · · -~s2:1:~fi'92:it1~::· :::c:"':~: '. d'C'':''·f·.··cJ::::',Y. ::-:··,,"1i··''--::'~":':~:z;·?fbf'.·'.},;r:.·'></it';1;::':.: 249 · 5 max -1343.5818 2 O 1 O 1 250 · min ;.32,1;91·292?' . ·1 _: :·0· · t ' -··: :J:F ,.. ':."'.'. :: .. J ':' · 251 W7L 1 max 2743.2715 1 O 1 O 1 . -252 .. mir:i .. ,1'2,3{j: 5'l1'5i:: ... ·.} :~, c,2;.,, ~ -: (:s-:_: 'Q:-;: , ;) :,,/'.~: :~t-11,, }: f. \: ~\(;:'.0.4 }:~~';"t;: :::':~.~1~;,i:':.· 253 2 max 2743.2715 1 O 1 O 1 · :zsw·· : · · ·· ·, riilh : -, : .. '.'. :'.r1:230/s'j:.1,5; '.:~-,;: .;.z-:'· ; ~·~ ~(/f-.Jj:<,:;;; .<· ,,-, . : :t:?·111).\;::t·. ·:.',~oti.di:-':,_;, t{~~1:\) 255 3 max 2743.2715 1 O 1 O 1 :. 2.55; · · . · ; · :min ::' .. .:,:/ : ,,H:2:eo/s-1~1;5, ., ·: · ~ ::· ::.-21 · .,;, .:, : .::.::, ,,,·>ttt :/_;~ .: ,.-. :,: ;_ .::d::.: , .-i::.<< '.:: J 1\11r:. ;:);:,\ :f. (:G.~~:r,.: 257 4 max 2743.2715 · 1 O 1 o 1 :,Q68::~ ,.;_ ·~. ~ :~·-:.~ : .:· -~ ~ . -::.··~ , .. -:~ :1.~ -: · .':/: -:: ;-_ ~:rti'irt ~:~,.~ ·t_·~:;?/t:~1t230i5~rJ:5:::\·~~.t ~.;, iw:lt2i0-~~:: f~\t~~;~~\~ff{.i?:'.:: ::t/i.'.~,t. ff;~·~~Jt-~r!~r~~~;;~~Y@t~~~~i~t\ \r)~lr,1~·~·. 259 5 max 2743.2715 1 O 1 O 1 ::250. 1· ·:, -. :· .• / :rr{ih:-.:.·· :-... ~!260}5l1'.5~:,:;,:,:;_::_'·/2:.:i,,\e_ ._'.'-·:,,-":;oi~i;:4,-i :.-:··· :: f:>\.);:·'-~.:::M.cJfl1,t::,,11, '<\f. ·'_· 261 V3 1 max 367.8175 1 -2.509 2 -42.1851 2 262 : rri'f n. . ,87..;1.643-· . ·. · · '2 · :5{955'3. . · 1-. ".. -·.-W&iif5§09Sl ·. ,, .. ·1;-" 263 2 max 367.8175 1 -2.509 2 -21.7473 2 2e4: -rriin. . . ... 81..Ja43:··:. . ',i .. 2' .. :.,_ :.,;sf§51i-a·,: ! ,,::-: 1:x. :": ... J52:r049~1~""' -., :,,..if?,-.:.\ 265 3 max 367.8175 1 -2.509 2 -1.3096 2 .~2tifs . . -m'in:. : . ·_: :E3t.,f64s-: _::_.-:· : , '):E.-'.::·'·; ,;~51.9'ss3tX~ ~-·,dt·-~,c':::i~~4@7s'@'aa}:?~·-; ;~fJ\f) 267 4 max 367.8175 1 -2.509 2 44.9714 1 .2e~h . · ,.-_-:-.::. · :-'·. · . · ·· . : · Jnini1; , , . : : : ·:-at;fs41~F-. ::·.t ~:: ;?r2~:-_,; ~ -_; ·.J&i9's5aE:/ ,· · :.; ·::;~i¼-::~ :<::\,:J11rgtf2s2'.i;.f ·:-, ,:,?\2K/{ 269 5 max 367.8175 1 -2.509 2 93.4816 1 ,:217:@~'i. ::.·: ·.: ... -:;, ,; . ; __ .:.:·:::;,:~; ::-:-.,,: ·_ :, .. ::., ::imin/·1• '-{_~'. ,aiJ64:3:i.:--_,_._~:-:·:1~r.,; :<::~s~tis·5s'f'-i:--\.:\"i-t, :J~ ··x1~03·e,1'513tf;C~· ::::·\~t2s~: I: 271 W8L 1 max -853.1594 2 0 1 O 1 ··2t2' ,:;;·:, ·,--~ "·>" miri' ;:~:92t.<4J39,' ·;. ,_., f' ·"'·< ·'·"'tf'; r·: , .. ~.---_,..f-:' :, ... ·,::r··::0::;',· ,_. _ · · ,;1 . 273 2 max -853.1594 2 0 1 0 1 ·274 min -~:9Q'1,.443g. . · ·. 1' . · 0, f ··. ; . ' : · Jj:. _ .. • ;: ::-1: : . 275 3 max -853.1594 2 0 1 O 1 276-, :min . ,..,1,921:.41'39' .... · '.: j:. ::·.·· .-;a, .. :' ... ,,·r, ·.f;;';:,-:::.:· \tf ~:. /::<i'1tr 277 4 . max .. ,,-853.1594 2 0 1 O 1 . ;21ta , ·· · __ .. _ . · .• · ... tinlfL. · :: ,~rli§zn:,¼·139: ·-'!-·:-:. :-',?r-:T·;~·;/_:::r10-·: \?ffrt::::r2~ritJ;/t:; .. L .. i{0:::r~ ;.~::;;) ;-,,,i:1fii£-:.: 279 5 max · -853.1594 2 O 1 o 1 -.:2stk · --~ .. "'.· ·· . . --.;m111~ -: .... '·-... ~,921.4rn9:. · ·.:'. 6rt ... ~.,_J_ :.... -01 -'" .•:<',.:.o,'.,.-. .:1~.--'..'~:·.J;,&~\'.::1 , • .:orr,/:'.,.,,, •. ~<~X;,1~,..} 281 W9L 1 max . 1035.8364 1 O 1 O 1 ... 2a21; .. :: : , . _; \ t: :_:;,, :-. , : · .. ·· · · --<-:... . : ._ -:rriin;:_::·· :· ·: ·. ! _,:45a~tR"o/:Z-·.~?;/~·;·~ ~-:-r.:2!-i~< ~:; ... ~-.,:.::ff..:,;:; ;J}.' .~:ii1~t;~ \~:l;\;:\i;o;,;.-=.,-~ti{-t:~ t:\1:.\. · 283 2 max 1035.8364 1 O 1 O 1 :iB4< ·--~-, '· 1:: .. , ... ,· ...... _ ·: ,'ih(n .-.:· ... · -~~M;~iEW,2("<'!~·;. ,--,;2:::f,;· :-7. ,: .: ·:(f.' · '::'t.·_·_ :·" :::---·+::·{~' _-_ ,;,:;:c_,.·.·,;(t~'.:)··::J;~·~fif.'· -~- RISA~2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 5 ;_,. > Cor:,:ip~ny : P~ime Structural Engineers "-DesIQ?ler : pnme4 ~W-~·M-f=Job.: ~~ STRUCTURAL bate:¥ ENGINEERS Sht: f ~ Job l'-lumber: 2K10-40 JOIST1 -W/ PLATFORM 2 Checked By: Envelope Member Section Forces (Continued) 285 :286-. 291 293 :294 295 296 299 .,1300:1··· 301 305 307 311 313 315 31'6. 319 , .320 325 ·,32€f:··-: 327 329 .330 Member Axialflbl LC 8hearflbl Lr. Momentrlb-inl LC 3 max 1035.8364 1 0 1 0 1 4 max 1035.8364 1 0 1 0 1 · .. ,. ' .. ~ . "../rhir:t/ .. ; . 5 max 1035.8364 1 O 1 0 1 V4 1 max 684.0313 1 0 1 0 1 min 3b4.80ffr . 2· . 0 . 1: .0 ~; 2 max 684.0313 1 0 1 0 1 3 max 684.0313 1 o 1 O 1 min 304:a'ot5·· .2 .· ;()•' 1:t ::a::.,. ~1. 4 max 684.0313 1 O 1 O 1 5 max 684,0313 1 O 1 O 1 W10L 1 max 8.8222 2 O 1 O 1 -·· , .. ,' •. 2 max 8.8222 2 O 1 O 1 3 max 8.8222 2 O 1 O 1 4 max 8.8222 2 O 1 O 1 5 max 8.8222 2 O 1 O 1 W1 OR 1 max -408.2634 2 O 1 O 1 2 · max -408.2634 2 O 1 O 1 . . ' '' ' ..... 3 max -408.2634 · 2 0 1 O 1 4 max -408.2634 2 0 1 O 1 5 max -408.2634 2 0 · 1 O 1 V5 1 max 698.8558 1 0 1 O 1 2 max 698.8558 1 O 1 O 1 3 max 698.8558 1 O 1 O 1 4 max 698.8558 1 O 1 O 1 5 max 698.8558 1 O 1 O 1 . 331 W9R 1 max 1670.8225 1 O 1 O 1 332 · 333 334 337 339 340. 341 W8R 2 max 1670.8225 1 0 1 O 1 3 max 1670.8225 1 O 1 O 1 4 max 1670.8225 1 O 1 O 1 5 max 1670.8225 1 0 1 0 1 1 max -1024.092 2 O 1 O 1 RISA-20 Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 6 ' . , '.' " ~ Con1~ny : Prime Structural Engineers · Design·er : prime4 p R l ME Job:Zf'l o:,;l? STRUCTURAL Date:--1µ£. ENGINEERS s11t: -~ Job fi..lumber: 2K10-40 JOIST 1 -W/ PLATFORM 2 Checked By: Envelope Member_Section Forces (Continued) 345 ·345 347 349 350 351 .352 353 --354. 359 361 362" 369 375 ·3:16. 383 ·384-.:• - 385 3I36. 389 393 395 ·3gt=r Member V4R W?R W6R V3R. W5R ,. 5.,,--Axialflbl LC Shearr!bl LC Momentrlb-inl LC 2 max -1024.092 2 0 I 1 I O 1 3 max -1024.092 2 0 1 0 1 4 max -1024.092 2 0 1 0 1 5 max -1024.092 2 O 1 O 1 1 . max 452.0496 1 O 1 O 1 ·2 max 452.0496 1 0 1 0 1 3 max 452.0496 1 O 1 O 1 4 max 452.0496 1 O 1 O 1 5 max 452.0496 · 1 O 1 O 1 1 max 2926A614 1 0 1 0 1 2 max 2926.4614 1 0 1 0 1 -.,.. :,.· ' : .. 3 max 2926.4614 1 O 1 O 1 4 max 2926.4614 1 O 1 O 1 ,. , ... ;- 5 max 2926.4614 1 O 1 O 1 1 max -1412.3269 2 O 1 O 1 . 2 max .-1412.3269 2 O 1 O 1 3 max -1412.3269 2 O 1 o 1 · 4 max -1412.3269 2 O 1 O 1 5 max -1412.3269 2 0 1 O 1 1 max 382.2371 1 O 1 o 1 . .... , 2 max 382.2371 1 O 1 O 1 3 max 382.2371 1 O 1 o 1 4 max 382.2371 1 O 1 O 1 5 max 382.2371 1 0 1 O 1 1 max 4160.7523 1 o 1 o 1 2 max 4160.7523 1 O 1 o 1 3 max 4160.7523 1 O 1 O 1 4 max 4160.7523 1 O 1 o 1 RISA-2D Version 9.0.0 (\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 7 ) ,, ,. Com(!)any : Prime Structural Engineers -£oesigr1er : prime4 PRIME Job: 1J)~.1,C s·mucruRAL Date:- ENGINEERS Sht: #/-~ Job I\Jumber: 2K10-40 JOIST 1 -W/ PLATFORM 2 Checked By: Envelope Member Section Forces (Continued) MemhAr _c:.,,.. '1vjafflbl LC She,.rflhl U~ Momentflb-inl LC 399 5 max 4160.7523. 1 I O 1 O 1 4t)0;:·: ;:·, .·· ' ·, ·:,..··· .' . <··,;n -~·., :, · .. mm··'.:',~ .. · ·~1r6!:16f::lff.86~~-,,·,.·:-;;;, ~·:":t2(. ',_.;,.,._t,,.1.-.t0:-·,, .''. 0 ; r. ;' 1f;, .<,,.·: {H./~Q{.»;,~-,'.·:.;,:>·.ill' ~-t 401 W4R 1 max -1782:9439 2 O 1 O 1 402 fnirt,' '/4;5tl(8'ff3111:26i',; ',~.:,,I> ']:' , ,; . ; : ' ·it( , · ·. •' ?/1~ '. ''. . ·:·: :,•,.-,.{9f; :f,'·,.:·::; { , ::f '·> 403 2 max -1782.9439 2 O 1 O 1 404 min -45·1·8i'M~i3: ·f {j. 1'. ·=0· · ... 't. 405 3 max -1782.9439 2 O 1 O 1 406 min -45t8,61:26 1· · 0. 1-·o · ., 1' 407 4 max -1782.9439 2 0 1 0 1 ··408 min :45:1'81S,1~2e~· :1. :0: 1· · · !ff :·, t 409 5 max -1782.9439 2 O 1 O 1 .k1'o. min·· ,.45:1,ai6l26~· .:., .. ,;1, ..... ;_.-.ir·· .1, ... :,·:=·c:r ,-;:·f·:··, 411 V2R 1 max 276.9616 1 O 1 O 1 ;:4~:~t; ... . ·,·./rii'tr:i/::-::;ift.'.l't59S": :-.../::'·? c\1/Zi<)'-:: ·: ·'..·:.: .. S@ii'.,/ .· ... :_ f. :·r .. ..:_: : ,%>C,:; i:. ;. /'.j-,: .· 413 2 max 276.9616 1 O 1 O 1 4\'i'.ii;. · .mirr-. :--.· -\~·tt599_,:·: :_: ·· :· -~.;; A2( :=1, :f..i/}i-~1'.{@~: .;-:7 .; .. ,/ . __ ;_1c,::~ ; ~; s ::::~-t0t.t::: -'/::;.:~ 1:;J,f:ii:tJ:; 415 3 max 276.9616 1 0 1 O 1 4,1(6, m-ih · _ 67:Z.5~3'9'· -, . '.: .. 2-; ,. : ·,. :::0;:· . · 1t--.,.,: :, .. 'i©',,. · ,_-;, ,·.·s1t,• 417 4 max 276.9616 1 0 1 0 1 ·-..i,H3· min 6ti7:599,: · ·. ·., -:,-z. · :·_' :::r··' -X0i · .-;,-f --.. :' :. :.: 10/~·· . ·:,?-;:, "j,· ?-: 419 5 max 276.9616 1 O 1 O 1 AQ0: :_min·. .:R?:.V:599: .: , : ;i··:,,:·:_:._;\(;t,' "·;; ··'1,:·,·:,:·. ,:,-,·.:i(t::-".·:'_;-,.-:·-.'~1" :: 421 W3R 1 max 5544.1327 1 O 1 0 1 4'22'. .. _ . · ... · ;._.,min;; : . :; · .... )2j:53::,r1tftr.·;::;:· _: \!.i2;-; ,:;:,x::~·· ;.'0L;:'··:_:,;.:-;<-·1t:· ., ·:.· .-_'.:''.:i;'tr ::: ::·\;;-~::::i .1L:: 423 2 max 5544.1327 _ 1 O 1 O 1 !.JQ~f: ·~ ,' _: ·~--·.: O ·:,;>A,• , :: ~ •t~.·:·~~:~~--: ·:~--; ,, :::: ·.:·, :·, ~ .: ~ /rtliri~~i: ;~ :-~ ,t ~{··;: ~2~1t5a~:Qf:iiab1I~~!.i \~ ~~:12~2~~ ~?/ri??:·~f;~_j0}::,';;:! ::,,f~~~ '.:'.~-~;ti/(~,::~•::.::: ':~t:.?r:@\'}:/f;~~·~Fj ~:r~t1t:1~t 431 435 439 440 441 443 .444 449 45_1 455 --· '::' V1R W2R ··.',, '. '-~- 3 max 5544.-1327 1 O 1 O 1 4 max 5544.1327 -1 0 1 0 1 5 max 5544.1327 -1 0 1 0 1 1 max 703.2692 1 0 1 0 1 2 max 703.2692 1 0 1 0 1 3 max 703.2692 1 O 1 O 1 4 max 703.2692 1 O 1 o 1 5 max 703.2692 1 0 1 O 1 1 max -3153.2349 2 0 1 o 1 2 max -3153.2349 2 O 1 o 1 3 max. -3153.2349 2 0 1 o 1 4 max --3153.2349 2 O 1 o 1 5 max -3153.2349 2 O 1 o 1 1 max 14193.7624 1 337.0001 1 2247.8443 1 ..... min 2 max 14193.7624 1 221.0001 1 573.8438 1 .,, mm 3. max 14193.7624 1 105.0001 1 -221.2596 2 RiSA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 8 ,, Company : Prime Structural Engineers _.Desigher : prime4 Job l\lumber: 2K10-40 JOIST 1 -W/ PLATFORM 2 Envelope Member Section Forces (Continued) PR l ME Job: ~lfO STRUCTURAL Date:~ v f)'j/ Member 5.,,.. Axialflbl . LC !=:hearflbl LC Momentrlb-inl LC 457 4 max 14193.7624 1 6.7634 2 -378.84 I 2 459 5 max 14193.7624 1 -45.4866 2 -236.8243 1 461 TC6 1 max 14193.7624 1 232.2971 1 -236.8243 1 463 2 max 14193.7624 1 89.7971 1 -615.6467 2 465 3 max 14193.7624 1 -31.6915 2 -602.1228 2 467 4 . max 14193.7624 1 -90.5665 2 -235.349 2 469 5 max 14193.7624 1 -136.1915 2 992.7108 1 471 TC? 1 max 18799.5292 1 288.199 1 992.7108 1 473 2 max 18799.5292 1 172.199 1 -112.3081 2 475 3 . max 18799.5292 1 56.199 1 -448.7909 2 477 4 max 18799.5292 1 -2.4195 2 -551.2738 2 479 5 max 18799.5292 1 -41.4195 2 -356.0646 1 ---48t!L :mifr .. H8El'5':ttf35·,·-:.' :;-. '.2:/,/~::.:.,;~YX15¥8@'l;;' C .': ··f,-,;:,(:.g:4}1(~;15~fr;~,::;:\2;f,,'. 481 TC8 1 max 18805.4845 1 192.0165 1 -266.489 1 483 2 max 18805.4845 1 76.0165 1 -539.6475 2 485 3 max 18805.4845 1 -32.2552 2 -463.116 2 487 4 max 18805.4845 1 -71.2552 2 -152.5846 2 489 5 max 18805.4845 1 -110.2552 2 693.1159 1 491 TC9 1 max 21777.9553 1 361.4015 1 693.1159 1 493 2 max 21777.9553 1 186.4015 1 -441.6659 2 495 3 max 21777.9553 1 14.0605 2 -775.7787 2 497 4 max 21777.9553 1 -69.1895 2 -610.3914 2 499 5 max 21777.9553 1 -152.4395 2 419.48 1 501 TC10 1 max · 21777.9553 1 345.4328 1 419.48 1 503 2 max 21777.9553 1 170.4328 1 -609.9263 2 505 3 max 21777.9553 1 -4.5672 1 -774.8483 2 507 4 max 21777.9553 1 -97.388 2 -440.2703 2 509 5 max . 21777.9553 1 -180.638 2 529.0937 1 511 TC11 1 max 22514.1141 1 351.6963 1 529.0937 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 9 , PRIMEJob:~ • i. Company : Prime Structural Engineers ·· Design,..er : prime4 "-R1Jrru··A1 ' : ti I 0 :... ;, ! \, t, K 1. Date. __ -:q..1-., . ENGINEERS Sht: ~~ Job I\Jumber: 2K10-40 . JOIST 1 -W/ PLATFORM 2 Checked By: __ Envelope Member Section Forces (Continued) MAmhAr ~ .. ,, Aviatrlbl LC 8hAarflbl LC Momentflh-inl LC 513 2 max 22514.1141 1 176.6963 1 -434.7247 2 -'5Wiif · , , .. , , ; : . ·. :: , . ;;rhfh : .. , : . :t3~a2\t:Ms;/ ;:f:: ¥;...:.~;::. .' <,,,.::u9'af4ij~7.:;.,:·,· ·: 1 ·tii' , ·: . ;.imf0'sa~0'.a/4;1{ :i ;. __ ·.~1~ ·:,..;, 515 3 max 22514.1141 1 13.2137 2 -763.757 2 :516~ . . J. ·'rriln .. -:: -: . :1\3~i-gf~d.~aa:::· ::· :) £<i2~i :-~ t;, ::-.'.Jt:te96~;?':". .'. · -,, 1;.' . ::.: .:~~15·9~1;2=5.:;i!~}> :;!! :.i~(· '.- 517 4 max 22514.1141 1 -70.0363 2 -593.2894 2 51'~L rnin ~ra.:4'8"2::t:'Z86·':: .>:2· -,:f73,/3t;-y3;7 11 .:· ... .:~?0t,~:A1i3'9rt 1: . 519 5 max 22514.1141 1 -153.2863 2 488.3826 1 520 .min 1'34:8Q: 7786 2. -34'8;:@'ti'3'7' · f .7€:l.167.:S@... · . 2: 521 TC12 1 max 22514.1141 1 350.5521 1 488.3826 1 . 522 min 1'3482. T186 2 · · 1:5'5';33'64: 2 . :Z6fr0%8'6' :2' 523 · 2 max 22514.1141 1 175.5521 1 -605.59 2 524 .. min· . 1:3482.7786. :. ~ _,2 .. i2,os·54. . .2· · .. ~1t0'as}@3: . ·· j 525 3 max 22514.1141 1 .5521 1 -788.3582 2 :-t:@,' . :,,. . . . . :friiri::. · · 1fa.:re2,f:r,:1se1·:.:· • .:---:;·. ~:,-::: _·:.;;~~~1.~;ars3s,;, ·.: .. :· ... izi;, :: i,-_-.,;a:~1311s~:2~~1r ·: •. Ar_, 527 4 max 22514.1141 1 -94.4136 2 -471.6264 2 ;;52s·~ · . · · . : '' .. \ :. mi iL · .· .:,: :1!3'.4'82:Jli7i86;~'iJ'd/1;;2;,'.!:~i ,iff;:;~~1'%.~1Wllfi:91·~:,:H?!·~;1t?/ :7-. ),~1(Gf9'6~5§15~:~,~ '.' -:::~;;'..:-: 529 5 max 22514.1141 1 -177.6636 2 475.1321 1 ;s'a(f'' .. :~ . · .. }nTn · : : ·-JM'f32~'.7:113"6;' .. ,:''\~,i:E2'' ... , · _d1;3~g\:4"4'.7,;9:i'i·: .'. ·1F:t-'..' ·.@~:4"f6{f5@~-'.' ::·· 't/2:'.[ ;; 531 TC13. 1 max 20948.9172 1 332.8988 1 475.1321 1 512 -mir.l'.'-\ .. rt 2sm.Eri;Icrsv.1,{:; · .: :' -:·.;,2~' ·,:. ::::t;fftf§:t2J1f.~: ·: \: : 2\ i:1 ~ · .iJ3'lli-~6'tf5Bf ._ ... :·; ;_ ..:2t : ,. 533 2 max 20948.9172 1 157.8988 1 -387.9834 2 -·534 .min·. • "·1:2esctf90s.-.,: · ', ... ··::t: :.· -:·_,:~:fatlf14~s1-, · .. ·::-; ·.2I .i ::.:~i;g·g~J2tf0·s::-0'::,:: •• .:. t ... ·., 535 3 max 20948.9172 1 4.5981 2 -624.7597 2 .,SSEf. . r:iirn· _ 1.2680;:1'905: ... :' :::: _~2: .. : ",' .\:;_¢)1.671:8:. -. . 1.-. ··: .',g{r~2~05704: ... , : . ·1-,-:.·,_, 537 4 max 20948.9172 1 -34.4019 2 -535.3484 2 }5:stk . i ,.· .... _.-. · .. · · · ~ ·. ;miraf. ·_, : :;: .. :·112s·s·o1.1;905\,,?'h ;.: /2i::: :;.:: '.%1~:a126;'%8h\:; ~· . "1~i·,·? i·;l;;-~·t0'32~1~J6'3B?fi: :• :)'ffi:~', 539 5 max 20948.9.172 1 -73.4019 2 54.6438 1 : ·s4t>', : · . in'fn~ : , · .:-:x2es0t1tgl:,s::''( :~·-· ,/r2tE:.: t ::~ti239;.2stta:::~1 t· :wr ,:, t:~~J~1~,~watt~:t:~! f32ti;:: 541 TC14 1 max 20948.9172 1 212.7817 1 54.6438 1 :.;542 ... :. : .. . . :· . . . .. miifi .. : . ·,1f26f3°0}fgt:)5? :. ':.·· : jz~ ;: ·,·-//;f59(4J95\ . .._' J: f:;:2;·;···: ::··: ~?i2\f;.~;~9·37.z-~t~\~ ;,,:iti:1l} 543 2 max 20948.9172 1 96.7817 1 -451.4542 2 , 54;4. .mid.·: . 12680:f~iOiD( ·· ,-: : i2:-'· '.:/ ·J20t4'.1,~f5_;_'._ ':'· .. :'}Ji,::·· . .'i-487l4f©'A6'5f: ~ ~~tJ:;,:, 545 3 max 20948.9172 1 -18.5805 2 -456.9712 2 !546 .nii'n 12680,·1'905 · · , ·2 ... ·: .. : .. ~f9:\2183,. · .. .,;: t= : : .€1id?()61'.:i36·1W-·\/?f· 547 4 max 20948.9172 1 -57.5805 2 -228.4883 2 ·548· ,min .1:2sst)A;9.G5: .. · ,;,'.2,: ., .. -~ls·t·:2.f83: :· .. r.·.,:-.::,16'4:G}ltit·.··:,.'. .. f.· 549 5 max 20948.9172 1 -96.5805 2 515.8828 1 };&so:· : .. · .. ;: ,; .. ·::,. · x .-... ::. :: .::-~.-:·', :. ~: . : --.min~·.,:.: . r:r~·02680\1is0s'.::<:-.~:f f::.i2,~/i (.;':':5Jr12·5~}J2'ffrils~: .. HJi:.:.r,~;:Jf;,t:;t33:@9a;~;:,t: ~-*i~2l.~i;- 551 TC15 · 1 max 17645.0124 1 263.6847 1 515.8828 1 . :s~i · · < · _.: · :: ::: · \: :· -~--·: · ·· · · . · . ·:: : :: · :;rrHh ·-! • _:::, ::1:1i2~11b.f-©'si4:'4t~:.;rit \'J121Jii: trff;:)11ift.l~11iarnaati:~ ;;;,_.:\2~'.11, ~\i;i3·&,9"9i4m%~~ fti:2:: .t-~ · 553 -2 · max 17645.0124 1 147.6847 1 -260.2756 2 ··5s4. ·. · ,.. .·min:: _ . /: ·:-A~1:21:0;s2~4~'>;:~:· '.:···:~2'.:~ :::: :.x :."162lata14f ·r :' i~~::2:··~: 5 r-:~;:J1·'fi!i3112s5$>I11 ;.5i,];,}f1 555 · 3 max 17645.0124 1 31.6847 1 -520.546 2 .s-s·R :min:· . . . .... 1,1:2~f0r9:a4if.t?:; '\ !.:\,22: .·: :·.i:.<_;2's'farns'¾.\' · • ·-·. :il2:.·: :·; '~\i1T:t5ets'B·st3;.:::. \~•1ktr '. 557 4 max 17645.0124 1 -15.1216 2 -546.8163 2 5'58" . :it{if.i :1'.1:Z4tr9H~iif ·:-:·,:: ,;: '..Qt:.': · ··,t:a41.B'1;56':.',·::·i·' ,t;;· : .:· .:i1i09'sr-.a~2'-2'. -·0•• • ~t.··· 559 5 max 17645.0124 1 -54.1216 2 -244.5505 1 560 .rri1'ri-· f121bl!:1R'A'4·. · ::.i.2:-. ; .. : .:2oe:ts~t5tt · .. ·: ·L . ·._,:~-s:ist:"tfs6'6~Jt:, .2. · . 561 TC16 1 max 17645.0124 1 181.9218 1 -244.5505 1 · -562; ., ". niirt · . · . tf2:1{1l)934A,t : : . ·_ ''.}2'/ :: : ':'.,.~ili'ii:~;e~;g,. . ./>} zi .:~.' "',;J33·§t0B6S1.. .~;; /\2W: ., 563 · 2 max · 17645.0124 1 65.9218 1 -504.6979 2 ",sstf' · · · -, .... /' ,t ··mir{ . · ·· · ., -· H21:0,,9·3·41t ?>·:·: ''.: ~::2> ·.: / · ·.utf0Ir9;; : .;:: . ·· _;:2~ -~ ; is.,·':~~~ga·a;ioarltrlt\i ,:·;::w_:f..:; 565 3 max 17645.0124 1 -30.8981 2 -436.3092 2 ·.:566': · · '; '; . min · · : ·1 f:z:t0·:934i:l:r-:<. ;:-,; ;;2_;,;r :\/,:Jso.z0::zaz:~,.-.,::~, ~r 1i:.:;:·~ /:'~;f03s~tf1ml31itt 'AH~:)('. 567 4 max 17645.0124 1 -69.8981 2 -133.9204 2 ':56'8. · ·: ·.mfrf .. : ·,.· · .. ;f1'2:ii'01934~f-': :·'·', ;-~' !~~;:';V :;N;~W66t078it<;{,1· ::1:'~':-:•: ;t;_,;,3Ift11W2'.5fi 1;..i:-:-~r :::.. 569 5 max I 17645.0124 1 -108.8981 2 957.3269 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99~2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 10 . ; ,.-:: ~·1 ,I,' • >' ~.. ' . ,•:'\, ,. Company : Prime Structural Engineers ..(;Desigrrer : prime4 Job Number: 2K10-40 JOIST 1 -W/ PLATFORM 2 Envelope Member Section Forces (Continued} .~10· , 571. 573 575 576 577 579 580- 581 ·582 587 "588· 589 .,59:0. TC17 . ",. ·.~'·,,: '.• -_.;}_~·:' TC18 ,, ' ' .: . : .. •" ~ Axialflhl LC Shearflbl LC trlb-inl LC ;mifr . : .. · .. : ~1·,1,2:f0:,9a~it, _ :\i,; :?:2(; C .-~;;2s2t.iC!fr"7::a2r:.,.:/ . :J,\::i M ···:-·:·::~r:1. ,:, . .-:'.2( 1 . max 12814.1897 1 288.6186 I 1 957.3269 1 2 max 12814.1897 1 172.6186 1 -140.6121 2 3 max 12814.1897 1 56.6186 1 -449.6925 2 4 max 12814.1897 1 -6.9866 2 -524.7728 2 5 max 12814.1897 1 -45.9866 2 -365.8532 2 1 max 12814.1897 1 101.5803 1 -365.8532 2 2 max 12814.1897 1 -14.4197 1 -379.493 2 3 max 12814.1897 1 -56.2267 2 -159.1328 2 4 max 12814.1897 1 -95.2267 2 902.0353 1 5 max 12814.1897 1 -134.2267 2 2728.5538 1 RISA-2D Version 9.0.0 [\ .. :\ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\JOIST 1 -w. Platform 2.r2d] Page 11 J-.. ,{ ,,_ <f c' "" ..\ "\ \.I~ if (', -~ -~ Lll-,XIV,Xe>Jl& ,._ ... I\ VI ,, -:'-,. ..,<~., _.., "..-1;,, ---\ 0 t'+. ('\ ! ~\ '¾, ~ ~ ,.., (I -.I' ~ -,::, {; 'I\ ~ x:: ~ ~ ~ i ~ ~\3. c:: ,c-. ~ d-'.j' X ,@ \l'3 1,. "" x.. t ~ ! LIV,XJv,Xl!>.U& -.r.. v'i..-..i::.. ,~~ " ,, ~ ~ \{\ ~ " i\ \1 l(_ )( -:) ~ OQ <::x>_ ~ ~ r- ~ + <:::,. 0 ,, ,, \N :+: ~ Ov> ~ ;x " ~ r~ -s., t cl-~ -C.. ' \\ ,., " ~ \' f ~ V' -(\ "' ~,~ ~\~ c-' -~ •t < O'l C, ~ ~ ·" ~ r' ,c-J) '\ d-'.j' _.r--- r~ ,, ,l• N N v i-r ~ ):I ):I .:1) i L1v1XIV1Xe>.ll& ~ <?~ ~ c:> ~ VJ, "' l'.J ~ "" ~ ~ ...f s} <,a, (' ( cl-e '~ ij ~ l <,) 0 f\ ~ ~ (' "" 0 0 \ t 0-~ (,) t 'l, ~ ,-: 1 <t" * @-+' .,v: ..) ~ -I;;;--~ ~ " ~ X l'I) i<, i " ~ "O ()) '""\ .-..-- 0 Llv,Xl•1Xl!>.ll& .,. Vf ~ .,¥ ~ ~ cl-e ~ ~.., ~ {ii) !) ')) ,-'-, ~ ......_c" "" i -!_ 'cf-" ,.,.,@'+' .J) LIV,Xlv,Xe>.12& ? ~ ~ ~~/..!, -t ~i,.! ,Q ~-1, 0 t '?s '\. i::.. C ~ ~ ~ .j ~ &.. -19735.5 <Nl=<i 6(U556 "8665.5 """ ---,----· · -r-·· -~ .,'°, 4""' 205501,~,) ... J>U.,X,X0>125 .. .,,. l.U'OXO>l25 iJi1s lJ.3XlX0>125 j;,';.62 WX3l<0>125 =· WX3X<)>l,S ,,. WX3)(0"25 ~' U.,X,X0>125 HO~ ~m,a ?'Ji3 7w 4dil'.¼Z -f.iio.9 .I. M1 fi,1 Lcads:lCJ.0-E Solutkm•E,N.sope Mi,mberMblF«eel(I>} {<, ~~~ "I% Prime Structural Engineers prime4 2K10-40 ll.3X3XD.231X1 ,(,~ ~-i ~.!7 !J,3)CX0.232X1 ll.3X3X0.232X1 GIRDER @ LINE B BET 5/4 I.L3X3X0.3125 ef!,,, ~?f: ~ Apr 2, 2010 at 11:31 AM GIRDER -LINE B BET 5-4.r2d " "' "' .Y,;W~125 ··.12 N13 ~~ ~~i ::j u 9..:: ;;:: :;u 2! ~ 1 """'""" r~.1"1 2 ~ : ~; -o ::J.:JS,,,. rn er., ...-1 "' "k SJI STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC) (ASD • ALLOWABLE STRESS DESIGN) Description: GIRDER@ LINE B BET 5/4 CHORD PROPERTIES: TOP CHORD: LL 3.00X 3.00X 0.313 Chord Gap= 1.00 in BOT CHORD: LL 3,00X 3.00X 0.232 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Rz S.top S.bot Top Chord 3.555 in• 0.922 1.647 0.589 3.491 1.414 Bottom Chord 2.676 in• 0.933 1.629 0.593 1.076 2.787 PRIME Job: ~ STRUCTURAL Date:~ ENGINEERS sttt: ~c.,t,1)7 I Q 1.000 PANEL CHECK TC Interior TC Interior CHORD DESIGN CRITERIA: Panel Panel Lx = Length corr. to Rx in plane of joist = 48.00 in 48.00 in Ly= Fixed at 36" per §103.3 -36.00 in 36.00 in Lz = Length corr. to Rz of joist = 48.00 in 48.00 in Filler= = NO NO Axial Force, P = = -28613 lb -60156 lb Panel Pt, M = = 1807 in-lb 5677 in-lb Mid Panel, M = = 840 in-lb 3351 in-lb Kx = (for Fa see Table 103.3-1) = 0.00 0.00 Ky= (for Fa see Table 103.3-1) = 0.00 0.00 Kz = (for Fa see Table 103.3-1) = 0.75 0.75 K = (for F'e see Table 103.3-1) = 0.75 0.75 Max KUR= = 61.10 61.10 KUR Check= = OK OK ALLOWABLE STRE~SES: Cc= ~(2·rr"·E/(Q·Fy)] = 107.00 107.00 Fa =,KUR s Cc: Fa= [1-(KUR)"/(2·Cc")]·Q·Fy/[5/3+3/8·(KUR/Cc)-1/8·(KUR/Cc)'] KUR> Cc: Fa= 12·'1T'·E/[23·(KUR)"] = 22528 psi 22528 psi MP Axial, Fa = 22528 psi 22528 psi PP Axial, Fa = 0.6·Fy = 30000 psi 30000 psi Bending, Fb = 0.6·Fy = 30000 psi 30000 psi Tension, Ft= 0.6·Fy = PANEL POINT CHECK: Axial Stress, fa = P/A= -8049 psi -16923 psi Axial Check= fa/ Fas 1.0 = OK OK fb.bot = M / S.bot = -1278 psi -4014 psi Bending Check= fb / Fb s 1.0 OK OK fa+ fb = = 9327 psi 20937 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.311 0.698 (fa+fb)/(0.6·Fy) s 1.0 = OK OK MID-PANEL CHECK: fa= P/A--8049 psi -16923 psi fb.top = M / S.top.= -241 psi -960 psi F'e= 12'rr'·E/[23·(KURx)"] = 97884 psi 97884 psi Cm =,End Panel: 1-0.3·fa/F'e -- Interior Panel : 1-0.4·fa/F'e = 0.967 0.931 • Mid-Panel Chk = fa/Fa+ Cm·fb/[(Ma/F'e)·Q·Fb] = 0.366 0.787 Unity Checks 1.0 = OK OK TC End L Panel 42.00 in 36.00 in 21.00 in YES -28613 lb 1807 in-lb 840 in-lb 1.00 1.00 1.00 1.00 45.57 OK 107.00 25026 psi 22524 psi 27000 psi 27000 psi -8049 psi OK -1278 psi OK 9327 psi 0.345 OK -8049 psi -241 psi 71915 psi 0.966 0.367 OK TC End R Panel 46.00 in 36.00 in 46.00 in NO -29898 lb 2224 in-lb 1112 in-lb 0.00 0.00 1.00 1.00 78.08 OK 107.00 19394 psi 17455 psi 27000 psi 27000 psi -8411 psi OK -1572 psi OK 9983 psi 0.370 OK -8411 psi -319 psi 59952 psi 0.958 • 0.495 OK BC Interior Panel 96.00 in 96.00 in 96.00 in NO 60331 lb 30000 psi 22542 psi OK 22542 psi 0.751 OK 22542 psi 0.751 OK 100215 :, ~ STF;UCTURt\L DatG: tf. (j/) ,,, Con:ipany : Pr.ime Structural Engineers -<oes1gr1er : pnme4 PRIME Job: 2'!M!o ¥,~lj~~S Sht: /ijf ff'_ Job !\lumber: 2K10-40 GIRDER @.LINE B BET 5/4 Checked By: Envelope Member Section Forces 1 2 3 4 5 7 8 9 15 . 17 .18 19 20 21 22. 25 . '26 .· .. 27 29 . 30.' 31 32 33 . ;${:,. 37 38· 39 41 42 43 44 47 -.48' 49 ·50 51 53 54 55 '56 Member TC01 TC02 TC03 TC04 TC05 TC06 Axialflbl LC Shearflbl Lr-Momentrlb-inl LC 1 max 0 1 0 1 0 1 2 max O 1 O 1 O 1 3 max O 1 0 1 0 1 4 max O 1 O 1 o 1 niin ·(i)-1 .. 0, .1. ,(!l. ..1 5 max O . 1 o 1 O 1 1 max 28613.321 3 42.923 3 O 1 2 max 28613.321 3 42.923 3 213.974 2 3 max 28613.321 3 42.923 3 427.947 2 4 max 28613.321 3 42.923 3 641.921 2 5 max 28613.321 3 42.923 3 855.895 2 1 max 28613.321 3 40.754 2 855.895 2 2 max 28613.321 3 40.754 2 366.849 2 3 max 28613.321 3 40.754 2 -122.197 2 4 max 28613.321 . 3 40.754 2 -358.487 3 5 max 28613.321 3 40.754 2 122.941 3 1 max 49735.533 1 61.498 3 122.941 3 2 max 49735.533 1 61.498 3 -615.034 3 3 max 49735.533 1 61.498 3 -507.628 2 4 max 49735.533 1 61.498 3 -211.297 2 5 max 49735.533 1 61.498 3 85.033 2 max 49735.533 1 68.194 2 85.033 2 2 max 49735.533 1 68.194 2 -733.299 2 3 max 49735.533 1 68.194 2 -1551.632 2 4 max 49735.533 1 68.194 2 -2131.968 3 5 max 49735.533 1 68.194 2 -1899.637 3 1 max 60155.559 1 .152 3 -1899.637 3 2 max 60155.559 1 I .152 3 -1901.467 3 3. max 60155.559 1 I .152 3 -1087.585 2 RISA-2D Version 9.0.0 [\ ... \ ... \ ... \dwgs99&2ks\2010\2K10-40\RISA\GIRDER -LINE B BET 5-4.r2d] Page 1 • .i.. Company : Prime Structural Engineers Desigr'ler : prime4 PRIMEJob: 'qj_ u~t.tv SrnUC~'I.JRAL Date: 3~ PIT~\l21.0,.:'l"fh1 r.'ht· ft,JITq ':'$-211111\Yf!ti:.1 ..:., ' r-+ Job f\lumber: 2K10-40 GIRDER@ LINES BET 5/4 Checked By:_. _ Envelope Member Section Forces (Continued) Member f::,:,r-Axialrlbl U"~ Shearflbl LC Momentflb-inl LC 57 4 max 60155.559 1 .152 3 -37.229 2 59 5 max 60155.559 1 .152 3 1013.127 2 61 TC07 1 max 60155.559 1 101.057 1 1013.127 2 63 2 max 60155.559 1 101.057 1 -61.42 2 65 3 max 60155.559 1 101.057 1 -1135.968 2 67. 4 max 60155-.559 1 101.057 1 -1985.989 3 69 5 max 60155.559 1 101.057 1 -2012.332 3 71 TC08 1 max 48665.508 1 -8.504 3 -2012.332 3 73 2 max 48665.508 1 -8.504 3 -1910.285 3 75 3 max 48665.508 1 -8.504 3 -979.55 2 . 77 4 max . 48665.508 1 -8.504 3 173.207 2 79 5 max 48665.508 1 -8.504 3 1325.964 2 85 87 _:88 91 . -92. 93 97 99 too 101 102 103 f04 · 105 ::toe::· _:·. 107 109 -· :;1::{(j . 111 1:12 113 TC10 TC11 TC12 2 max 48665.508 1 70.347 2 481.803 2 3 max 48665.508 1 70.347 2 -362.358 2 4 max 48665.508 1 70.347 2 -1042.425 3 5 max 48665.508 1 70.347 2 -855.186 3 1 max 29897.598 . 3. 38.011 3 -855.186 3 2 ,i-max 29897.598 3 38.011 3 -1197.282 3 3 max 29897.598 3 38.011 3 -857.634 2 4 max 29897.598 3 38.011 3 -261.111 2 5 max 29897.598 3 38.011 3 335.412 2 1 max 29897.598 3 7.292 2 335.412 2 2 max 29897.598 3 7.292 2 251.559 2 3 max 29897.5~8 3 7.292 2 167.706 2 4 max 29897.598 3 7.292 2 83.853 2 5 max 29897.598 3 7.292 2 O 1 · :min. :--:.;tH41~81:tf: · ... >2·:·:·, .,,,_, .:: ;.;4nti3'st·· t:;\i<T3·t · -.. -:< ·. ~-" ·,·0~ _, .. ,,.:_: ,:-f '.'Tf:· .. :-:: max O 1 0 1 0 1 2 max O 1 0 · 1 0 1 RISA-20 Version 9.0.0 [\ ... \ ... \, .. \dwgs99&2ks\2010\2K10-40\RISA\GIRDER -LINE B BET 5-4.r2d] Page2 ,.. Company : Prime Structural Engineers .c Desig,'ier : prime4 PRIMEJobU'i u-~ STRUCTURAL Date:~ j(ij~1ef.RS Sht: f:£/-1£_ Job f\Jumber: 2K10-40 GIRDER@ LINE B BET 5/4 Checked By: Envelope Member Section Forces (Continued) . Member 117 119 120 121 BC01 12-2 123 125 127 .1~28· .. 131 BC02 132 133 137 139 Ar~re: ........ ,·· 141 BC03 143 144 145 146 147 '.:1'48· 149 -f50: 151 BC04 155 1;55 157 1:58 159 .j'6(). 161 W2 163 ·1'64. 165 167 f68 -- 169 170 Sec ~vialflbl LC Shearflbl LC Momentrlb-inl LC 3 max O I 1 0 1 0 1 4 max O 1 O 1 O 1 5 max O 1 0 1 0 1 min 0 ·t =t>: · 1 (:)' · .1-· 1 max -17332.859 2 32.076 1 O 1 2 max -17332.859 2 32.076 1 -233.224 2 3 max . -17332.859 2 32.076 1 -466.447 2 4 max -17332.859 2 32.076 1 -699.671 2 5 max . -17332:859 2 32.076 1 -932.894 2 1 max -26944:054 2 .921 2 -932.894 2 2 max ~26944.054 2 .921 2 -954.995 2 3 max -26944.054 2 .921 2 -977.096 2 4 max -26944.054 . 2 .921 2 -999.197 2 5 max -26944.054 2 .921 2 -1021.298 2 1 max -26741.571 2 -.655 3 -1021.298 2 2 max -267 41.571 2 -.655 3 -911.296 2 3 max -267 41.571 2 -.655 3 -801.294 2 4 max -26741.571 2 -.655 3 .292 2 -,min ., __ 59;z-5·9;s·s2~; :; ,: 1: .. ,.,-:-:;r {:4st.ao6', .. ·:. · ·· ··t '.-./; :. .,.-... !k.':: .. : ,~/> 5 max -267 41.571 2 -.655 3 -581.29 2 _.,., >' ' ' ~"' 1 max -16702.464 2 -6.92 2 -581.29 2 2 max -;16702.464 2 -6.92 2 -435.968 2 3 max -16702.464 2 -6.92 2 -290.645 2 4 max -16702.464 2 -6.92 2 -145.323 2 5 max -16702.464 2 -6.92 2 0 1 1 max -11441.333 3 0 1 0 1 2 max -11441.333 3 0 1 0 1 3 max -11441.333 3 0 1 0 1 4 max -11441.333 3 0 1 0 1 5. max -11441.333 3 0 1 0 1 min -25937.821 1 .. · 0 1 ::'· ·t1L · ·. -~--.1,_?··· RISA-2D Version 9.0.0 [\ ... \ ... \ ... \dwgs99~2ks\2010\2K10-40\RISA\GIRDER -LINE B BET 5-4.r2d] Page 3 7 ,. , Conwany : P~ime Structural Engineers ,,e Des1gi~er : pnme4 PRIME Job:'2fi?~bo STRU(~r~RAL Date:_~ WJi&RS Sht: -f3JJ./- Job Number: 2K10-40 GIRDER@ LINE B BET 5/4 Checked By:__ · Envelope Member Section Forces (Continued) . 173 174 175 . ft.6. 177 178 179 181 189 191 1'.92 197 f98.· 199 203 .204. 205 ,2013. 207 :208·. 213 215 21'6. 217 219 225 227 Member W3 W4 W5 V1. W6 W7 1 2 3 4 5 1 2 3 4 5 1 2 3 AvialFlbi LC Shearflbl LC Momentrlb-inl LC max 61.132 2 O 1 O 1 max ·n1ln· max rrih, max min max min max max 61.132 2 0 1 0 1 61.132 2 0 1 0 1 61.132 2 0 1 0 1 -83.042 3· · · ·o: 1 0, ~ 61.132 2 0 1 0 1 27823.239 1 O 1 0 1 27823.239 1 0 1 0 1 max 27823.239 1 O 1 O 1 max 27823.239 1 O 1 O 1 max 27823.239 1 0 1 0 1 'min max -6323.498 3 0 1 0 1 max -6323.498 3 O 1 O 1 max -6323.498 . 3 0 1 0 1 · .. '.:.,min:· ·:.:i2:.~:~'40-g5;2ar::_~;; :· :<t·:,;~:-:::):·'Jt;:;my;:::·;:}!c.:!f·.?~:1. ·;f:j:' :::,l\ot;;:K,r/t/t.:-?!n.;'.~.;: 4 max -6323.498 3 0 1 0 1 5 max -6323.498 3 O 1 O 1 1 max 92.889 2 0 1 0 1 2 max 92.889 2 0 1 0 1 3 max 92.889 2 0 1 0 1 4 max 92.889 2 0 1 O 1 5 max 92.889 2 O 1 o 1 1 max 14120.148 1 0 1 0 1 2 max · 14120.148 1 0 1 O 1 3 max 14120.148 1 O 1 o 1 4 max 14120.148 1 O 1 o 1 5 max 14120.148 1 O 1 o 1 1 max 23-4.246 1 0 1 O 1 2 max 234.246 1 O 1 o 1 3 max 234.246 1 O 1 o 1 4 max 234.246 1 O 1 0 1 RISA-2D Version 9.0.Q [\ ... \ ... \ ... \dwgs99&2ks\2010\2K10-40\RISA\GIRDER -LINE B BET 5-4.r2d] Page4 "" ,, Com'pany : Prime Structural Engineers '·Desigrfor : prime4 PR I ME Job: -:z,3[. t SJJ<U~'.iIBAL Date:._ 1~_ :Ei'~Mf.: t Rs s ht: pz Job Number: 2K10-40 GIRDER@ LINE B BET 5/4 Checked By: Envelope Member Section Forces (Continued) 229 231 232 233 -234 235 ·2aa .. 237 238. 239 243 244 245 246. 255 · 257 ,258 259 261 263 ',264 .. ' 267 268 269 .270. 271 2;7-2 . 273 275 ;~,276 ·_. 281 .282 283 ,:2a4 V2 W8 W9 V3 ' ~ ~.,' .. W10 W11 Sor-Axialflbl LC~ ShAarflbl LC ~nomentrlb-inl LC 5 max 234.246 1 O 1 O 1 1 max 197.952 1 O 1 O 1 min 2J:J43-· 3 0 1 :t:r 1 2 max 197.952 1 O 1 O 1 3 max 197.952 1 O 1 O 1 4 max 197. 952 1 O 1 O 1 5 max 197.952 1 0 1 0 1 1 max -138.492 3 0 1 O 1 2 max -138.492 3 O 1 0 1 3 max -138.492 3 O 1 O 1 -4 max -138.492. 3 0 1 0 1 5 max -138.492 3 0 1 0 1 1 max 14784.109 1 0 1 0 1 2 max 14784.109 1 O 1 0 1 3 max 14784.109 1 0 1 0 1 4 max 14784.109 1 0 1 0 1 5 max 14784.109 1 0 1 O 1 1 max 176.932 1 O 1 0 1 2 max 176.932 1 O 1 O 1 3 max 176.932 1 O 1 O 1 4 max 176. 932 1 O 1 O 1 5 max 176. 932 1 0 1 0 1 1 max -6666.311 3 o 1 O 1 2 max -6666.311 3 o 1 o 1 3 max -6666.311 3 O 1 O 1 4 max ,.6666.311 3 O 1 O 1 5 max -6666.311 3 0 1 0 1 1 max 25314.066 1 0 · 1 0 1 min. 2 max 25314.066 1 0 1 0 1 : min:. RISA-2D Version 9.0.0 [\ ... \ ... \ ... \dwgs99&2ks\2010\2K10-40\RISA\GIRDER -LINE B BET 5-4.r2d] Page 5 ,.. ._Corrj'p5my : P~ime Structural Engineers Designer : pnme4 Job I\Jumber: 2K10-40 GIRDER@ LINE B BET 5/4 PRIMEJob~jT S~RUC,1\.LRAL Date: Lf 1 :'6~·~~~ RS Sht: £v1 ,~. Checked By: Envelope Member Section Forces (Continued) Member ~ .. ,. Axialflbl LC ~hearflhl LC Momentrib-inl LC 285 3 max 25314.066 1 0 1 0 1 I 287 4 max 25314.066 1 0 1 0 1 289 5 max 25314.066 1 0 1 0 1 291 V4 1 max 73.572 2 0 1 0 1 293 2 max 73.572 2 0 1 0 1 295 3 max 73.572 2 0 1 0 1 297 4 . max 73.572 2 0 1 0 1 299 5 max 73.572 2 0 1 0 1 301 W12 1 max -12696.229 3 0 1 0 1 303 2 max -12696.229 3 0 1 0 1 305 3 max -12696.229 3 0 1 0 1 307 4 max -12696.229 3 0 1 0 1 309 . :no· 5 max . -12696.229 3 0 1 0 1 RISA-2O Version 9.0.0 [\ ... \ ... \ ... \dwgs99&2ks\2010\2K10-40\RISA\GIRDER -LINE B BET 5-4.r2d] Page6 1 • I'~ ) ~ 0 :,,-- ..p -- 11 u... <';" "' .:::. J--... r ,, 4 s ·1 ~ ::::::. . ' ~Q ':I-...._; .... (:,Q " <r ~ 't~ ~ J- ~ .. ..) .s A .) ->I. ...,i. r-0 "" I'll 1/\ ~ I• " ~~ ..i. ..JI. r-~ ,... ~ -::i--"" a!! ..,_,) __,j_ ..:i. ,-... ~ r-t:P :r-ti\ ... ~A ~.I ~ ..:.l. ,-~ r--00 ~ t" I• • ~ ~ _:,L .... ,-. .JI ,-... (><> -::,:. "" .. " -:;---. ~ ';.t.. :z: ~ -"" E -"""' A.. "' l-1;,'- ,,_~ ~ ...>I. r-,;;,; 'i q_'t .::L () ..; .. J. ~ \.I'\ ~ ...,, I\ -s ~ ..:,l. c-.,; ~ c!- .:,l. :s ...:. I\ l .,, _s.. 00 c.,o PRIM EJob: i.13.!:fJ... STRUCTURAL oate:-'1.lJ.i,~ ENGINEERS sht: f.!d-1 fu__x I ,' ' ,,. 58887 58887 58887 --r ·58887 -.~:.a:-13.~2_3~_5~_9-;.~3.--,..., -_-_ -_-_-:7.,..,c--19553.5 [ Solution: Envelope Member Axial Forces (lb) PSE PRIMES 77539.5 76460.8 76460.8 l~-~-~I 7_7_5_3_9_-5__,\ 76460.8 176460.8 I 7455.4 · GIRDER En.llll @ -,t{f) AXIAL ENVELOPE · 56564 56564 Apr 5, 2010 at 8:09 AM GIRDER -NEW.r2d ,. I ~ ;, ,, SJI STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC) (ASD • ALLOWABLE STRESS DESIGN) Description: GIRDER BTWN 2 & 5 CHORD PROPERTIES: TOP CHORD: LL 3.50X 3.50X 0.313 Chord Gap = 1.00 in BOT CHORD: LL 3.00X 3.00X 0.313 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Rz S.top S.bot Top Chord 4.180 in' 1,082 1.842 0.690 4.945 1.952 Bottom Chord 3.555 in' 0,922 1.647 0.589 1.414 3.491 PRIME Jot>: t11i ~t-(:o STRUCTURAL Date: <.,ti \ 0 ENGINEERS snt: ~ P' I (] I . Q 0.987 PANEL CHECK TC Interior TC Interior TC End TC End BC Interior CHORD DESIGN CRITERIA: Panel Panel L Panel R Panel Panel Lx = Length corr. to Rx in plane of joist = 48.00 in 48.00 in 44.00 in 58.00 in 96.00 in Ly= Fixed at 36" per §103.3 = 36.00 in 36.00 in 36.00 in 36.00 in 96.00 in Lz = Length corr. to Rz of joist = 48.00 in 48.00 in 44.00 in 58.00 in 96.00 in Filler= = NO NO NO NO NO Axial Force, P = = -77540 lb -77540 lb -22331 lb -23045 lb 818351b Panel Pt, M = = 8468 in-lb 8468 in-lb 3550 in-lb 3504 in-lb Mid·Panel, M = = 8468 in-lb 8468 in-lb 3550 in-lb 3504 in-lb Kx = (for Fa see Table 103.3-1) = 0.00 0.00 0.00 0.00 Ky= (for Fa see Table 103.3-1) = 0.00 0.00 0.00 0.00 Kz = (for Fa see Table 103.3-1} = 0.75 0.75 1.00 1.00 K = (for F'e see Table 103.3-1) = 0.75 0.75 1.00 1.00 Max KUR= = 52.18 52.18 63.77 84.06 KUR Check= = OK OK OK OK ALLOWA.BLE STRESSES: Cc= ~[2·TT2·E/(Q·Fy)] = 107.73 107.73 107.73 107.73 Fa =1KUR s Cc: Fa; [1-(KUR)2/(2·Cc2)]·Q·Fy/[5/3+3i8·(KUR/Cc)-1/8·(KUR/Cc)3] KUR> Cc: Fa= 12·TT2·E/[23·(KUR)2] = 23740 psi 23740 psi 21841 psi 18058 psi MP Axial, Fa = 23740 psi 23740 psi 19657 psi 16252 psi PP Axial, Fa = 0.6·Fy = 30000psi 30000 psi 27000 psi 27000 psi Bending, Fb = 0.6·Fy = 30000 psi 30000 psi 27000 psi 27000 psi Tension, Ft= 0.6·Fy = 30000 psi PANEL POINT CHECK: Axial Stress, fa = P/A= -18552 psi -18552 psi -5343 psi -5514 psi 23022 psi Axial Check= fa/ Fas 1.0 = OK OK OK OK OK fb.bot = M / S.bot = -4339 psi -4339 psi -1819psi -1796 psi Bending Check= fb / Fb s 1.0 OK OK OK OK fa+ fb = = 22891 psi 22891 psi 7162 psi 7309 psi 23022 psi Panel Pt Chk = (fa+fb)/(0.6·Fy) = 0.763 0.763 0.265 0.271 0.767 (fa+fb)/(0.6·Fy) s 1.0 = OK OK OK OK OK MIO-PANEL CHECK: fa= p /A= -18552 psi -18552 psi -5343 psi -5514 psi 23022 psi fb.top = M / S.top = -1712 psi -1712 psi -718 psi -709 psi F'e= 12rr2·E/[23·(t<URx)2] = 135017 psi 135017 psi 90383 psi 52016 psi Cm =1End Panel: 1-0.3·fa/F'e -. 0.982 0.968 • Interior Panel : 1-0.4·fa/F'e = 0.945 0.945 • Mid-Panel Chk = fa/Fa+ Cm·fb/((1-fa/F'e)·Q·Fb] = 0.845 0,845 0.300 0.368 0.767 Unity Check s 1.0 = OK OK OK OK OK 100215 ,., ~orr:iPany : PSE . ues1gn'er : PRIME5 Job r-Jumber: Envelope Member Section Forces GIRDER & PRIME Joe,i/t~cfo ~ STRUCTURAL DATE: l 0 Jl!a'~Viiiir.> ENGINEERS SHT: Pvl f't, Checked By: r- MAmber _c:.,.,.. Axialr!bl LC Shearr!bl LC Momentrlb-inl LC 1 TC01 1 max 22330.6892 1 80.671 1 0 1 2 min, . 22:t30:·sa92; 1, , 'a'<N,ml :t ... · · ':f(!r . -: ·.. J . ~ 3 2 max 22330.6892 1 80.671 1 -887.3813 1 -4 .. . .min-. . -2-2t3Jo.;ss·92,: ... :' : t; : . · :;ja·0!t5?-if --ii· : :-::s:a,;z;:3's\11sj· ... , ,:-_. ::1::':/ 5 3 max 22330.6892 1 80.671 1 -1774.7625 1 · --~Ef · ·min . · 22a:l6:·s'a92~· _.-.. < 1: ·. ·: : :··ame71, 1-·• · -~1°77-4i:762fF ·, ·1 7 4 max. 22330.6892 1 80.671 1 -2662.1438 1 8 · -mini 2233D/6~3°~i'z· ·:. .. ,_.J_ .· .. : ·t .. a~o!6cit· ·. :· .· f ·· .. : '.·-' :'.::~66'2~'.11i+za\~: ,.'. f · · \ 9 5 max 22330.6892 1 80.671 1 -3549.5251 1 td1 · mffL·. 22~s016892: .: · · :· .. _ .",11 --TJ'.,:. d:lGite':'ia-~;: . : · '" ···:, 1/Jhi:: ·:,;Ge'5'iff~15~&Jf:,;:-; ,:, . j:_ .·, 11 TC02 1 max . 22330.6892 1 -83.6963 1 -3549.5251 1 ·1;2: · · · min. · .· 213e'd'fff8·92.: · · .. ' · ... ~i ··, .-\4M?s·95a(':· :; :, ,1t/~11£?i/a5:49t52S:it~:1:iiLt14f: : 13 2 max · 22330.6892 1 -83.6963 1 -2628.8661 1 ·tJ ·min . . .. 22s3®:6a'St:> :Y.t~~ :· :.,.,;fi:;ita-:t6stsr:~,;;:::.1:-1~:::tt,r.~2~~a1a"66~t 1}:, ·~%~·-i 15 3 max 22330.6892 1 -83.6963 1 -1708.2071 1 ' t6: min· .22330',6892-,... '' ,··-~; "' :i:tlf3'3~6·~rss-" :.~.e;:,, \f .. ~!-:1:.,;~~t!;:J·a-::2'0/l~ijt'. ,i~t:t 17 4 max 22330.6892 1 -83.6963 1 -787.5481 1 ;Hf . ni'ih-:: 223·3·0!6892: , ··'·':J, .· · ·-,~"a·a,:6.9'63: ·. ,:!: ·. t . : '.,.: )ViB1~5~8l. ·:;, };f,. · 19 5 max 22330.6892 1 -83.6963 1 133.1109 1 20.. tnir-i . 22B3'.0fa·M2t·_::. :: . ~ .. t )'". '}:1·Mts·gte-: ... '? •. :::1~,--,: :.· '"i1<33:0'1t:l:©9'~ · . ,:.:..-:t;J',- 21 TC03 1 max 58886.9721 1 130.05 1 133.1109 1 ·22 · . ,mfti:;.::: , ,58$86~{9:'k:til.-:' ·. -~ '::::'nt-\ 'i:'-~3.:~1f3'@~&5t ,_::, ~i '':-~'1Wf'.~ ;'.":): .;~~1133~;;ti1t€f§;f,~r,_~/&1tl1:-:l1 23 2 max 58886.9721 1 130.05 1 -1427.4891 1 ·:.:ta,: .. ,, · ~ "= ,;_,··F· i ."·:· • ":·· · ··r· · · . .-· . · · ~-·mifi_,, ___ ,. ·--.. -;_··sss8t;~rgt121~t_:£"'··'m";-~r:,J/~ ~(tt,:<~~1a~a~~o·t(e'·'{'lt f~rnf:1111~~~2.;'i?a:a'§'.itl::"3 ,., .. ,,~~'~1": 25. 3 max 58886.9721 1 130.05 1 -2988.089 1 · 2e: .,~ ,_ . -_ ·" -· ·. , :_; .. ·--· ·:·-· ·_i· · , · .~ _·.rr1rri'--·: -;. \. ::£588l~IJ~t@1-rt1~-:. /:.;.~ r?,~;.t:?1r;~:1~~:_;:~~01el5\~~\t?i-?~~:1t)\1 J~ .. ;ii~~fa'.a~0~a9ft~t~t'11!;1~;;~~ 27 4 max 58886.9721 1 130.05 1 -4548.6889 1 · 28: · '· . ... · mir:h . · · · : ;,5888M112f :'';~,;:;;, C\t/::; ,;;~'*'t'}\1!30¥0'!,ng:; KC-1:\t tW1!f45~t'8~6'a8'gjJi\ ::n;~ttf~? 29 5 max. 58886.9721 1 130.05 1 -6109.2889 1 : ,:so; . · ,. . :-min: • : · .,,str8s6~9o/rQ;f/: ,_.< :; ~,1r·::·': :;\.Jt1::1~toJ::,·s~<:r:> :,. r: 1!1f/\'tf!f6fff@912a'a9t~iJ rc-:t~'iH::1 · 31 TC04 1 max 58886,9721 1 -55.7286 1 -6109.2889 1 .· 32· . miii' ·' ·588~3'Ef9'12~k--'·:,. :e· .,f,::;_,;(';~:;;:;;;55{i286f: ?::; :i1~'?J;:,:·::;;6:1t0'§¥'213'~!'9'i'j~/.;-;T\:l::,: 33 2 max 58886.9721 1 -55.7286 1 -5440.5457 1 '· Bii: ,!, . : -_. . ,: ... , '. ·mir,r ':f· '''58l3'86Y9J7..Q!.t\ },. :;L'.\rl{5i, ;·,.z~@55/l!2"86Vf,;:Jii/r:i(fa~t?~5'A~'OV5W5lt,:l~/ii,)i;[fi\:s~ 35 3 · max 58886.9721 1 -55.7286 1 -4771.8025 1 ·.;35-,J: · ; . ·-: :::_ . .:. 'J ' ~ • ;,;,:}, :~:.:.,: :'.-_..'.· ::·,c' . ,"·.; ;. ~ i:ifjfrj t.:i.:Sd5:888(lf:97'2](;;/\j; :~:;~n~t/; jfi?i:ft&SY128l317.f::~ '.f';!d{~i:s lmi~.itii{1'.Nf0Z§)t(~ li'J1Y~i1W 37 4 max 58886.9721 1 -55.7286 1 -4103.0594 1 · :ia: . · :; · · ·. irlir\ . ·.1 ~, • ,·. • Js·e·trM~'.910~( ;/;,:,:·: \··:. r1t; ·; ~, ;,:;,;;:55\ii2mr:.t}X:! ::;·::·'c10;:~,1 ~:;;~:a\folit@:s@al;} ~? lii~¼) 39 5 max 58886.9721 1 -55.7286 1 -3434.3162 1 40 -min · ·5g·E3°86:·9J.it ... :,··:·,,1f.:." .·.: .... >-!~'5'5}72'8Ert··\:,:· ;1li-\::-ii#B%:a\a~X-3~11s21;~,.;,}:/i~1.::~: 41 TC05 1 max 77539.5007 1 27.4315 1 -3434.3162 1 4-2 min. 77l539/500''t -· .. :f ,: ::,· ::i3tz.r.-'.4S':1'5t::· · '-.'?·f .'\·t· .,.,s~I321-t3'.il'.6'2~ ,:· J~\1(,t, 43 2 max 77539.5007 1 27.4315 1 -3763.4941 1 ·-44 mih , .. ·. TZ5-39r50Cl'7" _ · . .' :., .. '.f.~. ,:, i· ;~tf:ztt.Ji'3~l5f., _''.·r. :_ .,.,1'. : :-.,.•-::~8i?.Ji:tm9~t1f. '1· ::.{t ,:-"\ 45. 3 max 77539.5007 1 27.4315 1 -4092.6719 1 · Je--. mih: . \ . _ tts'M?s"Ei"0/¢·. · _; ... :.,.:~ff/.::'% ~ift@ft:14~~1?5:'l:/ ~ r ;w<f; 1i-}¥40§2ta;1.:.1;~FJfil fj~1ttr~; 47 4 max 77539.5007 1 27.4315 1 -4421.8498 1 Xi:lai:: ~,:'-,' ;, .. -· : ·', ,. , , :, \1: ··.:· -:t~. , : ; , )' ; ··. ::m'fii~--~ ;; .,;-, '.j7#5B91150'o~tf ;\ r;·:rl~~1i;;;:, t\':})t2;yiJ~aWBJ.~tt; illJ~{:~}~~~kl!ilJ42lW8~918t'ii:I 1§;:\M;:lli 49 5 max 77539.5007 1 27.4315 1 -4751.0277 1 :11s0i; ., :;·. . _ · ~.-/ ... ::" ·· · -: :. ·. ; ;·. · · · · · · . .-:'mirn-~·'-i ~ .· /~·ttsJ9°:-6cSoiit::.\t1 ~,J:.ijlftltJ6t'}j;2tr4a'!~:5wti;i ~ti11tri.a.,~.1~~6i~J0i2$it?J:i r.~1t~11~&1; 51 TC06 1 max 77539.5007 1 77.4364 1 -4751.0277 1 s2 · -, .min, .1t!5se.:so:01.::: .. : 0 : ;~-:;.~;:;x \:.:::::']tiZ\4'aB1r:':·:~>,\:f1i::? ?:,·:-~~rs~~1tff21.da{l.j :,:;e::1f':J 53 2 max 77539.5007 .1 77.4364 1 -5680.2649 1 .. :54:, ·. · .mfh • -. 7-7539:'500f!:::: . '/'. \ ,J;ii\r-#:/kJlil:4:3·s~f~:J\:, ~t: 1': .: .. ~ :':;:;~568©\~26~gh~cI Lit1~';.:-) 55 3 max 77539.5007 1 I 77.4364 1 -6609.5021 1 ·55 . ·min · ·11:5e9.:5oo=r.· : / .':t:·)L.1/.?t:t·)4:St34, ;-,.,,,·At>··.~ ,~550§lsb21tJ:,;.~/,y ~r-,;1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99~2ks\2010\2K10-40\RISA\03-31-10\GIRDER -NEW.r2d] Page 1 .,,. cw .,. ,.Corn~'1nY : PSE Designer : PRIMES Job I\Jumber: GIRDER ~ PRIME JOB:i(}rl('.ii A STRUCTURAL DATE: \O EPii:>~ ENGINEERS SHT: /Jt-Htl Checked By: ~ Envelope Member Section Forces (Continued) 57 58: 61 -62 .. 63 67 68: 69 . 70 71 .'t2 • 13 14. 75 Member TC07 TC08 ·:~s:... . , .. ·. 81 ''.82; __ 83 ·84: 87 89 '. .. :!;)'(:):: 91 95 101 103 105 '-1:06·. - 107 ·.1:08\ 109 111 -1"1'.2 _ 113 TC09 TC10 -T p TC11 ,:' TC12 ( ·,'. ,,, ' ':,,·. Sec Axialflbl LC Shearflbl LC Momentrlb-inl LC 4 max 77539.5007 1 77.4364 1 -7538.7394 1 5 max 77539.5007 1 77.4364 1 -8467.9766 1 1 max 76460.768 1 -65.8643 1 -8467.9766 1 2 max 76460.768 1 _ -65.8643 1 -7677.6045 1 3 max 76460.768 1 -65.8643 1 -6887.2324 1 4 max 76460.768 1 -65.8643 1 -6096.8603 1 5 max 76460.768 1 -65.8643 1 -5306.4882 1 1 max 76460.768 1 -49.7236 1 -5306.4882 1 2 max 76460.768 1 -49.7236 1 -4709.8048 1 3 niax 76460.768 1 -49.7236 1 -4113.1214 1 4 max 76460.768 1 -49.7236 1 -3516.438 1 5 max 76460.768 1 -49.7236 1 -2919.7545 1 1 max 56564.0071 1 60.1723 1 -2919.7545 1 2 max 56564.0071 1 60.1723 1 -3641.8221 1 3 max 56564. 0071 1 60.1723 1 -4363. 8896 1 4 max 56564.0071 1 60.1723 1 -5085.9571 1 5 max 56564.0071 1 60.1723 1 -5808.0247 1 1 max 56564.0071 1 -141.6944 1 -5808.0247 1 2 max 56564.0071 1 -141.6944 1 -4107.6914 1 ,, '- 3 max 56564.0071 1 -141.6944 1 -2407.3582 1 4 max 56564.0071 . 1 -141.6944 1 -707.025 1 5 max 56564.0071 1 -141.6944 1 993.3082 1 1 max 23045.3754 1 93.6876 1 993.3082 1 2 max 23045.3154 1 93.6876 1 -130.9427 1 3 max 23045.3754 1 93.6876 1 -1255.1936 1 4 max 23045.3754 1 93.6876 1 -2379.4444 1 5 max 23045.3754 1 93.6876 1 -3503.6953 1 1 max 23045.3754 1 -60.4085 1 -3503.6953 1 2 max 23045. 3754 1 -60.4085 1 -2627. 7715 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\03-31-10\GIRDER -NEW.r2d] Page 2 ,: "' ~ ~b1"0pc1,ny PSE Designer . PRIME5 Job f\Jumber: GIRDER & PRIME JOB:#10-tto ~ STRUCTURAL DATE: t.J,/ 1u ~ ENGINEERS SHT:~ Checked By: __ Envelope Membet Section Forces (Continued) 117 4 max 23045.3754 1 -60.4085 1 -875.9238 1 119 5 max 23045.3754 1 -60.4085 1 O 1 121 W2 1 max ..,32359.292 1 O 1 O 1 123 2 max -32359.292 1 O 1 O 1 125 . 3 max -32359.292 1 o 1 O 1 127 4 max -32359.292 1 o 1 O 1 129 5 max -32359.292 1 O 1 O 1 131 V1 1 max -164.3673 1 o 1 O 1 133· 2 max -164.3673 1 O 1 O 1 135 · 3 max -164.3673 1 0 1 0 1 137 · t3i3 .. 139 140 4 5 max -164.3673 1 0 1 0 1 max -164.3673 1 0 1 0 1 141 W3 1 max . 32546.9218 1 O 1 O 1 143 2 max 32546.9218 1 0 1 0 1 145 3 max 32546.9218 1 0 1 0 1 147 4 max 32546.9218 1 0 1 0 1 149 151 -1!52 153 t54 155 ,:f56' 157 .,1{5$,. 161 163 165 167 _.1:e8· .. 5 W4 1 2 3 4 5 V2 1 2 3 4 5 max 32546.9218 1 0 1 0 1 : •'tf.t·~.,·,:--!· . . ' .mm; max -19553.508 1 0 1 0 1 '•: .. ·mm· max -19553.508 1 0 1 0 1 r:nih max -19553.508 1 0 1 0 1 'mih··· max -19553.508 1 0 1 0 1 :min. max -19553.508 1 0 1 0 1 .. mii:t max -185.7786 1 O 1 O 1 ,, '·· :n:111:J; >" • ~ max -185.7786 1 0 1 O 1 :'. .hi,h max -185.7786 1 0 1 0 1 -min max ~185.7786 1 0 1 0 1 '~ ...... mm. max . -185.7786 . 1 0 1 0 1 ~···., ... : ,mm· RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\03-31-10\GIRDER -NEW.r2d] Page 3 f ~ "' C..0mi,any : PSE ""DesigrTer : PRIME5 Job Number: GIRDER A. PRIME ,oe,tt(!c(¾ ~ STRUCTURAL DATE: \ 0 ~~~ ENGINEERS SHT: Pv/ Checked By: 1 Envelope Member Section Forces (Continued) 173 1'74 175 176 ·. 177 l.18 179 183 185 :1:86' 187 . 1:88·, 189 193 197 198 203 '·2'04. 207 ·::toa· 209 .2·10 211 212· 217 219 221 222. 223 224 225 . .226. 227 W5 W6 V3 W7 .. ,,. W7R V3R t.vjalflbl LC l=:hearflbl LC Momentrlb-inl LC 1 max 19850.8447 1 O 1 O 1 2 max 19850.8447 1 O 1 O 1 3 max 19850.8447 1 O 1 O 1 4 max 19850.8447 1 O 1 o 1 min. . . 1'981:\J:i.84:47 · ,1 ··· · .et · 1' · '.'.. o ~1' 5 max 19850.8447 1 O 1 O 1 1 max -6023.1226 1 O 1 0 1 2 max . -6023.1226 1 O 1 O 1 3 max -6023.1226 1 0 1 0 1 4 max -6023.1226 1 O 1 O 1 5 max . -6023.1226 1 O 1 O 1 1 max 50.0049 1 O 1 O 1 2 max 50.0049 1 O 1 O 1 3 max 50.0049 1 o 1 o 1 4 max 50.0049 1 O 1 O 1 5 max 50.0049 1 0 1 0 1 1 max 5959.0059 1 · O 1 O 1 2 max 5959.0059 1 0 1 0 1 3 max 5959.0059 1 O 1 O 1 4 max 5959.0059 1 O 1 0 1 5 max 5959.0059 1 O 1 o 1 1 max 7455.3764 1 O 1 O 1 2 max 7455.3764 1 O 1 O 1 ·3 max 7455.3764 1 O 1 o 1 4 max 7455.3764 1 O 1 O 1 5 max 7455.3764. 1 O 1 O 1 1 max 16.1407 1 0 1 0 1 2 max 16.1407 1 0 1 0 1 fl'.lin 16'.140.7 1 C 0 . .: f'( ,•{' 'C --·~o ... •, < ",j'. ' 3 max 16.1407 1 0 1 o 1 4 max 16. 1407 1 0 1 0 1 RISA-2D Version9.0.0 [\ ... \ ... \seNer-d\dwgs99&2ks\2010\2K10-40\RISA\03-31-10\GIRDER,. NEW.r2d] Page 4 .• .-- I ,. t' -"".,C©t})pany : PSE Des1gn•er : PRIME5 Job l'lumber: GIRDER & PRIME JOB:~0~~0 A STRUCTURAL DATE:~tl . J!ii7/i,.)~ ENGINEERS SHT: v 'VY Checked By: Envelope Member Section Forces (Continued) 228. 229 .2BtJ. .. 231 232. 233 .235. 236 237 241 243 244.' 245 246: 247 24:a .. : 255 .256- 269 275 ·:2.76;, . 277 279 281 .. 282 283 W6R W5R V2R c' W3R •. V1R 5 1 2 3 4 5 1 2 3 4 5 1 2 min· max . rtlii:i max . :min .. max niin,· max max foih: : .. ·· max . min max mln max ,niih: ·, max .. mh .. max Axialflbl LC Shearflbl LC Momentflb-inl LC 16.1407 1 0 1 0 1 -7451.1882 1 0 1 0 1 -:-7451.1882 1 0 1 0 1 -7451.1882 . 1 0 1 0 1 -7451.1882 1 0 1 0 1 -7451.1882 1 0 1 0 1 20148.7236 1 0 1 0 1 20148.7236 1 0 1 0 1 20148.7236 1 0 1 0 1 20.148.7236 1 0 1 0 1 20148.7236 1 0 1 0 1 -201.8667 1 0 1 0 1 -201.8667 1 0 1 0 1 3 max -201.8667 1 O 1 O 1 4 max -201.8667 1 0 1 0 1 5 max -201.8667 1 O 1 o 1 1 max -19849.1696 1 O 1 O 1 2 max -19849.1696 · 1 0 1 0 1 3 max ~19849.1696 1 O 1 O 1 4 max -19849.1696 1 O 1 o 1 5 max ~19849.1696 1 o 1 o 1 1 max 26646.4023 1 o 1 o 1 2 max 26646.4023 1 O 1 o 1 3 max 26646.4023 1 O 1 o 1 4 max 26646 4023 1 0 1 0 1 5 max 26646.4023 1 O 1 o 1 1 max -154.0961 1 0 1 0 1 2 max -154.0961 1 0 1 0 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\03-31-10\GIRDER -NEW.r2d] Page 5 -~~-I f ~ y .:~.CirP,J5any : PSE Des1gn'er : PRIME5 , Job f.Jumber : GIRDER A. PRIME JOB:~-12_± NJ;:, STRUCTURAL DATE:~ ~ ENGINEERS SHT: P!Alf"? Checked By: ,- Envelope Member Section Forces (Continued) Member 285 287 2.88' 289 291 2-92 293 ,291:1: 295 297 298· I 299 30© 313 317 ·:3k8r,.· 319 321 322 323 .324, 327 ::32£f ,, .. W2R BC01 BC02 BC03 331 BC04 335 .336. 337 339 34.0: 341 . .. ~ --· BC05 3 4 5 1 2 3 4 5 1 2 3 ,.,,, .... 4 5 1 2 3 4 5 1 2 3 4 5 . '', ,-, ';,r,.: 1 2 3 4 .'.< :::, ... : , 5 1 Axi::ilflhl LC ShP.arflbl LC Momentflb-inl LC max -154.0961 1 0 1 0 · 1 max ~154.0961 1 O 1 O 1 max . -154.0961 1 O 1 O 1 max -29449.2924 1 0 1 0 1 rriin. -~294~9.2-924,. . '1 c'' ·. ,.d . .-f. ,O l max -29449.2924 1 0 1 0 1 max -29449.2924 1 0 1 0 1 max -29449.2924 1 O 1 O 1 max -29449.2924 1 O 1 0 1 max -44790.8592 1 28.5744 1 O 1 max ~44790.8592 1 28.5744 1 -657.2114 1 max -44790.8592 1 28.5744 1 -1314.4227 1 max -44790.8592 1 28.57 44 1 -1971.6341 1 max -44790.8592 1 28.5744 1 -2628.8455 1 max -73197.435 1 8.2869 1 -2628.8455 1 max -73197.435 1 8.2869 1 -2827.7303 1 max -73197.435 1 8.2869 1 -3026.6151 1 max -73197.435 1 8.2869 1 -3225.4999 1 max -73197.435 1 8.2869 1 -3424.3848 1 max -81835.3447 1 2.7174 1 -3424.3848 1 max -81835.3447 1 2.7174 1 -3489.602 1 max -81835.3447 1 2.7174 1 -3554.8193 1 max -81835.3447 1 2.7174 1 -3620.0366 1 max -71089.2106. 1 -16.326 1 -3685.2539 1 max -71089.2106 1 -16.326 1 -3293.4307 1 max -71089.2106 1 -16.326 1 -2901.6076 1 max -71089.2106 1 -16.326 1 -2509.7845 1 max -71089.2106 1 -16.326 1 -2117.9614 1 max -42254.7519 1 -22.0621 1 -2117.9614 1 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\03-31-10\GIRDER -NEW.r2d] Page 6 ', ...... ;lr'I, r ., 1 l: > '1\..,Cd@p"any : PSE 'Designer : PRIMES _,. Job Number : GIRDER A_ PRIME JOB:1,/4°-<t0 N~ STRUCTURAL DATE:~ J!i1a, ENGINEERS SHT:7ti~,f Checked By: Envelope Member Section Forces (Continued) Member Sec AxialTlbl LC Shearflbl LC M .342· 2 max -42254.7519 1 -22.0621 1 -1588.471 1 min 345 3 -42254.75'19 1 -22.0621 1 -1058.9807 1 :3.46- 4 max -42254.7519 1 -22.0621 1 -529.4903 1 5 max -42254.7519 1 -22.0621 1 0 RISA-2D Version 9.0.0 [\ ... \ ... \server-d\dwgs99&2ks\2010\2K10-40\RISA\03-31-10\GIRDER -NEW.r2d] Page 7 r < ,I PR i ME ,lob: -vf-l O-,.f~ SrnUCTUHf.\L Date:=3I°-. ENGINEERS s11t: f-?-'J.~ ?1-f~c~-i , rtxC v~~!~-L.,, po>1, '1 ""'-" 1,,7 "f 21 ">T = I oo"" #"" , 4-?o" '',;. :::. 0.4--' ~. o/cq> ,1 ef H-&, '_$ u <= Jl$ [_; t½.-l/ := l ____ J,:1;-,--. __,ii I ""7'" · z: =-Z. 0 ~ s-Fcs. ~ 2-(o.7s-')(1. ~){2.~00~-r-) IZ~. ~ ..,. l /2..s w <-=' t ovi:::r/2--tJ.) • t,c j,2--r;-· ( I !'1...-5°"")~ )4-DC, tt' Oi:=-. J4 Lf ft~-~B'VO . ~-{;:_ f$'j l-~$ft:7&rl ~ ' 2005 NOS -BENDING MEMBERS (Allowable Stress Design) DESCRIPTION: GUARDRAIL VERT. POST STUD PROPERTIES ·sawn Type = DF-L #2 Size= 2X6 Beam Length, L = 4.00~ ft Effective Length, 18 = 8.000 ft Width, b = 1.500 in Depth, d = 5.500 in Moment of Inertia, Ix = 20.80 Section Modulus, Sx = 7.563 in3 Section Area, A = 8.250 in2 Wet Service = No Temp= Ts 100° FLEXURAL CAPACITY [§3.3, 4.3]: Fb = 900 psi Co= 1:000 CM= 1.000 C1 = 1.000 CL= 0.886 CF= 1.300 Cru = 1.000 Ci= 1.0Q0 Cr= 1.000 X I, b I, 71 71 F\ = 1170 psi Rs = "(10d/b2) = 21.987 Fbe.= 1.2·E'm,n /Rs2 = 1440 psi F'b = 1037 psi > 634.71 psi ... OK 61.22% PRIME Job: ~ STRIJCTUAAL oate:~ ENGINEERS SM: p ~'w I APPLIED LOADS: V=0.100k M = 0.400 k-ft I:::. 0 = 3686 /El I:::. L = 0 /El f V: 18.18 psi f b = 634.71 psi E'min CALCULATION [§4.3]: Emin = 580 ksi CM= 1.000 C1 = 1.000 Ci= 1.000 E'm1n = 580000 psi SHEAR CAPACITY [§~.4, 4.3]: DEFLECTION CALCULATION: Fv = 180 psi Co= 1.000 CM= 1.000 C1 = 1.000 Ci= 1.000 F'v = 180 psi > 18.18 psi ... OK 10.10% E = 1600 ksi f::. L = 0.00 in f::. TOT = 0.11 in #DIV/0! -> L/ 433 090720 --~-_y., CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptix T,I. (Part 1 of 4) ENV-1C I Date I 0311112010 Project Address 2105 Rutherford Road Carlsbad I Climate Zone 7 I Total Cond. Floor Area I Addition Floor Area 23,264 23,264 GENERAL INFORMATION Buildina Tvoe: liZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School · liZI Conditioned Spaces Bldo. D Unconditioned Spaces CJ Skylight Area for Large Enclosed Space ~ 8000 tt2 (If checked include the ENV-4C with submittal) P.hase of Construction: CJ New Construction D Addition O Alteration Approach of Compliance: D Component 121 Overall Envelope D Unconditioned (file affidavit} Front Orientation: N, E, S, W or in Degrees: I o deg FIELDINSPECTION ENERGY CHECKLIST t-W.---'a./_1 ---1-So__,_lfd_U_n_it_M_a_s_on_ry'------,-------+------14_0+-_,_(NWJ,.........;"+--M_on_e+-_1_9_.o+-D-+---+'=_x_is_t1--'·ng"'---;·/ · · :' · :g·.: /p/ ~ : =~::::: ~: ;: :: ;:: ~ :;: ~"er .. ~ '\ Waif Solid Unit Masonry 100 (NE) None 19.0 D Existing ·--~-~? . · Wall Solid Unit.Masonry 50 (NW) None 19.0 D Existing :_'.:.:.'..:! Wall Solid Unit Masonry 295 (NE) Non~ 19.0 D Existing Wall Solid Unit Masonry 138 {E) Nona 19.0 D Existing .Wall Solid(./nitMasonry 60 (SE) Nona 19.0 D Existing f-_;::_.JI~ t~l 1. Indicate the identifying name of the frame type (i.e. Wall -1, Ceiling-1, Roof ·1, and Floor-1). ·~ 2. Indicate type of Assembly Type such as Wood 2x4 or LW CMU a·. For additional other assembly types see Reference Joint Appendix, JA4-1 .' 3. If furring is checked refer to ENV-2C Mass and Furring Strips Construction worksheet. . . . ·~ 4. Indicate-furring A-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade). ~ 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. ·· 7. If Fail, then pescribe on Page 2 of the Inspection Checklhit Form and take appropriate action to correct. Verify building plans if necessary. FENESTRATION SURFACE DETAILS C Cl) Ill .~;f ~tt~ · \. = r~·: 83: Ql .. 0 Q C 1i~] i "~ 8 C 0 . "' i, 3 :i ui ~ (!J CII :e•rn -·lU 11 C -a. ::c -E -a ::, fa ,: a, Ill >C II )( U) .. Fenestration -QI LL ::, ::, Ill C1ij ::-:· ::, .i: .... 0 0 CCI-.. 0 > Bui Tag/1D1 Type2 fl)"' Cl) oz :ti: :!E:) f/) :&!=. (I) 0 .%~: 1 Window 768 (NW) 1.190 Default 0.680 Default D Ex}sting ·Xtr n 2 Window 1,616 (NE) 1.190 Default 0.680 Default D Existing p_.·_ 3 Window 539 (IE) 1.190 Default 0.680 Default D Existing .-a.· 4 Window 344 (SE) 1.190 Default. 0.680 Default D Existing al ::til ... :)ii 5 Skylight 32 (N) 1.470 Default 0.760 Default D New j_Cl:· -. 6 Skylight 32 (N) 1.470 Default 0.760 Default D New \a·.:: .... --:'-1~-'·cit' 7 Skylight 32 (N) 1.470 Default 0.760 Default D New '.'._:C~j ii~f( ).at. 8 Window 345 (N) 1.190 Default 0.680 Default D Existing ~,ti-\ Jtif;-' \¢.t 1. Indicate the identifying name of the frame type (i.e. Window #1). 2. Indicate type of construction Type such, Window, Glass Door, Curtain wall, Skylight, or other. 3. Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC Default Values. Enter NFRC or CEC (FC-1 and FC-2}. 4. Indicate Status of fenestration (New, Existing or Upgrade). 5. Indicate Special Feature on Page 2 gf the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action Ji li)rrec {=nergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010"12.4.1T1 • Fr:4 II t' CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptix T. I. Project Address 2105 Rutherford Road Carlsbad GENERAUNFORMATION l Climate Zone '1 : (Part 1 of 4) ENV-1C I Date 03/11/2010 Total Cond. Floor Area I Addition Floor Area 23,264 23,264 Bui!dina Tvoe: IZ1 Nonresidential tJ High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) CJ Relocatable Public School liZI Conditioned Spaces Blda. D Unconditioned Spaces D Skylight Area for Large Enclosed Space ::: 8000 ft2 (lf checked include the ENV-4C with submittal} Phase-of Construction: D New Construction D Addition D Alteration Approach of Compliance: a Component 121 Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I o deg , FIELD INSPECTION ENERGY CHECKLIST C 1/J .2:: :, a: C: 3~ a: 0 8!ur :, QI '"si 0 ~ QI .5 .3 Cl., =.,.0 '§! ~iw '>-= -~ ·c .g ~ :si ::s c> .. .. _ sE :J 'C ... /j~ 8 ri: :, J:.~ Tau/1D1_ Assembly frame Type2 en< Cl)QZ II. OU, W:al/ Solid Unit Masonry 252 (NW) None 19.0 a Existing Wall Sol(d Unit Masonry 238 (NE) None 19.0 D Existing ---:---. Roof Wood Framer;J Ratter 1,577 (N) R-30 0.0 D Existing Roof Wood Framed Rafter 1,391. (N) R-30 O.Q D Existing Wall Solid Unit Masonry 70 (N\1\1 N,one 19.0 Cl Existing Wa/1 Solid Unit Masonry 294 (NE) None 19.0 D Existing Roof Wood Framed Rafter 393 (N) R-30 0.0 D Existing Wall Solid UnltMasonry 42 (NE) None 19.0 a Existing 1. Indicate the identifying name of the frame type (i.e. Wall -1, Ceiling-1, Roof-1, and Floor-1). 2. Indicate type of Assembly Type such as Wood 2x4 or LW CMU 8". For additional other assembly types see Reference Joint Appendix, JM-1. 3. If furring is checked refer to ENV-2C Mass and Furring Strips Construction worksheet. 4. Indicate furring A-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade}. 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. , 7. If Fail, then describe on Page 2 of the Inspection C_hecklist Form and take appropriate action to correct. Verify building plans if necessary. FENESTRATION SURFACE DETAILS 9 10 11 12 Tag/1D1 Fenestration Tvoe2 Skylight 64 (NJ 1.470 Default 0.630 Default D Existing ~--: ~:~E:J;i:f Skylight 64 (N) 1.470 Default 0.630 Default D Existing ,,Q}$; fi::r 1 '':)t: 13 Skylight 96 (N) 1.470 Default 0.630 Default D Existing ,!.)~::)~:-," ·®f- ·14 IM'ndow 548 (SJ 1.190 Default 0.680 Default O Existing ~:(}!) ·. \~:;'.-:_ -S_ti 1. Indicate the identifying name of the frame type (i.e. Window #1 }. 2. Indicate type of construction Type such, Window, Glass Door, Curtain wall, Skylrght, or other. 3. Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC·Default Values. Enter NFRC or CEC (FC-1 and FC-2}. · 4. Indicate Status of fenestration (New, Existing or Upgrade}. 5. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct-Verify building plans if necessary. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Page 2 of 57 · CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptix T. I. I Date 03/11/2010 Project Address 2105 Rutherford Road Carlsbad l Climate Zone 7 l Total Cond. Floor Area I Addition Floor Area 23,264 23,264 GENERAL INFORMATION Bui!dlna Tvoe: IZI Nonresidential a High-Rise Residential a Hotel/Motel Guest Room D Schools (Public School) a Relocatable Public School li2I Conditioned Spaces Bldg. · a Unconditioned Spaces D Skylight Area for Large Enclosed Space .!: 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: a New Construction a Addition a Alteration Approach of Compliance: a Component li2I Overall Envelope a Unconditioned (file affidavit) Front Orientation: f':J, E, S, W or in Degrees: I o deg FIELD INSPECTION ENERGY CHECKLIST : . ·-::~ .~-"':.-· .. ·: ~.:.:...::.; C Ill 111~,, .g~ ::I cl: C ir~:-a: 0 ::, GI .. 01 0 ~ s " ~CII C ::, 01., :"'0 of!! c~ C .g ~ ,! Ill =il ·e "O ::s GIW -::I c> C1ij ::, ! >-.__ ::, ;: " lj;!! 8 ci: ::I ~~ 0 ... Taa/1D1 Assembly Frame Twe2 Cl) <CC (1)0Z u. 0(1) Roof Wood Ftamed Rafter 1,141 (N) R-30 0.0 D Existing tq. Wall Solid Unit Masonry 11~ (Sf:) None 19.0 a Existing ~;-. - Roof Wood Framed Rafter 407 (NJ R-30 0.0 a Existing •.• ·--Wall Solid Unit Masonry 84 (SE) None 19.0 D Existing :i]F Wall Solid Unit Masonry 231 (E) None 19.0 a Existing Roof Wood Framed Rafter ~57 (NJ R-30 0.0 l:J Existing Wall Solid Unit Masonry 578 (N) None 19.0 D Altered Wall Solid Unit Masonry 650 (N) None o. G a Existing 1. Indicate the identifying name of the frame type (I.e. Wall -1, Ceilirig-1, Roof-1, and Floor-1). 2. Indicate type of Assembly Type such as Wood 2x4 or LW CMU B". For additional other assembly types see Reference Joint Appendix, JA4·1 • . 3. lf furring is checked refer to ENV-2C Mass and Furring Strips Construction worksheet. 4. Indicate furring R-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade). 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 7. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to corr~ct. Verify building plans if necessary. FENESTRATION SURFACE DETAILS ~-.J~~ ··-::.:,:.. ;;£!( !.i~ .Jj;l -' .. -- .:·-: T~D' •••=-r~ i1\i~ 1---=---1-----....... ----------------+---+----+------t------1----1---- C 14 Ill .S?:!: G) ... 0 C) C GI 8sui' C ~ "8 '1g C 0 u l'IJ C, Ill E•cn ,@ Ill -! l;u.f a.. :c .c "O :, I< if ... ... .. ... :, jg ::I ~ C iii ::sl!! ~~z 0 ~::, ~ 0 8;;; (I) <CC :ct: (/) 0 17 ,Skylight '.· ·: ·=!-:, 'pt, 0 (NJ 1.470 Default 0.760 Default D New 18 Skylight 0 (N) 1.470 Default 0.760 Default a New 19 Skylight O (N) 1.470 Default G.760 Default D New 20 Skylight 0 (NJ 1.470 Default 0.760 Default D New ~."£-... ____ .. a a D D 1. Indicate the identifying name of the frame type (i.e. Window #1). 2. Indicate type of construction Type such, Window, Glass Door, Curtain wall, Skylight, or other . . 3. Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC Default Values. Enter NFRC or CEC (FC-1 and FC-2). 4. Indicate Status of fenestration (New, Existing or Upgrade). 5. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checktjst Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.0 by EnergySoft User Number: 2445 RunC.ode: 2010-03-11T17:41:42 ID: McP#3459 Page 3 of 57 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV-1C AND FIELD INSPECTION ENl;RGY CHECKLIST Project Name I Date Genoptix T. I. 03/11/2010 Project Address . l Climate Zone 7 I Total Cond. Floor Areal Addition Floor Area 2105 Rutherford Road Carlsbad 23,264 23,264 .GENERAL INFORMATION Buildina Tvoe: liZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room CJ Schools (Public School) D Relocatable Public School li1I Conditioned Spaces D Unconditioned Spaces Bldg. D Skylight Area for Large Enclosed Space i!!: 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component 121 Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I Odeg FIELD INSPECTJON ENERGY CHECKLIST .§;i: Ill :f}. ·:-_~\:~} -.t~·-Et :::J ci: C c~ ci: 0 l If ffli A ::, QI g> 0 \il:'.rf~ -0 ~ QI ~i g,.,QI ain ~jur '0 ::, i_;·:::s~ "> .2 'E 'C::, ·i 8t --CS :::1· .. ioz {j-:: it i~ 8(1) Taa/1D1 Assembly Frame Twe2 enc (l),.u;;; -·::· ...... ~·~·::..:. . Roof Wood Framed Rafter 1,920 (NJ R-39 0.0 D Altered • Wall Solid Unit Masonry 535 (N) None 19.(} CJ Altered Wall Solid Unit Masonry 642 (N} None 0.0 D Existing ,Roof Wood Framed Rafter 2,227 (NJ R-30 0.0 D Altered Roof Wood Fr[imed Rafter 1,327 (NJ R-30 0.0 D Altered ;::~F. ti;:L: 't:f¥ Roof Wood Framed Rafter 2,297 (NJ R-30 0.0 D Altered ~';Jj'.j' ~§P-/ _;'CJ'~ Wall Solid Unit Masonry 510 (S) None 19.0 CJ Altered i(Ei ·:tci.\ ·:;:a-·· -:-:-:-·· Wall Solid Unit Masonry 561 (SJ None 0.0 D Existing M~t }~~ i{O.Y 1. Indicate the identifying name of the frame type (i.e. Wall • 1, Celllng-1, Roof -1, and Floor-1 ). 2. Indicate type·of Assembly Type such as Wood 2x4 or LW CMU 8". For additional other assembly types see Reference Joint Appendix, JA4-1. 3. If furring is checked refer to ENV·2C Mass and Furring Strips Construction worksheet. 4. Indicate furring A-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade). 5; Indicate Special Feature. on Page 2 of the lnspecti9n Checklist Form below. 7. If Fail, then describe on Page 2 of the Inspection Chec~list Form and·take appropriate action to·correct. Verify building plans if necessary. FENESTRATION SURFACE DETAILS C Ill "' IF~ "¥-_¥; .. ~~~~:.: · .. ~ .e := a, .. (.) a, C ~:l\_· GI 8 iflf a ~ "'e11 ~~ C 0 C, Ill ,_., -:!!,,!, (,) Q. u :c .c ,,: u, ~-,@ C ~ >C if 5 .. -g ij ·g:;=-, Fenestration a>W 0 >C (I) :i g ··-· ~, ~c§z· i~ 0 I'll· ..... 0 0 .. a:l i··:~0::; Tag/101 Type2 'ti: (I) ~$ (I) OU> en ii:~ •• ·~';:.::"'J D '{b:} :-.1:i: .. D \;(:J_'i i/9,. o') D ~;a. }$,:·. /C :· D 'J%). ·::t.g/: \P.: :, 0 -r;rt '~=i• D ti/ ..,i:;if# ''i::f' w~r D -~ D {PfJ . ~ 1. Indicate the identifying name of the frame type (I.e. Window #1 ). 2. Indicate type of construction Type such, Window, Glass Dopr, Curtain wall, Skylight, or other. 3. Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC Default Values. Enter NFRC or CEC (FC-1 and FC-2). 4. Indicate Status of·fenestration (New, Existing or Upgrade}. 5. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to,correct. Verify building plans if necessary. EnerQyPro 5.0 by EnergySoft User Number; 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Page 4 of57 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Genoptix T. I. 03/11/2010 Project Address j Climate Zone 7 I Tota! Cond. Floor Area I Addition Floor Area 2105 Rutherford Road Carlsbad . 23,264 23,264 GENERAL INFORMATION Buildina Tvoe: m Nonresidential D High-Rise Residential D Hotel/Motel Guest Room [J Schools (Public School) Cl Relocatable Public School @ Conditioned Spaces Cl Unconditioned Spaces Blda. ti Skylight Area for Large Enclosed Space i!: 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: a New Construction Cl Addition D Alteration Approach of Compliance: D Component 12) 0'-'.erall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I Odeg FIELD INSPECTION ENERGY CHECKLIST C: Ill ,~ ;,:· .. ~~:-: <,~;:i. ::i r1:. .. 8~ j:J d: 0 C: ~fHi 8 s ~ :J ID "' 0 :·:-\·:·: ~ G) C: ::i CJ) Cl., :i:!"'111 -!CU) C .5 ID ~Ill :;: -'E ,, ::i :::1:.: .9! uf -::i C IV t: ,a C 'lij "[,1i, ;:,! il >-0 >, ::I .... ' ll~ it ::I IV o-•"QI' 1~~~ Tag/1D1 Assemblv Frame Type2 inoz oa: u. > (J (/) en:µ.,: ... ·-,:· .· .. -.:. --Wall Solid Unit Masonry 559 (S) No_ne 19.0 D Altered Wall Solid 1./nit Masonry 650 (SJ. None 0.0 ti Existing -. . - Roof Wood Framed·Rafter 1;920. (N) R-30 0.0 D Altered f. ~:l@)t Roof Wood Framed Rafter 1,262 (N) R-30 0.0 D Altered r:} Roof Wood Framed Rafter 683 (NJ R-30 o.o D Altered R,oof Wood Framed Rafter 355 (N) R~30 0.0 Cl Altered :{q:.:.: k'4fi (g-r Rbof Wood Framed Rafter 130 (N) R-30 0.0 Cl Altered }1¢13 ·?'.t11t h.~*: Roof Wood Framed Rafter 245 (N) R-30 0.0 D Altered fz~,i ·,:di ;:J;;i_i 1. Indicate the identifying name of the frame type (i.e. Wall -1, Celling-1, Roof-1, and Floor-1). 2. Indicate type of Assembly Type such as Wood 2x4 or LW CMU 8". For additional other assembly types see Reference Joint Appendix, JA4-1. 3. If furring is checked refer to ENV-2C Mass and Furring Strips Construction worksheet. 4. Indicate furring·R-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade). 6. Indicate Special Feature on;Page 2 of the Inspection Checklist Form below. 7. If Fail, then.describe. on Page 2 of the Inspection Checklist Form and take apprqpriate action to correct. Verify building plans If necessary. FENESTRATION SURFACE DETAILS :~~-!-~-•;:,::.\\:· .§~ ltl Ill ·-?t GI .. 0 C) C ~:i:-:~ ·: 8 8!0 C .s .. ~ .. ~ C 0 : C, IV = ... 0 ·.:.ir-. ,@ SJ 111 C ft u :c -E i5 ::, Fenestration 'I: G) II.I 0 =~ ::, ri1!!2. ::I GI si ::, .. j5:z 0 0 8 Tag/1D1 TVPe2 U)c( "" ~::, tn :! !5. (/) -~-~..._- D ~ ., .. ,. ::: .. ~~-:c:;~} -- D .. tJ~i J:~} ?.i:J· ··: D pf \i;i ::.{_iµ _ '.· IJ :0 to· .jj:.' Cl jJ .. _: :t\:f ·,':'cf D /th :j~t ·Q\ D ~~,-~ c:r~ .-::,;~; D :l~ .:~o~ {:Q{ •.-::·. 1. lncicate the identifying name of the frame type {i.e. Window #1 ). 2. Indicate type of construction Type such, Window, Glass Door, Curtain wall, Skylight, or other. ~-Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC Default Values. Enter NFRC or CEC (FC-1 and FC-2). 4. Indicate Status of fenestration (New, Existing or Upgrade). 5. Indicate Special Feature on.Page 2 of the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.0-by EnergySoft User Number: ~445 RunCode': 2010-03-11T17:41:42 ID: McP#3459 Page5of57 ·- CERTIFICATE OF COMPLIANCE AND FIELD .INSPECTION ENERGY CHECKLIST Project Name Genoptix T.I. ROOFING PRODUCT (COOL ROOFS) (Part 2 of 4) ENV-1C Date 03/11/2010 . (Note if the roofing product is not CRRC certified; this compliance approach -cannot be used). Go to Overall Envelope Approach or Performance Aooroach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass NIA Cl Roofing compliance !!Q1.required in Climate Zones 1 and16with aLow-S1o·ped. 2:12 pitch or less. CJ Roofing comeliance !!Q1 required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft2. Greater than 2:12 pitch. . .... ·_::-.:..):~: . . --~ · .. -.·. . . . ., . CJ Low-sloped Wood frame~ roofs in Climate Zones 3 arid5 are exempted. Solar reflectance and.thermal emittance or __ :_r_.-·.,;, ... _.·_ .. :.,) .'.<.£J_ ·_·,_,,_,;~_ :_:_:'.·_CJ_·_,._:~-:_::_. SRI that have a U-factor of 0.039 or lower, see Opaaue Surface Details roof assemblv, Column Hof ENV-2C. ~ [J The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are ::.·.t:t '·" """ti ·. . ·-''ti'.:' l--~-.;:~,;:i:.,;i::;;I::.;:I;:,,.~:..:.~::.:i;,:.~;=.~:.::~~Fc;:;~=-=}::;:'.~:.:;:;1;.:;~:..:.~-:-:...,;,.,.;:-;-~.,..,~--~-;...,~-:-~.,..,:..,.:-:..,·,.,.:"...,.~o-':-:..,~:-:-nee..,: .. _:_:..,.= ..... ~·,...:~-,:::,,,,.::- 1 ~..,:-~:-=;,..:_:_: ..... :,..,:.,..:~-:-:,...,:-,r:=-~...,.,:.,,.e°_:_:.,.."'..,.,:,...:-~-+-....,:;~t:;,;i.;::lil;zi 1. If Fail then describe on thls page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans !f necessary. CR~u~~~ct ID sR~~t5;1f2 ~r~~~t~~\tlt\ p~~~~~t :er!!~~~3 . E:~r1:~e SRl5 ~;f_ ~~~r,~~\ ::-:t~,;ff 1----""-'---f l----'--"i-----""-=-+-.......=.=.....-"'-"""--'---+---...... ----~----..----~==-+-=-"---i-= R-30RoofCaihedral 121 C (.'2J C Cl 4 0.30 0.75 ./:)::f ... :':f \\~~:{r/t:J>. a a a a· a 4 ~:3L · .. ;.-.-x,. ~(o :'.." tJtf7z t-------t--C]--I----Q-+---[J-+---[J-t-----:---+-C]-4-:-, f-----,-+------1--H .. ,,..,., .,,#,_,--· ·,-··. ·· .. ,. ·,__;· .;·· :. .:;.~. ·.a .... --------f-'---+----t---+----+--------f--+----1-----+--+------'--.--.'+.- [J a a a a 4 . · .. ~ ... p : ':ii. i:;.toiM tr.:_r;u.c; 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating·Council's Rated Product Directory at www.coolroofs,org/products/search.php 2. Indicate the type of product is being used for the roof top, i.e. single-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council'.s Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(P,n,ua1 -0.2) to obtain a calculated aged value. Where pis the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. · 4. Oheck box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at http://www.energy.ca.gov/title24/ 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 7. If Fail then describe on this page of the lnsoection Checklist Form and take aooroorlate action to·correct. Verifv building clans if necessarv. To apply Uquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performanc~ requirements listed in § 118(1)4. Select the applicable coating: CJ Aluminum-Pigmented Asphalt Roof Coating / [J Cement-Based Roof Coating . I O Other SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should piiy special attention to the items specified in this checklist. These items require special written justification and documentation, a.nd special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or desian that otherwise comolies based on the adeouacv of the soecial iustification and documentation submitted. Dlscre1>ancies: EnergyPrd 5.0 by EnergySoft User Number: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Paae 6 of57 ... L CERTIFICATE OF COMPLIANCE (Part 3 of 4) ENv .. 1c AND FIELD INSPECTION ENERGY CHECKLIST Project Name l Date Genoptix T. l. 03/11/2010 . Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If an the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA? Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: .Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b} of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before·the building can receive final occupancy. A copy of the ENV-2A for each different fenestration oroduct line must be orovided to the owner of the buildina for their records. Test Descrir>tlon ENV-2A Test Performed Bv: Fenestration Products Name or ID Area of like Building Envelope Requiring Testing or Verification Products Acceptance Test Sing/a Metal Tinted 4;160 l£I Double Non Metal Clear 96 (ZI Single Non Metal Tinred 512 (ZI Double Metal Clear 165 IZ] D D - D D D D D D D D D D D D D D D D D D D D EneravPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010.;03.11r11:41:42 ID:· McPff3459 Paae 7of57 .. CERTIFICATE OF COMPLIANCE (Part 4 of 4) ENV-1C · ANP FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Genoptix T. I. 03/11/2010 Project Address I Climate Zone I Total Cond. Floor Area l Addition Floor Area 2105 Rutherford Road Carlsbad CA Climate Zone 07 23,264 nla Documentation Author's. Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. ·Name McPARLANE & ASSOCIATES, INC. Signature Company McPARLANE & ASSOCIATES, INC. Date 031111'2010 Address EA# 4830 Viewridge Ave. CEPE# City/State/Zip San Diego, CA 92123 Phone 858-277-9721 The Principal Envelope Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the envelope design. • This Certificate of Compliance identifies the envelope features and performance specifications required for compliance with Title-24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. -Name Ke.CA ~\e\wi"n Signature~\.i), RJ,,,,I,<~ . FPBA Architects Company FPBA Architects Date $ Yv-,,,/,o Address 701 B Street, Suite 200 License# e, lD '3 8 'Z.- City/State/Zip San Diego, CA 92101 Phone 619-231-0751 Envelope Mandatory Measures Indicate location on building plans of Mandatory Envelope Measures Note Block: INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box If worksheet Is Included) For detc1iled instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the 2008 Nonresidential Manual published bythe California Energy Commission. @ ENV-1C Certificate of Compliance. Required on plan~ for all submittals. IJ ENV-2C Use with the Envelope Component compliance approach. Optional on plans. !;a ENV-3C Use With the Overall Envelope compliance approach. Optional on plans. @ ENV-4C Use witn Prescriptive compliance for the minimum skylight requirements for large enclosed spaces in climate zones 2 throuoh 15. Optional on olans. EnemvPro 5.0 bv.EneravSoft User Number: 2445 Run Code: 2010·03·11T17:41 :4 ID: McP#3459 Paae 8of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 1 of 6) ENV-3C Project Name I Date Genoptix T.J. 03/11/2010 WINDOW RATIO CALCULATION for ALL WA.LL$ A. Total linear display perimeter I "I ft X 6 ft .. Off Display Area 8. Totat Gross Exterior Wall Area 11.,H tt'x 0.40 = 4,484 ft2 40% of Gross Exterior Wall Area c. Enter Larger of A or B 4,484 ft2 Maximum Standard Area D. Enter Proposed Window Area 4,325 ff Proposed Area If the proposed Window Area is greater than the Maximum Standard Area, theh the envelope component method may not be used. E. Window Wall Ratio = (Row D) Divided by (Row B) =I 38 58 % I See RSHG in Table 143-A, 143- • 0 B, or 143-C WEST WINDOW RATIO CALCULATION F. West Linear Display I •1 ltX 6 It = 0 ft2 West Display Area G. West Exterior Wall Area 1,290. tt' X 0.40 = 516 ft2 40% of West Exterior Wall Area H. Enter Larger of F or G 516 ft2 Maximum Standard West Area I. Enter Proposed West Window Area 768 ft2 Proposed West Window Area If the proposed West Window Area is greater than the Maximum Standard West Area, then the envelope component method may not be used. I 59 53 % I See West RSHG in Table 143-A, J. Window Wall Ratio= (Row I) Divided by (Row G) · · " 143-B, or 143-C COMBINED AREA FOR NORTH, EAST AND SOUTH WALLS K. N/E/S Display Perimeter (A Minus E) aftX61t = 0 ft2 N/E/S of West Exterior Wall Area L. N/E/S Exterior Wall Area (B Minus G) ft2 X0.40 = . 3,968 ft2 40% N/E/S Area M. Enter Larger of K or L 3,968 ft2 Maximum Standard N/E/S Area N. Proposed N/E/S Window Area {D Minus I) 3,557 ft2 Proposed N/E/S Area WINDOW ADJUSTMENT 0. If D > C and/or if I > H, proceed to the calculation steps 1 for all walls or 2 for west waif. If not, go to the skylight area test on page 6. 1. If D > C: Use the calculated Window Adjustment Factor (WAF) for all walls. PROPOSED WINDOW MAX. STANDARD AREA AREA WINDOW {fromC) {from D} ADJUSTMENT FACTOR l I + I I = Go to Page 6 to calculate Adjusted Area 2. If I> H: Calculate one Window AdJustm,nt Factor (WAf) for the West wall. MAX. STANDARD WEST PROPOSED WEST AREA WEST-WINDOW AREA (from H} {from I) ADJUSTMENT FACTOR I 5161 + I 7681 = 0.672 !\RAX. STANDARD AREA PROPOSED AREA WEST WINDOW {from C} {fromD} ADJUSTMENT FACTOR I I + I I = Go to Page 6 to calculate Adjusted Area EneriJvPro 5.0 bv EneravSoft User: Number: 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page9of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 2 of 6) ENV-3C Project Name I Date Genoptix T. I. 03/11/2010 SKYLIGHT RATIO CALCULATION §143(b) Actual Gross Roof Maximum Allowed Standard Area Skylight Area A. If Atrium/Skylight Height is S 55 ft; or 18,546 ft2 X 0.05 = 927 ft2 B. If Atrium/Skylight Height is > 55 ft ft2 X 0.10 = ft2 C. Proposed Skylight Area 808 tt2 D. SkylighrRatio = Prop9sed Skylight Area (Row C) Divided by Actual Gross Roof Area = 3.3 % SRRProp ,E. Maximum Allowed Skylight Roof Ratio = Maximum Allowed Standard Skylight Area 5% SRRsro (Row A or B) Divided by Total Gross Exterior Roof Area = IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PAGE 3 OF 6. SKYLIGHT AREA ADJUSTMENT IF F > D, Proceed To Calculation Step 1 Step 1. Calculated the Skylight Adjustment Factor (WAF). STANDARD PROPOSED SKYLIGHT SKYLIGHT ADJUSTMENT SKYLIGHT AREA AREA {IF E =O ENTER 1} FACTOR (SAF) I I + I I = I CARRY THE WINDOW ADJUSTMENT FACTOR (SAF) TO·PAGE 6 OF 6 TO-CALCULATE THE ADJUSTED AREA E:nerC1VPro 5.0 by EneravSoft User Number: 2445 · RunCode: 2010-03-11T17:41:4 ID: McP#3459 Paae 10of57 OVERALL ENVELOPE TDV ENEijGY APPROACH (Paoe 3 of 6) ENV".'3C Project Name I Date Genoptix T. I. 03/11/2010 TDV for the Standard Desian Buildina, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients I 121 Nonre~idential, See I D 24-Hour Use, See Table D Retail, See Table NA5-5 I Climate Zone: 7 Tables Table NA5-3 NA5-4 A B C D E F G H I J K L Number Coefficients for Of Like Roofs or Exterior Criteria U-factor7 SHGC7 VT1 Assembly Floor Mass Surface Standard TDV Assembly Tvoe1 Orientation2 Tvoe2A Tvoe3 Area U-factor4 SHGC5 vr Cs .. ; Cs,; Cs,1 Enerav8 Wall w 1 Me.dium 232 0.227 11.97 630 Window w 1 188 0:470 0.310 0.372 2.92 348.89 1.89 20,737 Wall N 1 Medium 85 0.227 11.97 23.1 Window N 1 170 0.470 0.610 0.732 4.97 151.32 0.67 16,172 Wall w 1 Medium 17 0.440 11.97 87 Window w 1 13 0.770 0.340 0.408 2.92 348.89 1.89 1,635 Wall N 1 lr'fedium 100 0.440 11.97 527 Window IV 1 200 0.770 0.610 0.73~ 4.97 151.32 0.67 19,325 Waif w 1 Medium 83 0.440 11.97 436 Window w 1 67 0.770 0.340 ·D.408 2.92 348.89 1.89 8,173 Wall N 1 Medium 295 0.440 11.97 1,554 Window N 1 590 0.770 0.610 0.732 4.97 151.32 0.67 57,007 Wall E 1 Medium 138 0.440 11:97 727 Window E 1 275 0.770 0.340 0.408 1.81 279.f!~ 5.40 27,152. Wall E 1 Medium 60 0.440 11.97 316 · Window E 1 120 0.770 0.340 0.408 1.81 279.82 5.40 11,848 Sum of Total Standard Desian 918,065 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Indicate the number in column C. 3. For Roofs & Floors, the categories are; For Walls, the catergoies are; light (HC < 7), medium mass {7 s HC, 15), and heavy mass (HC ;a: 15}. 4. Standard Design U-factor are from Table 143-A, B or C. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column H. Multiply Column G by 1.2. 7. Coefficients for; LI-factor {Cs.,,1), SHGC {Css,1), and VT(Cst,1, can be found in Table NAS-2, through Table NAS-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the TDV Standard Design for for each Envelope Aassembly Type: TDVs1d = Column C x [Column E x {(U-factors; x Csu;) + {SHGCs1 x Css1) + (VT s; x Csti))) for each Assembly Type. See Nonresidential Manual Examples in Section 3.7 for details. EnemvPro 5.0 bv EnemvSoft User Number: 2445 RunCode: 2010.(}3-11T11:41 :42 ID: McP#3459 Paile 11 of57 OVERA~L ENVl;LOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name ' I Date · Genoptix T.I. .03/1112010 TDV for the Standard' Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients I i;a Nonresidential, See I D _24-Hour Use, See Table D Retail; See Table NA5-5 I Climate Zone: 7 Tables Table NA5-3 NA5-4 A B C D E F G H I J K L Number Coefficients for Of Like Roofs or Exterior Criteria U-factor7 SHGC7 VT1 Assembly Floor Mass Surface Standard TDV Assemblv Tvce1 Orientation2 Tvoe2A Tvoe3 Area U-factor• SHGC5 vr8 Cs,,, Cs,, Cs,; Enercr/ .Waft w 1 Medium 347 0.440 11.97 1,825 Window w 1 194 0.770 0.340 0.408 2.92 348.89 1.119 23,538 Wall N 1 Medium 238 0.440 11.97 1,253 Window N 1 272 0.770 0.610 0.732 4.97 151.32 0.67 26,281 Roof 1 Ught 1,577 0.067 94.40 18,128 Roof 1 Light 1,391 0.067 94.40 15,990 Skylight 1 32 1.110, 0.400 0.480 0.00 1,022.94 68.03 14,139 Wall w 1 Med;um 96 0.440 11;97 507 Window w 1 54 0.770 0.340 0.408 2.92 348.89 1:89 6,538 Wall N 1 Medium 294. 0.440 11.97 1,548 Window N 1 336 0.770 0.610 o._732 4.97 151.32 0.67 32,465 Roof 1 µght 393 0.067 94.40 4,518 Skylight 1 32 1.110 0.400. 0.480 0.00 1,022.94 68.03 14,139 Waif N 1 Medi11m 42 0.440 11.97 221 Window N 1 48 0.770 0.610 0.732 4.97 151.32 0.67 4,638- Roaf 1 Light 1,147 0.067 94.40 13,18? Sum of Total Standard Desian 918,065 1. Indicate type of assembly for the Envelope {e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Indicate the number in column C. 3. For Roofs & Floors, the categories are; For Walls, the catergoies are; light (HC < 7), medi4m mass (7 s HC,15), and heavy mass (HC 2: 15}. 4. Standard Design U-factor are from Table 143-A, B or C. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column H. Multiply Column G by 1.2. 7. Coefficients for; U-factor (Cs..,,), SHGC (CSsJ}, and VT(Cs.,,. can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the TDV Standard Design for tor each Envelope Aassembly Type: TDVStd = Column C x [Column E x ((U-tactors; x CSu1} + {SHGC51 x Cs,;)+ {VT Si x Csu))) for each Assembly Type. See Nonresidential Manual Examples in Section 3.7 tor details. EneravPro 5.0 bv EnemvSoft User Number: 2445 RunCode: 2010-03-11T11:41:42 ID: McP#3459 Paae 12of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Paoe 3 of 6) ENV-3C Project Name I Date Genoptix T.I. 03/11/2010 TDV for the Standard Desian Buildina, See Reference Nonresidential Aonendlx NA5-2 Occupancy Type and Coefficients I i;a Nonresidential, See · I D 24-Hour Use, See Table D Retail, See Table NA5-5 I Climate Zone: 7 Tables Table NA5-3 NA5-4 . A B C D E F G H I J K L Number Coefficients for Of Like Roofs or Exterior Criteria U-factor7 SHGC7 VT1 Assembly Floor Mass Surface Standard TDV Assemblv TvnA1 Orientation2 Tvoe2A Tvoe3 Area U-factor4 SHGC5 vT6 Csu; Cs., Cs11 Energy* .. Skylight 1 32 1.110 0.400 D.480 0.00 1,022.94 68.03 14,139 Wall E 1 Medium 112 Q.440 11.97 590 Window E 1 128 0.770 0.340 0.408 1.81 279.82 5.40 12,638 Roof 1 Light 407 0.067 94.40 4,679 Wall E 1 Medium 84 0.440 11.97 442 Window E 1 96 0.770 0.340 0.408 1.81 279.82 5.40 9,479 Wall E 1 Medium 231 0.440 11.97 1,217 Window E 1 264 0.770 0.340 0.408 1.81 279.82 5.40 26,066 Roof 1 Ught 657 0.067 94.40 7,552 Waif N 1 Medium 578 D.410 11.97 3,044 Window N 1 129 0.770 0.610 0.732 4.97 151.32 0.67 12,464 Wall N 1 Medium 650 0.440 11.97 3,421 Window N 1 108 0.770 0.610 0.732 4.97· 151.32 0.67 10,435 Roof 1 Ught 1,920 0.067 94.40 22,071 Skylight 1 64 1.110 0.570 0.684 0.00 1,022.94 68.03 40,295 Wall N 1 Medium 535 0.440 11.97 2,818 Sum of Total Standard Desian 918,065 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Indicate the number in column C. 3. For Roofs & Floors, the categories ar~; For Walls, the catergoies are; light (HC < 7), medium mass (7:. HC, 15), and heavy mass (HC ~ 15). 4. Standard Design U-factor are from Table 143-A, B or C. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column H. Multiply Column G by 1.2. 7. Coefficients for; U-factor {Cs..,,), SHGC (C~1}, and VT(Cs1,1. can be found in Table NAS-2, through Table NA5·5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter ·o" when not applicable. 8. Calculate the TDV Standard Design for for each Envelope Aassembly Type: TDVstc1 = Column C x [Column Ex (CU-factors. x Csu1) + (SHGCs. x·Cs.;) + (VT 51 x Csu))l for each Assembly Type. See Nonresidential Manual Examples in Section 3.7 for details. · EneravPro s.o bv EnemvSoft User Number: 2445 RunCode: 2010·03-11T17:41:42 ID: McP#3459 Page 13of57 ! OVERALL ENVELOPE TDV ENERGY APPROACH (Paae 3 of 6) . ENV-3C Project Name I Date · ·Genoptix T.J . 03/1112010 . TDV for the Standard Design Building, See Reference Nonresidential AoDendix NAS-2 Occupancy Type and Coefficients · 1 i;a Nonresidential, See I ·D 24-Hour Use, See Table D Retail, See Table NA5-5 I Climate Zone: 7 Tables Table NA5-3 NA5-4 A B C D E F G I H I J K L Number Coefficients for Of Like Roofs-or Exterior Criteria U-factor7 SHGC7 VT1 Assembly Floor Mass Surface Standard TDV Assembly Tvpe1 Orientation2 . Tvpe2A Tvoe3 Area U-factor4 SHGC5 vr Csu; Css, Cs11 Enerav8 Window N 1 165 0.770 0.610 0.732 4.97 151.32 0.67 15,943 Wall N 1 Medium 642 0.44Q 11.97 · 3,381 Window N 1 108 0.770 0.610 0.732 4.97 151.32 0;67 10,435 Roof 1 Ught 2,227 0.067 94.40 25,600 Skylight 1 96 1.110 0.570 0.684 0.00 1,022.94 68.03 60,442 Roof 1 Light I 1,327 0.067 94.40 15,254 Skylight 1 64 1.110 0.570 0.684 o,oo 1,022.94 68.03 40,295 Roof 1 Ught 2,297 0,067 · 94.40 26,405 Skylight 1 96 1.110 0.570 0.684 O.OD 1,022.f)4 68.03 60,442 Waif s 1 Medium 510 0.440 11.97 2,686 Window s 1 148 0.770 0.340 D.408 60.43 -20.69 127.19 13,526 Wall s 1 Medium 561 0.440 11.97 2,955 Window s 1 144 0.770 0.340 0.408 60.43 -20.69. 127.19 13,160 Wall s 1 Medium 559 0.440 11.97 2,944 Window s 1 148 0.770 0.340 0.408 60.43 -20.69. 127.19 13,526 Wall s 1 Medium 650 0.440 11.97 3,423 Sum of Total Standard Desian 918,065 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Indicate the number in column C. 3. For Roofs & Floors, the categories are; For Walls, the catergoies are; light (HC < 7), medium mass (7:;; HC,15), and heavy mass (HC?: 15}. 4. Standard Design U-factor are from Table 143-A, B or C. 5. Standard Design SHGC are from Table 143-A, B or C. Enter •o· if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column H. Multiply Column G by 1.2. 7. Coefficients for; U-factor (Csu,1), SHGC (Cs.,,), and VT(CSt,1, can be found in Table NAS-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the TDV Standard Design for for each Envelope Aassembly Type: TDVS!d = Column C x [Column E x ((U-factorSI x Cs.,;) + (SHGCs1 x Cs,;)+ (VT 61 x Csu)}] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7 for details. EnemvPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010-03-11717:41:42 JD: McP#3459 Paae 14of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Paae 3 of 6) ENV-3C Project Name I Date Genoptix T.I. 03/1112010 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients I t2I Nonresidential, See I D 24-Hour Use, See Table D Retail, See Table NA5-5 I Climate Zone, 7 Tables Table NA5-3 NA5-4 A B C D E F G H I J .K L Number Coefficients for Of Uke Roofs or Exterior Criteria U-factor7 SHGC7 VT7 Assembly Floor Mass Surface ~tandard TDV Assembly Type1 Orientation2 Type2A Type3 Area U-factor4 SHGc5 VT° Cs., cs., Cs,, Enerav8. Wiajow s 1 108 0.770 0.340 0.408 60.43 -20.69 127.19 9,870 Roof 1 Ught 1,920 0.067 94.40 22,071 Skylight 1 64 1.110 0.570 0.684 0.00 1,022.94 68.03 40,295 Roof 1 light 1,262 0.067 94.40 14,507 Skylight 1 128 1.110 0.570 0.684 0.00 1,022.94 68.~ 80,590 · Roof 1 Ught 683 0.067 94.40 7,851 Roof 1 Light 355 0.067 94.40 4,081 Roof 1 Ught. 130 0:067 94.40 1,494 Roof 1 Ught 245 0.067 94.40 2,816 Sum of Total Standard Design 918,065 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Indicate the number in column C. . 3. For Roofs & Floors, the categories are; For Walls, the catergoies are; light (HC < 7), medium mass (7 $ HC,15), and heavy mass (HC ~ 15). 4. Standard Design U-factor are from Table 143-A, B or C. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column H. Multiply Column G by 1.2. 7. Coefficients for; U-factor (Csu,1), SHGC (Css,1}, and VT(CSt.i. can be found in Table NAS-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the TDV Standard Design for for each Envelope Aassembly Type: TDVs,d = Column C x [Column E x ({U-factorSI x Csu;) + (SHGCSc x Css;) + (VT SI x Csu)}l for each Assembly Type. See Nonresidential Manual Examples in Section 3.7 for details. EnemvPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Paaa 15of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name I Date · Genopt;~ T. I. 03/11/2010 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients j liZI Nonresidential, See · I D 24-Hour Use, See Table · I D Retail, See Table NA5-5 j Climate Zone: 7 Tables Table NA5-3 NA5-4 . A B C D E F G H I J K L M Number Total Coefficients for Of Like Exterior Criteria U-factor7 RSHGC7 VT7 , Cool Root' Overhang9 Assembly Surface Proposed TDV AssemblvTvoe1 Orientationz tvoe2A Area8 U0factor4 SHGc5 VT° Csu,i Cs.1 Cti fv1cR MoH Enerav10 Wall w 1 140 0.049 11.97 83 INindow w 1 280 1.190 0.680 0.816 2.92 348.89 1.89 1.000 67,833 Wall N 1 85 0.049 11.97 50 Window N 1 170 1.190 0.680 0.816 4.97 151.32 0.67 1.000 1/!,591 Wall w 1 10 0.049 11.97 6 Window w 1 20 1.1_90 0.680 0.816 2.92 348.89 1.89 1.000 4,845 Wall N 1 100 0.049 11.97 59 Windmv N 1 200 1.190 0.680 0.816 4.97 151.32 0.67 1.000 21,872 Wall w 1 50 0.049 11.97 30 Window w 1 100 1.190 0.680 0.816 2.92 348.89 1.89 1.000 24,226 Wall N 1 295 0.049 11.97 1!5 . Window N 1 590 1.190 0.680 0.816 4.97 151.32 0.67 1.000 64,522 Wall E 1 138 0,049 11.97 82 Window E 1 275 1.190 0.680 0.816 1.81 279.82 5,4() 1.000 54,130 Wall E 1 60 0.049 11.97 36 Window I; 1 120 1.190 0.680 0.816 1.81 279.82 5.40 1.000 23,621 Total Prooosed Deslan 1,253,554 Proposed S Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Standard Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column G. Multiply Column F by 1.2. 7. Coefficients for; U-factor (CSu,1), SHGC (Cs.,1), and VT (Cs.,1), can be found in Table NAS-2, through Table NAS-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the Cool Roof, Mc11, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column K. 9. Calculate the Overhang MOH, on the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. TOVp "'Column D x [(U factor x Cs.) + (SHGCp x Cs.; x MoH} + (VT P x CsJ]. Enter calculated value in Proposed Column M. 11. For Cool Roof, TDVPR= Column D x (CRu1 x URI x M-R1t Enter the calculated value in Column M. EnergyPro 5.0 by Ene,gySoft User Number. 2445 RunCode: 2010·03-11T17:41:42 ID: McP#3459 Page 16of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Paae 4 of 6) ENV-3C Project Name I Date Genoptix T.I. 03/11/2010 TDV for the Proposed Desian Buildina, See Reference Nonresidential Appendix NA5:3 . Occupanc:y Type and Coefficients I i;zi Nonresidential; See D 24-Hour Use, See Table I O Retail, See Table NA5-5 I Climate Zone: 7 · Tables Table NA5-3 NA5-4 A B C D E F G H I J K L M Number . Total Coefficients for Of Like Exterior Criteria. U-factor7 RSHGC7 VT1 Cool Root' Overhana9 Assembly Surface Proposed TOV Assemblv Tvoe 1 Orientation2 Tvnia2A Area3 LI-factor4 SHGC5 vr Csu,i Cs..i Cti MrR Moo Enerav10 Wall w 1 252 0.049 11.97 149 Window w 1 288 1.190 0.680 0.816 2.92 348.89 1.89 1.000 69,772 Wall N 1 238 0.049 11.97 141 Window N 1 272 1.190 0.680 0,816 4.97 151.32 0:6i 1.000: 29,746 Roof 1 1,577 0.035 94.40 1.818 9,470 Roof 1 1,391 0.035 94.40 1.818 8,353 Skylight 1 32 1.470 0.760 0.912 0.00 1,022.S~4 68.03 0.000 26,863 Wall w 1 70 0.049 11.97 41 Window w 1 80 1.190 0.680 0;816 2.92 348.8~ 1.89 1.000 1~,381 Waif N 1 294 0.049 11.97 174 Window N 1 336 1;190 0.680 0.816 4.97 151.32 0.67 1.000 36,744 Roof 1 393 0.035 94.40 1.818 2,380 Skylight 1 32 1.470 0.760 0.912 0.00 1,922.94 . 68.03. .0.000 26,883 Wall N 1 42 0.049 11.97 25 Window N 1 48 1.190 0.880 0.816 4;97 151.32 0.67 1.000 5,249. Roof 1 1,147 0.035 94.40 1.818 6,888 Total Pronnsed Desian 1,253,554 Prooosed ~ Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total sulface area of all assemblies in the same orientation. 4. Standard Design LI-factor are from Table 143-A, .B or C for the appropriate assembly type. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column G. Multiply Column F by 1.2. 7. Coefficients for; LI-factor (Cs.,,1), SHGC (Cs4,1), and VT (Cs,,1), can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the Cool Roof, McR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column K 9. Calculate the Overhang MoH, on the next page {Page 5 of 6). Enter the value in the Proposed Column L. 10. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. TDVP = Column D x [(U factor x Csu) + (SHGCp x CSs1 x MoH) + {VT P x Cs,)}. Enter calculated value in Proposed Column M. 11. For Cool Roof, TDVPR= Column D x CCRu1 x LIRi x McRJt Enter the calculated value in Column M. EnergyPro 5.0 by EnergySoft User Number. 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Page 17of57 OVERALL ENVELOPE TDV ENERGY APPROACH {Paoe 4 of 6) ENV-3C Project Name I Date Genoptix T.I. 03111/2010 TDV for the Proposed Design Buildind, See Reference Nonresidential ADoendix NA5.3 Occupancy Type and Coefficients I 1i21 Nonresidential, See I D 24-Hour Use, See Table 1· D Retail, See Table NA5-5. I Climate Zone: 7 Tables TableNA5~3 NA5-4 A B C 0 E F G H I J K L. M Number Total Coefficients for Of Like Exterior Criteria U-factor7 RSHGC7 VT1 Cool Roof Overhana!I Assembly Surface Proposed TDV Assemblv Tvoe 1 Orientation2 Tv=2A Area3 U-factor4 SHGC5 vr Csu,i C5s1 Cti Mc11 MoH . . Ener!lV10 Skylight 1 32 1.470 0.760 0.912 0.00 1,022.94 68.03 0.000 26,863 Wall E 1 112 0.049 11.97 66 Window E 1 128 1.190 0.680 0.816 1.81 279.82 5.40 1.000 25,195 Roof 1· 407 0.035 94.40 1.818 2,444 Wall E 1 84 0.049 11.97. 50 · Window E 1 96 1.190 0.680 0.816 1.81 279.82 5.40' 1.000 18,896 Wall E 1 231 0.0.49 11.97 137 Window E 1 264 1.190 0.680 0.816 1.81 279.82 · 5.40 1.000 51,965 Roof 1 657 0.035 94.40 1.818 3,945 Wall N 1 578 0.049 11.97 342 Window N 1 129 1.190 0.680 0.816 · 4.97 151.32 0.67 1.000 14,107 Wall N 1 650 0.820 11.97. 6,375 Window N 1 108 1.190 0.680 0.816 4.97 151.32 0.67 1.000 11,811 Roof 1 1,920 0.035· 94.40 1.818 11,530 Skylight 1 64 1.470 0.630 0.756 0.00 1,022.94 68.03 0.000 44,537 Wall N 1 535 0.049 11.97 317 Total Prooosed Design 1,253,554 P(oposed s Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if· like assemblies then the total surface area of all assemblies in the same orientation. 4. Standard Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 5. Standard Design SHGC are from Table 143-A, B or C. Enter ·o· if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column G • .Multiply Column F by 1.2. 7. Coefficients for; U-factor (Csu,1), SHGC {CSa,t), and VT (CSt,1), can be fouod in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column K. 9. Calculate the Overhang Mo1-1. on the next page {Page 5 of 6). Enter the value in the Proposed Column L. 10. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. TDVp = Column D x [(U factor x Csu) + (SHGCp x Cs.1 x MOH) + (VT P x Cst)}. Enter calculated value in Proposed Column M. 11. For Cool Roof TDV P11= Column D x (CRrJ1 x UR1 x Mc111t Enter the calculated value in Column M. EnergyPro 5.0 by EnergySoft User Number. 2445 RunCode: 2010-03-11T17:41 :42 ID: McP#3459 Page 18of57 OVERALL ENVELOPE TDV ENERGY APP.ROACH .(Paoe 4 of 6) ENV-3C Project Name r Date Genoptix T. I. 03/11/2010 TDV fQr the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients I @ Nonresidential, See I D 24-Hour Use, See Table I D Retail, See Table NA5-5 I Climate Zone: 7 Tables TableNA5-3 NA5-4 A B C D E F G H I J K L M Number Total Coefficients for Of Like Exterior Criteria U-factor7 RSHGC7 vT7 Cool Roof' Overhana9 Assembly Surface Proposed TDV Assembly Tvoe1 Orientation2 Tvoe2A Area3 U-factor4 SHGC5 vr Csu,i ·Cs.1 Ct,i McR MOH Energv10 Window: N 1 165 0.710 0.730 0.876 4.97 151.32 0.67 1.000 18,906 Wall N 1 642 0.820 11.97 6,301 Window N 1 108 1.190 0.680 0.816 4.97 151.32 0.67. 1.000 11,811 Roof 1 2,227 0.035 94.40 1.818 13,373 Skylight 1 96 1.470 0.630 0.756 0.00 1,022.94 68.03 0.000 66,805 Roof 1 1,327 0.035 94.40 1.818 7,969 Skylight 1 64 1.470 0.630 0.756 0.00 1,022.94 88.03 0.000 44,537 Roof 1 2,297 0.035 94.40 1.818 13,794 Skylight 1 96 1.470 0.630 0.756. 0.00 1,022.94 88.03 0.000 66,805 Wall s 1 510 0.049 11.97 302 Window s 1 148· 1.190 0.680· 0.816 · 60.43 -20.69 127.19 1.000 23,921 Waif s 1 561 0.820 11.97 5,506 Window s 1 144 1.190 0.680 0.816 60.43 -~0.69 127.19 1.000 23,275 · Wall s 1 559 0.049 11,97 331 Window s 1 148 1.190 0.680 0.816 60.43 -20.69 127.19 1.000 23,921 Wall s 1 650 0.820 11.97 6,380 Total Prooosed Design 1,253,554 Proposed :. Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A Note; Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Standard Design LI-factor are from Table 143-A, B or C for the appropriate assembly type. 5. Standard Design SHGC are from Table 143-A, B or C. Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column G. Multiply Column F by i .2. 7. Coefficients for; U-factor (Csu,1}, SHGC {CSs,i), and VT (Cs1,1), can be found in Table NA5-2, through Table NAS-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the Cool Roof, McR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column K. 9. Calculate the Overhang MoH, on the next page (Page 5 of 6}. Enter the value in the Proposed Column L. 1 O. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than standard TDV in Page 3 of 6. TDVp = Column D x [(U factor x Csu) + {SHGCp x Cs,1 x MoH) + {VTp x Cs.)]. Enter calculated value in Proposed Column M. 11. For Cool Roof, TDVPR= Column D x (CRu1 x URI x McR1}, Enter the calculated value in Column M. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-03--11T17:41:42 ID: McP#3459 Page 19of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Paae 4 of 6) ENv .. ac Project Name 1·oate Genoptix T.I. 03/11/2010 TDV for the Prooosed Desian Buildlna, See Reference Nonresidential Appendix NAS.3 Occupancy Type and Coefficients j @ Nonresidential, See j D 24-Hour Use, See Table I D Retail, See Table NAS-5 j Climate Zone: 7 Tables Table NA5·3 NA5-4 A B C D E F G H I J K L .M Number Total Coefficients for Of Like Exterior Criteria U-factor7 RSHGC7 VT1 Cool Roof 0Verhana9 Assembly Surface Proposed TDV Assemblv Tvne1 Orientation2 Tvoev. Area3 U-factor4 SHGc5 vr Csui Cs,1 Cti McR ~ . Enerov10 Window s 1 108 1.190 0.680 0.816 60.43 -20.69 127.19 1.000 17,456 Roof 1 1,920 0.035 94.40 1.818 11,530 Skylight 1 64 1.470 • 0.630 0.756 0.00 1,022.94 68.03 0.000 44,537 Roof 1 1,262 0.035 94.40 1.818 7,578 Skylight 1 128 1.470 0.630 0.756 0.00 1,022.94 68.03 0.000 89,073 Roof 1 683 0.035 94.40 1.818 4,101 Roof 1 355 0.035 94.40 1.818 2,132 Roof 1 130 0.035 94.40 1.818 781 Roof 1 245 0.035 94.40 1,818 1,471 ., .. Total Prooosed Desian 1,253,554 Pronnsed ~ Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in·the same orientation. 4. Standard Design LI-factor are from Table 143-A, B or C for the appropriate assembly type. 5. Standard Design SHGC are from Table 143-A, B or C: Enter "O" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 6. To calculate the fenestration standard design VT in Column G. Multiply Coh,1mn F by 1.2. 7. Coefficients for; U-factor (CSu,1), SHGC (Css,1), and VT (Cs~1), can be found in Table NA5-2, through Table NAS-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "O" when not applicable. 8. Calculate the Cool Roof, McR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column K. 9. Calculate the Overhang MoH, on the next page (Page 5 of 6). Enter the value in the Proposed Column L 10. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. TDVp = Column D x I(U factor x CSu) + {SHGCp x CSsi x MoH) + (VTP x Csi)J. Enter calculated value in Proposed Column M. 11. For Cool Roof, TDV PR-Column D x ICRu1 x UR1 x McRil. Enter the calculated value in Column M. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Page20of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 6 of 6) ENV-3C Project Nam~ l Date Genoptix T. I. 03/11/2010 WINDOW AREA ADJUSTMENT CALCULATION A .B C D E F G Window Adjusted Orientation Adjustment Window Adjusted Wall Name N l E I s Window Factor Area Wall Area (e.g. Wall-1, Wall-2) w Gross Area Door Area Area (From Paae1} (D XE} B-(F + C) Northwest Wall D D D Ill 420 0 280 0.672 188 232 Northeast Wall 12) D D 0 255 0 170 1.000 170 85 Northwest Wall D D D 121 30 0 20 0.672 13 17 Northeast Wall 121 D 0 D 300 0 200 1.000 200 100 Northwest Wall D D D 12) 150 0 100 0.672 67 83 Northeast Wall Ill 0 D D 885 0 590 1.000 590 295 East.Wall .o Ill D D 413 0 275 1.000 275 138 Southeast Wall D 121 D D 180 0 120 1.000 120 60 Northwest Wall D D D 121 540 0 288 0.672 194 347 NortheastWa/1 121 D D D 510 0 272 1.000 272 238 Northwest Wall D D D @ 150 0 80 0.672 54 96 Northeast Wall 121 D D D 630 0 336 1.000 336 294 Northeast Wall 12) D D D 90 0 48 1.000 48 42 Southeast Wall D (lJ D D 240 0 128 1.000 128 112 Southeast Wall D 121 D D 180 0 96 1.000 96 84 l:astWa/1 D Ill D D 495 0 264 1.000 264 231 North Wall with insulation 121 D D D 707 0. 129 1.000 129 578 North Wall 121 D D D 758 0 108 1.000 108 650 North Wl'ndow with insulation @ D D D 700 0 165 1.000 165 535 North Wall Ill p D D 750 0 108 1.000 108 642 D D D D 8,383 0 3,777 3,525 4,858 To.tals: I I. SKYLIGHT AREA ADJUSTMENT CALCULATIONS A B C D E F Skylight Adjustment Adjusted Skylight Adjusted Roof Name Factor Area Roof Area (e.a. Roof-1, Roof-2) Gross Area Skvllaht Area (From Page 1 l (CX D} (B-E} Totals: ErieravPro 5.0 bv l:naravSoft User Number: 2445 RunCode: 2010-03,11T17:41 :4 ID: McP#3459 Paae 21 of57 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 6 of 6) ENV-3C Project Name I Date Genoptix T. I. 03/11/2010 WINDOW AREA ADJUSTMENT CALCULATION A B C D E F G Window Adjusted Orientation Adjustment Window Adjusted Wall Name N I E l s Window Factor Area Wall Area (a.a. Wall-1, Wall-2) w _Gross Area Door Area Area (From Page1} (DX El B-(F+ C) South Ws/1 with insulation D D Ill D 858 0 148 1.000 148 510 South Ws/1 0 D Ill D 705 Q 144 1.000 144 581 South Ws/1 wi,th-insulation 0 D Ill D 707 0 148 1.000 148 559 South Wall D 0 Ill D 758 0 108 1.000 108 650 0 D D D· D D D D D D D D D D D 0 D D D D 0-D D D D D Q D tJ D D D D D D D 0 D D D D D D D D D D D D D D D D D D [i D D D D D D D D D D D D 2,828 0 548 548 2,280 Totals: I I SKYLIGHT AREA ADJUSTMENT CALCULATIONS A B C D E F Skylight Adjustment Adjusted Skylight Adjusted Roof Name Factor Area Roof Area (e.a. Root-1, Roof-2) Gro.ss Area Skvliaht Area (From PaQe 1) (CXD) 16-E) . Totals: EneravPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-03-11T17:41 :4 ID: McP#3459 Paae22 of57 MINIMUM SKYLIGHT AREA WORKSHEET (Part 1 of 3) ENV-4C Project Name I Date Genoptix T. I. 03/11/2010 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES definition in§131(c), requirements in §143c) t Iii This worksheet applies to buildings with three or fewer stories, in climate zones 2 through 15, having an enclosed space > 8,000 ft2 that is directly under a roof, with a ceiling height> 15 ft and the exception below does not apply. Go to Step 1. • Name orreference of Large Enclosed Space on building plans • Proposed daylight area is indicated on page of the building plans . t Cl Skylights not required as fully designed lighting system on page . of building plans has general lighting power density of . W/ft2, which is less than 0.5 W/ft2. Note: this exemption applies only to buildings with a fully designed lighting system. This exception does not apply to core & shell buildings. STOP HERE IF THIS BOX IS CHECKED. Space ls exempt from minimum skylight area requirement. NOTE: The minimum skylight area requirements can be met using skylit daylight areas, primary sidelit daylight areas, or a combination of both. Use Step 1 below if using skylit daylight areas for compliance. Use Step 2 below if using sidelit daylight areas for compliance. Use Step 3 below to add together skylit daylight and primary sidelit daylight areas. Step 1 Calculate·if Proposed Skylit Daylight Area Is greater than or equal to Minimum Daylight Area. ra Criterion 1: Check if Total Proposed Skyllt Daylight Area Is greater than or equal to Minimum Dayllt Area. (C 2: B) If Criterion 1 Is checked, skip step 2. Go to Step $. . Floor Area of proposed design large enclosed space A 0 tt2 Space floor area Minimum Daylight Area= 0.5 x Floor Area (A) B 0 ft2 Minimum Daylight Area = 0.5 x (A) Proposed design sky!it daylight area in accordance with C () tt2 Proposed Skylit Daylight Area §131(c)1 D and as shown on the plans. Step 2 Calculate if Proposed Primary Side lit Daylight Area is greater than or equal to Minimum Daylight Area Cl Criterion 2: Check if Total Proposed Skyllt Dayllght Area is equal to or greater than Minimum Daylit Area (D 2: B). Primary sidellt daylit area determined in accordance with D rr Proposed Primary Sidelit Daylight Area §131 (c)18 and as shown on the plans Step 3 Confirm that Proposed Primary Sldelit + Skyllt Daylight Area is greater than or equal to Minimum Daylight Area Cl Criterion 3: Check If Total Proposed Daylight Area is greater than or equal to Minimum Daylit Area (E 2: B). Total Proposed Daylight Area= Skylight Area+ Primary E ft2 Total Proposed Daylight Area Sidelit Area Add C + D and enter Into E If Criterion 3 is checked, complete both Steps 4 & 5 on Page 2 Cl lf Criterion 3 is unchecked. Space FAILS, not enough daylight area, do not continue. EnergyPro 5. O bv ·EnemvSoft User Number. 2445 RiJnCode: 2010-03-11T17:41:4 ID: McP#3459 Paoe 23of57 _MINIMUM SKYLIGHT AREA WORKSHEET (Part 2 of 3} ENV-4C Project Name I Date Genoptix T. I. 03/11/2010 SKYLIGHT AREA FOR LARGE ENCLOSED SPACES HS143c) Step 4 -If using SKYLIGHT to comply with the minimum skylight area requirements, calculate compliance with minimum skylight area using Step 4a, or ~ompllance with minimum effective aperture using Step 4b. Also verify compliance with skylight haze criteria is met In Step 4c • Step 4a -If Complying with minimum skylight area: £21 Criterion 4a: Check If Proposed Skylight Area Is equal or greater than Minimum Skylight Area (H ~ G). Proposed Skylight Daylight Area F 0 ft2 Proposed Skylight Daylight Area from cell (C}, Step 1, on ENV-4C (Page 1 of 3) Minimum Skylight Area = Skylight Area (F) X 0.033 G 0 ft2 Minimum Skylight Area Total Proposed Skylight Area= Sum of the areas (rough -· opening) of each individual skyiight H 0 ft2 Total Proposed Skylight Area Step 4b -If complying with minimum effective aperture: a Criterion 4b: Check If Proposed Skylight Effective Aperture Is ~ual to or greater than Minimum Skylight Effective Aperture (J ~ I). If this criterion cheoked, shall also fill out ENV-4-C (Page-3 of 3) . Minimum Skylight Effective Aperture I -Minimum Skylight Effective Aperture Proposed Skylight Effective Aper.ture. J Proposed Skylight Effective Aperture Shall be taken from ENV-4C (Page 3 of 3} Cell (AB} Step 4c Required D Crlterlo!1 4c: Check If Proposed Skylight glazing or diffuser haze rating is equal or greater than 90% (K? 0.9). Skylight glazing or diffuser haze rating according to ASTM K Haze rating D1003 Haze rating is indicated on page of plans .o Complies with all of Criterion 4 If either Criterion 4a .2r Criterion 4b Is c!lecked, AND Criterion 4c is checked. Step 5 -If using PRIMARY SIDELIGHT to comply with the minimum skylight area requirements: D Criterion 5: Check If Proposed Primary Sidellt Effective Aperture Is greater than or equal to Minimum Sidellt Effective Aperture (M ~ L). Fill out remaining questions on Step 6 below. Minimum Sidelit Effective Aperture L Minimum Sidelit Effective Aperture .·,·.· Enter Proposei::I Primary Sidelit Effective Aperture from M Proposed Primary Sidelit Effective Equation 146-A cell (Q} below Aperture EQUATION 146-A: Effective Aperture for Primary Sldellt Area Rough opening of windows adjacent to the sidelit_are in N Total window area square feet Visible light transmittance of window 0 Average VLT Primary sidelit daylight area determined according to p Primary Sidelil Area . §131(c)1 from cell (D}, step2 on ENV-4C (Page 1 oi 3) Primary Sidelit Effective AperturE! = {N X 0) / (P) Enter results for Primary Sidelit Effective Aperture from Q Primary Sidelit EA cell (Q) into cell (M) in Step 5 Step6 £21 Space PASSES: Check If Criterion 1 and 3 (page 1); and, Criterion 4 (page 2) are checked. Cl Space.PASSES: Check if Criterion 2 and 3 (page 1 ); and Criterion 5.(page 2) are checked. 0 Space PASSES: Check only If Criterion 1 through.5 are all checked. -EneravPro 5.0 by EnergySoft User Number: 2445 · RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page 24 of57 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name I Date Genoptix T. I. 03/11/2010 DESCRIPTION Buildina Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3, §11 B(c): All Insulating Materials shall be installed in compliance With the flame spread.rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the b~ilding that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products arid exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §116{a) 1: window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinaina and sliding), and 1.0 cfm/ft.2 for nonresidential double doors (swingina). §116{a) 2: Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §116{a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors) . . · EneravPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-03·11T17:41:42 ID: McP#3459 Paae 25 of57 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH .. 1C Fl~LD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix T.I. 03/11/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 23,264 23,264 GENERAL INFORMATION Buildina Tvoe: IZI Nonresidential a High-Rise Residential a Hotel/Motet Guest Room a Schools (Public School} a Relocatable Public School Bldg. li2J. Conditioned Spaces a Unconditioned Spaces (affidavit) Phase of Construction: a New Construction a Addition a Alteration Approach of Compliance: a Component li2J · Overall Envelope TDV a Unconditioned (file affidavit) Enerav Front Orientation; N, E, S, W or in Degrees: ! Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reaulrements Eaulpment2 Inspection Criteria Special Feature 1 l>~i$·i:, ~(\'F.~1f:\ Item or System Tags ;}}p::t~1 .. - (i.e.AC-1, RTU-1, HP-1) Raypak H3~402B D ~.::)~iB~i) EQuioment Tvoe4: Gas Fired HW Boiler CJ ';'.f~r: /'. ttt;:rI~I Number of Svstems 1 D i,: ----:-lat~} ~,:~~$ . .'.:"·;_~ Max Allowed Heatino Capacity 399,000 Btu/hr D \~:\ott ,:./11fat Minimum Heatino Efficiency 78% CJ ·g:/i_cL · :J 2t·-tl'f~; Max Allowed Cooling Caoacity nla D ·;. :,:E,lf::;: 2:;~~-d '·\\ Coolina Efficiency nla CJ \ .. >;_ tcr; , . In!!: ·\ ·: Duct Location/ R-Value nla CJ \}0.-.\:":( J·'.',tt:} Duct Leakage Testing -If Yes, a nla CJ :· t{i.wtf :·; t.?-~);i'?l MECH-4A must be submitted Economizer nla D ~:t:_tf\5'. ·1'.dS··. ·i ---,, .. J-•. -· Thermostat n/a D '~i;i~ .!;-~;~ :f;_\( .-·:.::. Fan Control nla D ___ :·i,-.~~L..: .:~ [it--~: FIELD INSPECTION ENERGY CHECKLIST Equfpment2 lnspe.ctlon Criteria Special Feature 1 ·-\~ea··.-~-, ·Flii~f lteni or System Tags FC 1-1/HP 1-1 a i/:,lit: ,:: iE~~ (Le. AC-1, RTU-1, HP-1) Equipment Tvpe4: Packaged VAV Cl ·\}CC·\.' . ::~:ltl . ·. ·. · Number of Svstems 1 D ''.}tµ ·. :; )_'.< 'CJ/:=,: Max Allowed Heatino Capacity 58,000 Btu/hr D '· tr:.·: ·?::a.'··:, __ Minimum Heatini:i Efficiency 78%AFUE CJ :_~·:i-: CJ)} I .-:·:o. Max Allowed Coolini:i Capacitv 58,100 Btu/hr CJ . \J;l ··.;:. ~; : .C.L:.i . Cooling Efficiency 13.0 SEER I 9. 5 EER D i!~L··_ ':: V ·Oft Duct Location/ R-Value R-8.0 D ~ti ?i,.:;,o-..::·)~ Duct Leakage Testing -If Yes, a No D I MECH-4A must be submitted Economizer Diff. Temp (lntegrate_d) CJ .::·~}g ·--. :% Thermostat Setback Required CJ t::~~:~Dl:.l Fan Control Variable Speed CJ f_:i:\_: ti~f~t-i: 1. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy·use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnemvPro·5.0 bv EnerovSoft User Number: 2445 .RunCode: 2010-03-11T17:41:42 ID: McP#3459 Page26of57 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C Fll:LD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix T. /. 03/11/2010 Project Address I CUmate Zone I Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 7 23,264 23,264 GENERAL INFORMATION Buildina Type: Ill Nonresidential a High-Rise Residential D Hotel/Motel Guest Room [J Schools (Public School) CJ Relocatable Public School Bldg. liZI Conditioned Spaces 0 Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction 0 Addition a Alteration Approach of Compliance: 0 Component liZI Overall Envelope TDV Cl Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reaulrements Eau1Dment2 lnsoectlon Criteria S1>eclal Feature1 . ':Pa~1t: ; !1?•::;;, 3 1= A~~ll· ·'·, Item or System Tags FC 1-2/HP 1-2 D .... :-:;:.c:f:t:\ ; .. ::\~L;.i!_: (i.e. AC-1, RTU-1, HP-1) :?::~ . ·::,·:-:-.c. _Equipment Tvoe4: Split DX D ftJ:.:r,:)~ ~::::ii:i:~;:f· Number of Systems 1 D ·=.:~iskijL ::"· -~ \'.if c:;tf:.,~ Max Allowed Heatina Caoacitv 28,600 Btu/hr D ., ?Tq.t~\~-: ., '.?.ll;I: .·:. Minimum Heating Efficlencv 8.00HSPF D ~fi.·/~f(t, ~:..:"O./;:· .. Max Allowed Coolina Capacity 30,300 Btu/hr IJ -:\}tit·:.··/ ,}Ji.,CJ,;fi Cooling Efficiency 13.0 SEER /10.0 EER D ,i~:fJi Duct Location/ R-Value R-8.0 D Duct Leakage Testing -If Yes, a No D MECH-4A must be submitted Economizer No Economizer D _·:: ':f~!{{,. ~---~-:-:~ Thermostat Setback Required D t; ·: :· tJL;;} /}@;.:~··:' Fan Control Constant Volume Cl f;;. ·-o_::·.~ ~\::~-;:. FIELD INSPECTION ENERGY CHECKLIST -.'21ria11~iA Eauioment2 lnsDectlon Criteria Special Feature 1 ::;;-. :: ._. Item or System Tags D " "ii/C;J}ji (i,e_ AC-1, RTU-1, HP-1) FC 1-3/HP 1-3 . : ... ;:: Eouioment Tvoe4: Split DX D \:!.-Y~;L,, .) ·5f.Jp <'.:; Number of Systems 1 D ~J:1:t\~':i. rs~~-:·. ~:: Max Allowed Heatina Capacitv 40,500 Btu/hr D • Minimum Heating Efficiency 8.00 HSPi= D ::--·-·.-~..__:;. ·.'-;-.. : -:· Max Allowed Coolino·CaoacitY 40,500 Btu/hr D it;~E{~;:; . -. ,tr~~ Cooling Efficiency 13.0 SEER I 10.0 EER D Duct Location/ A-Value R-8.0 D !~~,: J~. ":f~~ ~'.<?~'./.'', Duct Leakage Testing -If Yes, a No D ";;l}~t·'::, ?;tftfti· MECH·4A must be submitted Economizer No Economizer D _,, ,, t::r:--:,.· .-.,,(o ·:-< Thermostat Setback Required CJ -~ . . O · i~~; .:itl:.: ... :; . Fan Control Constant Volume D .. ,\D., .. o;;,· .... 1. Indicate special feature Df;TAILS on Page 2 of the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas .(Pkg or, Split), VAV, HP (Pkg or split}, Hydronic, PTAC, or other. EneravPro 5.0 by EnergySoft User Number:.2445 RunCode: -2010-03-11T17:41:42 ID: McP#3459 Page27of57 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix T.I. 03/11/2010 Project Address I Climate Zone J Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 7 23,264 23,264 .GENERAL INFORMATION Buildina Tvoe: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) a Relocatable Public School Bldg. Iii Conditioned Spaces a Unconditioned Spaces (affidavit) Phase of Construction: a New Construction a Addition a Alteration Approach of Compliance: a Component Iii Overall Envelope TDV a Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: I Od_eg l HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 lnsDectlon Criteria Special Feature1 ~;:Pas~, ... , _-,':i:r.11"3 r Item or System Tags FC 1-4/HP 1-4 D . .-icL .... .-:.-·ci(--=_ (i.e. AC-1, RTU-1 HP-1) .. ' .. · ... -: ~~· ::: ... · .. · . Eauioment Tvoe4: Split DX CJ <J_'l:;1:-;::y t\)~_,:-~; Number of Svstems 1 CJ '.:::~}:;:gi,:: -·:\ t-.?~tZJ_;~; Max Allowed Heatina Caoacitv 76,860 Btu/hr D . . > [lp.f~i;i;, =<>P."1.f~ 8.00COP 0 ~-~·: :f--~-. :: ., ::_· --:?i(~ Minimum Heatina Efficiencv Max Allowed Coolina Caoacitv 89,000 Btu/hr CJ _--··· ·- Cooling Efficiencv 10.0EER D .. ~::·: :}if --- Duct Location/ R-Value R-8.0 CJ ~~\_:tt ~litf\--~ Duct Leakage Testing-If Yes, a No CJ ~t~li:\'! t:qli~;~-MECH-4A must be submitted Economizer No Economizer CJ ;~_-_··_'··O){\ }KO\:!-t · Thermostat Setback Required D :n:i:_p "; ':~1 cftfgi -·::· :· . Fan Control Constant Volume 0 -~rl:;)~-.: .. ·: ·:< :!'Q.f~if FIELD INSPECTION ENERGY CHECKLIST Equlpment2 Inspection Criteria Soecial Feature 1 ~::_;;-.. ·.-. 'f}i fiei,1s.:/· Item or System Tags FC 1-5/HP 1-5 D ;·':: .·: .1:Y:. :::,:·b~~~ (i.e. AC-1, RTU-1, HP-1) · .... _=;;::_~.::. -~·::-:~· .:... ·:._ .. '\'.. Eouioment Tvoe4: Split DX CJ ~~_);_ J;i~;~;'.· !t;f~::c/ Number of Systems 1 D -~j~;-: ~ ... ~:::~( , __ .-:q~r&1:_ Max Allowed Heating Capacity 65,200 Btu/hr CJ : ·: ~ -:;. i~ i:i:;.Kl'J ' Minimum Heating Efficiency 8.00COP D ;~~t~-T:': ~.;·~-/:/ ~~ Max Allowed Cooling Caoacitv 7 4, 120 Btu/hr CJ i\f~::t:l\\[; ?t _,:;;:~~- Coolina Efficiencv 10.0EER CJ /:Jtt,_·. i ·· ... ··:· ·:}ti~ Duct Location/ R-Value R:-8,0 D ,;-.. -'/0{~;;;· ,-i~1 .. O}::IJ D.uct Leakage Testing -If Yes, a No 0 1i/.otf~~~ ;~l(j~i\? MECH·4A must be submitted .. ·-.:.,. · .. -- Economizer No Economizer D -,_~f~·-·:_'} :-?'.';t;:Jf< Thermostat Setback Required D i; __ .. -i~L~ -;~i. '-.Q~~ Fan Control Constant Volume 0 I~/0¾1~} ~/,tlt~j 1. Indicate special feature DETAILS on Page 2 ot the Inspection Checklist Form. 2. If the Actual Installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building pl,ms) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP {Pk!;! or split), Hydronic, PTAC, or other. EnerovPro 5.0 by EneravSoft User Nuinber: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Paae2Bof57 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C Fll;:LD INSPECTION ENERGY CHECKLJST Project Name Date Genoptix T. I. 03/11/2010 Project Address I Climate Zone I Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 7 23,264 23,264 GENERAL INFORMATION Buildina Type: ~ Nonresidential D High-Rise Residential Cl Hotel/Motel Guest Room D Schools· (Public School) Cl RelocataJ:>le Public School Bldg. IZI Conditioned Spaces Cl Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component IZI Overall Envelope TDV D Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equlpment2 Inspection Criteria Special Feature 1 \iP."islifi ~;F~i1~;-:;~ Item or System Tags FC 2-1/HP 2-1 D :;::,;;;:i~~ (i.e. AC-1 RTU-1, HP-1} Eauioment Tyoe4: Split DX D Number of Svstems 1 D Max Allowed Heating Capacity 76,860 Btu/hr D Minimum Heatino Efficiencv 8.00COP D -~&l~ Te~~'.{ f)iJ~_..1 '. 0 ·~· Max Allowed.Coolina Caoacitv 89,000 Btu/hr D ~.:'-o~--~:· ' ·: \'i!V,::i, Coolina Efficiency 10.0EER D >-:,'.:"[Zf :./:·· \;= ·'t~~~:~ Duct Location/ R-Value R-8.0 D .}.\J;(./-\: li&f"" Duct Leakage Testing -If Yes, a No D '.-:..Ji9-.. :\. t·:!t'.ef (iI MECH-4A must be submitted Economizer No Economizer D '.!~'.'~!~ '~I: Thermostat Setback Required CJ Fan Control Constant Volume D FIELD INSPECTIO~ EN- Eauipment2 Inspection Criteria Item or System Tags Sneclal Feature .-al~~ (i.e. AC-1, RTU-1 HP-1) FC 2-~HP2-2 CJ ;,· ... ,_ .. , 'C<· _.,._.,,=,..,,.:\:-~ Eauioment Tvoe4: Split DX D ;·:_,=,-t:r··'::: ·:'.';tit-:_-·· Number of $ystems 1 D r>B~t:,: ••• W w• • wh_,,. •• w ,• _:.:: ··:{~t{. Max Allowed Heatina Caoacitv 46,500 Btu/hr D ':,'f\gt\J t}t:1)/1~ Minimum Heatino Efficiencv 8.00HSPF Cl ·(:\pfi:/ t~;}Q_=:":"-:i Max Allowed Coolino·Caoacitv 48,000 Btu/hr D :·:_:i;·c;t_\·.· :·tt-L:.' Coolino Efficiency 13.0 SEER/10.0 EER CJ i}\{gf'.\?-L ·oJ..~::- Duct Location/ A-Value R-8:0 D ·,-~::.{t.l~,.\+. \i{JJ/\: Duct Leakage Testing-If Yes, a No CJ _\~~a\~_ .. :--:<~,r---~ MECH-4A must be submitted :-.·-,,!_ ·:::· •:: Economizer No /Economizer CJ <·.:;~J;,l~f:~ i:~, ·: jj-;~\ Thermostat Setback Required . D ~;'.::.ra-.···.-.:'.:~: __ Ef~ Fan Control Constant Volume D 1. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit ~nergy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAG, or other. .EneravPro 5.0 bv EnerovSoft User Number: 2445 RiJnCode: 2010-03-11T17:41:42 ID: McPlt3459 Page 29of57 · CERTIFICATE OF COMPLIANCE and FI_ELD INSPECTION ENERGY CHECKLIST Project Name Genoptix T. I. Project Address 2105 Rutherford Road Carlsbad GENERAL INFORMATION j Climate Zone 7 (Part 1 of 5) MECH .. 1C Date 03/11/2010 l Total Cond. Floor Area Addition Floor Area 23,264 23,264 Buildina Type: IZl Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools {Public School) D Relocatable Pllblic School Bldg. m Conditioned Spaces 0 Unconditioned Spaces {affidavit) Phase of Construction: D New Construction a Addition D Alteration Approach of Compliance: a Component m Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I o deg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements EaUIDment2 lnsnectlon Criteria SDecial Feature1 ~i.i.at;\; ::-,. Faii~\:.: Number of Systems 1 IJ ~ · ~t@\'. :~ .. : ft(?µ(_}·:; Max Allowed Heatina Capacity 46,500 Btu/hr D ~~j'~®:i-~·.it :::.-_::~t\:· Max Allowed Coolina Caoacitv 48) 000 Btu/hr D ?.. -Jj :=.{:;:2 ::~;)::iI~~ coolina Efficiency 13. 0 SEER 110. 0 EER D "f ~,-~· ·.: ·;! ~?;Jp: :-\ Thermostat Setback Required D :.'. ··:s.;-:.'iYf"iF.O.<Y t-'-'~-'-'-'-'~---------:!t-------'------------,---------1--:: Fan Control. Constant Volume 1J f:~ ··. }:_~;i\:J a-:.,;:;.;.;.;;.;;:.:.::.;;.~------i------------------1-------~ FIELD INSPECTION ENERGY CHECKLIST Eauloment2 lnsoectlon Criteria Special Feature1 t_Pi.~--{\f.#~1isji_ Number of Systems 1 D ::<-t:(\:; {:-_; i:;!\::_ · Max Allowed Heatina Caoacitv 22,400 Btu/hr D ··: .. ·q >), \La,:); Minimum Heatina Efficiencv 7. 70 HSPF IJ ... "L Q. .\'. f\11:J 't{ Max Allowed Coolina Caoacitv 34,600 Btu/hr IJ . ;f.fJ:;!t,:\ (19. : J Coolina Efficiencv 13.0 SEER I 10. 0 EER D '.~lilA~i,\ir::· :i )jjf-: ;k i------"--'---"------1--------------'---------;-----------F.-i Duct Location/ A-Value R-8.0 D ;.:: )&X:ii_½;~·-t t--:::,--.,---,----,,,,.-..,---,.~--1---------------------1--------- 1-M:.:.;Du.:::Ec.:::.6:.;;~~...;::.;_:::.:.~:.:.::~;:;,::ST.:..t i:a.:!:.:.::ti~;:;.::~:.:::.b:.:.;~f""'iJ:.:;,:d;:;_s_, a--,1-:N..,.o _____ ---,------"'"---,.:..----f----lJ------+,.:;;.:;;:.,,· . .;;;'·"::...·· ..;:;':;:~-' }iV" Economizer No Economizer D ':' r-"ti~'·"; .. , . Thermostat Setback Required Cl ·\fi:iQ.:· :~-\ i::'~sL. §;F 1. Indicate special feature DETAILS on .Page 2 of the Inspection Checklist Form. 2. If the Actual Installed equipment perforinance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnerqyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010..03-11T17:41 :42 ID: McP#3459 Paae 30 of 57 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix T. I. 03/11/2010 Project Address I Climate Zone I Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 7 23,264 23,264 GENERAL INFORMATION Buildina Type: 21 Nonresidential D High-Rise Residential D Hotel/Mote! Guest Room D Schools (Public School) D Relocatable Public School Bldg. IZJ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: CJ New Construction D Addition D Alteration . Approach of Compliance: D Component IZJ Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W o_r in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Eau1Dment2 ···· .. · . :\'-:Fii13:::_: lnsDectlon Criteria Spech1I Feature 1 i:·:Pas_s · _:. Item or System Tags :~ff *~~f :_.;: ... -· .. ·-. - FC 2-5/HP 2-5 Cl tJj':~;:_~ (i.e. AC-1, RTU-1, HP-1.) :.·--.-· .. ··--=.: .. -. Eauioment Tvoe4:, SplitDX D <:'t:tt':";'. t'j:J_'/_i~ Number of Svstems 1 D th.-:~~/// :~:;;:.CL\': Max Allowed Heatina Caoacitv 34,600 Btu/hr Cl --~:~t~-~:f;~~ ::;~7c,gf_f ;:~ Minimum Heatina Efficiencv 8.00HSPF D <.:-::t~r,:::·.-. ~;: _-_-:ce~ : : Max Allowed Coolina Caoacitv 34,600 Btu/hr [J t~;~pt~): . /J'.;:J,'./:;~ . Coolino Efficiency 13.0 SEER I 10.0 EER Cl ?:t~\3:~ :-:_:;J~(~:~ Duct Location/ R-Value R-8.0 Cl ,::-.:q_/'; 5 ·,;tj·;-:·i :'. Duct Leakage Testing -If Yes, a No D ''.~~1~;'~~ MECH-4A must be submitted Economizer No Economizer Cl Thermostat Setback Required Cl Fan Control Constant Volume Cl }-/01·,_.: :.'· _::;d--:.-.-:: FIELD INSPECTION ENERGY CHECKLIST Eau1Dment2 _ lnsDectlon Criteria 5Declal Feature 1 ·-:~:~~;f;:,. Item or System Tags FC 2-6/HP 2-6 Cl . /?ff ~It~----~--,,,,_~--':'; (i.e. AC-i, RTU-1 HP-1) Equipment Type 4: Split DX Cl f\tl ·.:::··:~ F:l~ . .t? Number of Systems 1 Cl -· · Max Allowed Heatino Capacitv 46,500 Btu/hr Cl Minimum Heating Efficiencv 8.00HSPF Cl Max Allowed Coolina Capacitv 48,000 Btu/hr Cl ~:... -~ .. Coolina Efficiencv 13.0 SEER I 10.0 EER Cl :~t,c.:~~;~ Duct Location/ R-Value R-8.0 D Duct Leakage Testing -If Yes, a No Cl MECH-4A must be submitted Economizer No Economizer CJ -,:.:::,:r,.-·. -·i;i .. ·. Thermostat ·setback Required Cl ·. ·-_\g\ii'._ ._,;~_:_: __ ¢1.}:i:. Fan Control Constant Volume Cl ' -··-cfr;.-: ~_::~::(tfiY i 1. Indicate special feature DETAILS on Page 2 of the-Inspection.Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form_ 4. Indicate Equipment Type; Gas (Pkg or, Split), VAV, HP (Pkg or split). Hydronic, PTAC, or other. EneravPro 5.0 bY EnerovSoft UserNumber: 2445 RunCode: 2010.o:J-11T17:41:42 ID: McP#3459 Paae 31 of57 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptix T.I. Project Address 2105 Rutherford Road Carlsbad 'GENERAL INFORMATION l Climate Zone 7 (Part 1 of 5) MECH-1C Date 03/11/2010 I Total Cond. Floor Area Addition Floor Area 23,264 23,264 Buildina Tvce: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) [J Relocatable Public School Bldg. m Conditioned Spaces a Unconditioned Spaces { affidavit) Phaseof Construction: [J New Construction 0 Addition D Alteration Approach of Compliance: D Component m Overall. Envelope TDV D Unconditioned (file affidavit) Enerov Front Orientation: N, E, S, W or in Degre~s: I iJ deg I HV-AC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements Eauioment1 lnsoection Criteria S1>ecial Feature1 :;.\;p~'~1:~:; /J~a]j3 :·_ · J.;~~~=:.:..:;~..::;::.;:.::.:...::==:=-=~..:..:::::..::7:.::.:~:~10t...:c::.::a:cto-=:ac::.:.;itv~. -+-~-;..:..,:_:_:_g_:_tulh...;.,v_:_v ____ ....,... _______ -+----~---+·,,,...;;,;;•~;,..;;·~}i 11 Minimum HeatinQ Efficiency nla D : ... \~r\~ · Max Allowed Coolino Capacity 354,100 Btu/hr CJ .. __ a_ . .-.. ;:;. Coolina Efficiency 10. 3 EER CJ ·i~~'.,\ ·, -"2 ,. Duct Location/ A-Value R-4.2 CJ J?J~ ,:, ·: ':":~t."_0 •1:-:~- Economizer .Oiff. Enth (Integrated) D :·i·?fQtt~ _ . .-.::· ·J;J_··,,,=i FIELD INSPECTION ENERGY CHECKLIST Eaulpment2 lnsi:,ectlon Criteria SDeclal Feature1 ::,;ieaJ~'_:if \.~ai1t]~ . Max Allowed Coolina Capacitv D ~J:;,t: \ii .-1'.ttl\/{_;' Duct Location/ A-Value a t;';fi®:s~ }/c;isI; Economizer Cl \f{Jgj.?t' ;-_--=: . ._-c;:i.·.· ;-,· 1. Indicate special feature DETAILS on Page.2 of-the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed {from the energy compliance submittal or from the building plans) the responsit,le party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split}. VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnerovPro 5. O bv EneravSoft User Number: 2445 RunCode: 2010·03-11T17:41 :42 ID: McP#345~ Paae 32 of 57 CERTIFICATE OF COMPLIANCE and (Part 2 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Genoptix T. /. 03/11/2010 SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention ·to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. - Discrepancies: .. . Ei/erovPro·5.0 bv EnemvSoft . User Number: 2445 · RunCode: 2010-03·11T17:41:42 ID: MoP#3459 Paae33of 57 · CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5) MECH'!'1C Project Name I Date Genoptix T.I. 03/11/2010 Required Acceptance Tests ~ Designer: · This form is to be used by the desigrier and attached to the plans. Listed below are all the acceptance tests for mechanical. systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires ari acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of sy$tems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form wm·be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly construqted building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is,granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1C form is not considered a completed form and is not to be.accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project} and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly install~d equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10·103{b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECi+5A MECH-SA MECH-iA MECH-SA MECH-SA MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply ~ystern Automatic Ventilation Volume& Air Control Supply Valve Water Variable Demand For Single-Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Eauioment R8Quirina Testina or Verification Qtv. VAV&CAV Unitarv Ducts Controls DCV VAV Test Reset Control Control Raypak H340.2B 1 D D D D D D 121 121 0 D Trane 4TEC3F-60l4TW,4.3-060 1 IZl 121 D liZI D l2l Jj D D liZI Trane4TEC3F-30l4TWA3-030 1 IZl D 0 D D D [j D D 121 Trane 4TEC3F-4214TWA3-042 1 121 D D D D o D D 0 121 Trane TWE-90/TWA-090 2 CZI D D D D D D D D t2I Trane TWE-90/TWA-073 1 @ D D D D D D D b t2I Trane 4TEC3F-048/4TWA3-048 3 l2I D D D D D D D D @ Trane 4TEC3F-024l4TWB3-024 1 1£] D D D D D D D D @ Trane 4TEC3F-036/4TWA3-036 1 IZl D D D D D D D D liZI Trane TCD-360 2 IZl 1£] D liZI D 12] D D D @ D 0 D D D D D D 0 D D D D D D D D 0 D D D D D D D D D D D D D D D D 0 D D D D D EnernuPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-03-11717:41 :42 ID: McP#3459 Paae34of57 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION -ENERGY CHECKLIST (Part 4 of 5) MECH-1C Project Name I Date Genoptix T.I. 03/11/2010 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection& Detection& Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Eauipment ReQuiring Testing Qty, for DX Units Air&Zone Systems Systems Test Performed Bv: R?YPBk HJ-402B 1 D D D D Trane 47EC3F-6Qf4TWA3-060 1 D D 0 D Trane 47EC3F-3Qf47WA3-030 1 D D 0 D T,:ane 4TEC3F-4214TWA3-042 _ 1 D d D D Trane 1WE-90/1WA-090 2 D D D q Trane TWE-90/1WA-073 1 0 0 D D Trane47EC3F-04814TWA3-048 3 D D D D Trane 4TEC3F-02414TW83-024 1 D D CJ 0 Trane 4TEC3F-036/41WA3-036 1 D D D D Trane TCD-360 2 o. D 0 D D D D 0 D D D D D 0 D 0 0 D D D D D D 0 0 0 0 D D D D D D D 0 0 0 D D D D 0 D 0 0 0 D D D D 0 D D 0 D 0 D D 0 D D D D D D D D D D D 0 D 0 0 D D 0 D 0 D EneravPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Paae35of57 ---· .... --------- CERTIFICATE OF COMPLIANCE (Part 5 of 5) MECH-1C Project Name ! Data Genoptix T. I. 03/11/2010 Documentation Author's Declaration Statement I certifv that this Certificate of Comoliance documentation is accurate and comolete. }ua,hf ~ }11~--Name McPARLANE & ASSOCIATES, INC. Signature Company Date ..., McPARLANE & ASSOCIATES, INC. 03/1112010 Address 4830 Viewridga Ave. EA# CEPE# City/State/Zip San Diego, CA 92123 Phone 858-277-9721 The Principal Mechanical Designer1s Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • ·This Certificate of Compliance identifies the mechanical features and performance specifications required for compliance with Title-24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. /) / Name Paul McParlane Signature /0,4///--- Company McParlane & Associates Date ,3 /,i-J,J 'V Address 4830 Viawridge Avenue, Suite A License#' --z. 551 -z._. City/State/Zip San Diego, CA 92123 Phone 858-277-9721 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box If worksheet Is Included) For detailed instructions on the use of this and an Energy Efficiency Standards compliance forms, please refer to the 2008 Nonresidential Manual. Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. IZl MECH·1C Certificate of Compliance. Required on plans for all submittals. 21 MECH-2C Mechanical Equipment Summary is required for all submittals. 21 MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. Ill MECH-4C Fan Power Consumption is required for all prescriptive submittals. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-03-11T17:41 :4 ID: McP#3459 Page 36 of57 AIR SYSTEM REQUIREMENTS (Part_ 1 of 2) MECH-2C Project Name Genoptix T. I. Item or System Tags . /i.e. AC· 1, RTU-1, HP· 1\ Number of Svstems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat · Furnace-Controlsffhermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and SejUp Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat and Cool Air Supply Reset Electric Resistance Heating 1 Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted I Date 03/11/2010 Indicate Air Systems Tvoe (Central, Sina le Zone, Packa1 e, VAV, or etc ... ) :_.:_.:_-._,-; .\:._;, FC 1-1/HP 1-1 FC 1-2/HP 1-2 FC 1-3/HP 1-3 1 1 1 Indicate Paae Reference on-Plans or Schedule and indicate the annllcable excer>tlon{s) T-24 Sections 1121a) 78%AFUE 8.00HSPF 8.00HSPF 112(al 13.0 SEER/9.5 EE:R 13.0 SEER 110.0 EER 13.0 SEER/ 10.0 EER 112/bl, 112/c) nla Yes Yes 112/cl. 115/al nla nla nla 12Hbl Yes Yes Yes 121/bl 420cfm 436cfm 180cfm 121 lc\ No No No 12Hcl No No No 122/e) Programmable Switch Programmable Switch Programmable Switch 122/el Setback.Required Setback Required Setback Required 122(1\ Auto Auto Auto 122/a\ nla nla nla 123 124 R-8.0 R-8.0 R-8.0 144/a& bl n/a 24,187 Btu/hr 25,054 Btu/hr 144/a & bl 58,000 Btu/hr 21,879 Btu/hr 30,982 Btu/hr 144/a & bl 62, 717Btulhr 26,005 Btu/hr 25,841 Btu/hr 144/a & bl 43, 128 Btu/hr 22,684 Btu/hr 28, 731 Btu/hr 1441c\ Variable Speed Constant Volume Constant Volume 144fcl 144/cl Yes Yes Yes 144/d) No No No 144/el Diff. Temp (Integrated) No Economizer No Economizer 144{fl Constant Temp Constant Temp Constant Temp 144/a\ OAReset Constant Tamp Constant Temp 144/i) · 144fk\ No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnerayPro 5.0 bv EnergvSoft User Number: 2445 RunCode: 2010.03-11T17:41:4 ID: McP#3459 Page37of57 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Genoptix T. I. 03/11/2010 Item or System Tags Indicate Air Svstems Twe (Central, Slnale Zone, Packac e, VAV, or etc ... ) . -· -·: : . .. : • . (i.e.AC-1, RTU-1, HP-1\ ·. . ··. ·\. ~-·.::.:· FC 1-4/HP 1-4 FC 1-SIHP 1-5 FC 2-1/HP 2-1 ·.· ...... ·:.-, . .. Number of Svstems . -.. · _.:-.. ~:h 1 1 1 Indicate Paae Reference on Plans or Schedule and Indicate the aaalicable exceptlon{s) MANDATORY MEASURES T-24 Sections Heating-Equipment Efficiency 112(al 8.00COP 8.00COP 8.00COP Cooling Equipment Efficiency 112Iai 10.0EER 10.0EER 10.0EER HVAC Heat Pump Thermostat 112(b\, 112(c) Yes Yes Yes Furnace ControlsfThermostat 112(Cl. 115(al nla n/a nla Natural Ventilation 121/b) Yes Yes Yes Mechanical Ventllation 121(b) 270afm 75cfm Ocfm VAV Minimum Position Control i2Hcl No No No Demand Control Ventilation 121/c\ No No No Time Control 122lel Programmable SWitch Programmable Switch Programmable Switch Setback and Setup Control 122(8} Setback Required Setback Required Setback Required Outdoor Damper Control 122(1) Auto Auto Auto Isolation Zones 122ral , nla n/a nla Pipe Insulation 123 Duct Insulation 124 R-8.0 R-8.0 R-8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl 62,232 Btu/hr 31,322 Btu/hr 42,235 Btu/hr Proposed Heating Capacity 144(a & bl 58, 797 Btu/hr 49,877 Btu/hr 58,797 Btu/hr · Calculated Design Cooling Load 144la & bl 78, 184 Btu/hr 52,816 Btu/hr 70, 777 Btu/hr Proposed Cooling Capacity 144Ia & b) 74,259 Btu/hr 62,481 Btu/hr 73,943 Btu/hr Fan Control 144/c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(cl Supply Pressure Reset (DDC only) 1441c) Yes Yes Yes Simultaneous Heat/Cool 144Id) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heat and Cool Air Supply Reset 144/fl Constant Temp Constant Temp Constant Temp Electric Resistance Heatlng1 144/ai . Constant Temp Constant Temp Constant Temp Air Cooled Chiller Limitation 144(i} Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144(kl 1. Total installed capacity (MBtu/hr) of all electric he;tt on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.0 bv EnergySoft User Number: 2445 RunCode: 2010-03-11T17:41:4 JD: McP#3459 Page 3Bof57 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Genoptix T.J. 03/11/2010 Item or System Tags Indicate Air Svstems Type (Central, Sinale Zone, Packa< e, VAV, or etc ••• ) (i.e.AC·1, RTU-1, HP-1) .. ~-:.::. ~ :; : . FC 2-2/HP 2-2 FC 2-3IHP 2-3 FC 2-4IHP 2-4 Number.of Svstems =·_:·:~/~}~:ff': ··::._=: 1 1 1 Indicate Paae Reference on Plans or Schedule and Indicate the annllcable exceptlon(s) MANDATORY MEASURES T·24 Sections Heating Equipment Efficiency 112(al B.0QHSPF 8.00HSPF 7.70HSPF Cooling Equipment Efficiency 112(al 13.0 SEER/ 10.0 EER 13.0 SEER I 10.0 EER 13.0SEER/10.0EER . HVAC Heat Pump Thermostat 112(b). 112(cl Yes Yes Yes Furnace Controls/Thermostat l12(cl, 115fal nla nla nla Natural Ventilation 121(b} Yes· Yes Yes Mechanical Ventilation 121/bl Oafm 0cfm 0cfm VAY Minimum Position Control 121(c} No No No - Demand Control Ventilation 121/cl No No No Time Control 122fel Programmable switch Programmable Switch Programmable Switch - Setback and Setup Control 122(e). Setback Required Setback Required Setback Required Outdoor Damper Control· 122lfl Auto Auto Auto Isolation Zones 122/n\ nla nla nla Pipe Insulation 123 Duct Insulation 124 R-8.0 R-8.0 R-8.0 PRESCRIPTIVE MEASURES Calculated Design Healing Load 144(a & b) 5,421 Btu/hr 32,495 Btu/hr 8,289 Btu/hr Proposed Heating Capacity 144(a & bl 35,572 Btu/hr 35,572 Btu/hr 17, 136 Btu/hr Calculated Design Cooling Load 144(a& b\ 25,226 Btu/hr 45,808 Btu/hr 26,097 Btu/hr Proposed Cooling Capacity 144<a & bl 29,003 Btu/hr 29,916 Btu/hr 27,026 Btu/hr Fan Control 144/cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144/c) Supply Pressure Reset (DOC only} 1441cl Yes Yes Yes Simultaneous Heat/Cool '144(dl No No No Economizer 144/el No Economizer No Economizer No Economizer Heat and Cool Air Supply Reset 144(f} Constant Temp Constant Temp Constant Temp Electric Resistance Heating1 144fn\ Constant Temp Constant Temp Constant Temp Air Cooled Chiller Limitation 144m Duct Leakage Sealing. lf'Yes, a No No No MECH-4-A must be submitted . 144(kl 1. Total installed capacity (MBtu/hr) of all elecfric heat on this project exch.isiveof electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPfo 5.0 bv EnergySoft User Number: 2445 RunCode: 2010-03-11T11:41:4 ID: McP#3459 Page39 of57 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Genoptix T. I. 03/11/2010 Item or System Tags Indicate Air Svstems Tvne (Central, Sinale Zone. Packai e, VAV, or etc ... ) fi.e. AC-1, RTU-1, HP-1\ · ... :._:~;:/~;~!' .. :· ~ < )\ FC2-!i/HP 2-5 FC 2-6/HP 2-6 AC-1 Number of Systems ._,;~~ '\~_~;:/(~'.i/ :. 1 1 2 Indicate Paae Reference on Plans or Schedule and Indicate the aoolicable exceotlon(s) I . MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112ra1 8.00HSPF 8.00HSPF nla Cooling Equipment Efficiency 112(al 13.0 SEER 110.0 EER 13.0SEER/10.0EER 10.3EER HVAC Heat Pump Thermostat 112/b). 112/cl Yes Yes nla Furnace Controls/Thermostat 112(cl, 115(al nla nla nla Natural Ventilation 121(bl Yes Yes Yes MechanlcalVentilatlon 12Hb) Ocfm Ocfm 1,932cfm VAV Minimum Posltlo.n Control 121/cl No No Yes Demand Control Ventilation 12Hcl No No No Time Control 122(el Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/el Setback Requited Setback Required Setback Required Outdoor'Damper Control 122m Auto Auto Auto Isolation Zones 122/n\ nla nla nla Pipe Insulation 123 Duct Insulation 124 R-8.0 R-8.0 R-4.2 PRESCRIPTIVE MEASURES Calculated Design-Heating load 144(a& bl 9,746 Btu/hr 28,444 Btu/hr nla Proposed Heating Capacity 144(a& b) 261469 Btu/hr 35,572 Btu/hr a Btu/hr · Calculated Design Cooling Load 144(a&bl -22,622 Btu/hr 53, 154 Btu/hr 626,940 Biulhr Proposed Cooling Capacity 144ta & bl 26,463 Btu/hr 30,463 Btu/hr 566,612 Btu/hr Fan Control 144fcl Constant Volume Constant Volume Variable Speed · DP Sensor Location 1441c\ Supply Pressure Reset (DDC pnly} 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No Yes Economizer 144(e} No,Economizer No Economizer Diff. Enth (Integrated) Heat and Cool Air Supply Reset 144/f\ Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144/a) Constant Temp Constant Temp OARe.set Air Cooled Chiller limitation 144(1) Duct Leakage Sealing.·lf Yes, a No No No MECH-4-A mast be submitted 144tkl 1. Total installed capacity (MBtu/hr} of all el~tric heat on.this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s} to §144(9) apply. EnergyPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010-03·11T17:41:4 ID: McP#3459 Page 40of57 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 2) MECH-2C Project Name Genoptix T. I. Item or System Tags (i.e. AC-1, RTU-1, HP-1)1 Number of Systems MANDATORY MEASURES 'Equipment Efficiency · Pipe Insulation PRESCRIPTIVE MEASURES Cooling Tower Fan Controls Cooling Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls I Date 03/11/2010 WATER2 SIDE SYSTEMS: Chillers, Towers. Boilers, Hvdronic Loops Raypak HJ-402B 1 Indicate Page Reference on Plans or Speclflcation2 T-24 Sections 112fa) 78% 123 HWPiping ' 144fa & b} 416,543 Btu/hr 144(hl 311,220 Btu/hr 144/hl. Required 144(i) n/8 144(i} nla WLHP Isolation Valves i--:-;144'-'HCMil',__ __ -1------------1----------+----------1 nla VSD-on CHW, CW & WLHP Pumps>5HP l--1'"'44'"'""'(il ___ 1----------1-------'----+---------1 nla DP Sensor Location 144(i) t--'-'-'-"'"----'-+----~----+---------+---------1 Heat Rejection System 144(hl nla L..'-.c..;.,.;-"----....... ---------'-"---------....L.-----------1 1. The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column nest to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" in the column next to applicable section. Item or System Tags (i.e. WH-1, WHP, DHW, etc ... )1 Number of Systems MANDATORY Ml:;ASURES SERVICE HOT WATER Certified Water Heater Water Heater Efficiency Servipe Water Heating Installation Pipe. Insulation POOLANDSPA · Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater -No Pilot Light Spa Heater -No Pilot Light T-24· Sections 111, 113(a) 113/b) 113(cl 123 114{al 114/b) 115(cl 115(d\ Pipe lnsulatlon 123 Service Hot Water, Pool Heatina Indicate Paae Reference on Plans or Schedule2 1. The Pr9posed equipment needs to match the building plans schedule or specifications. If a.requirement is not applicable, put "NIA" in the column next to applicable section. 2. For each water heater, pool.heater and domestic water loop-(or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph. number where the required features are documented. If a requirement is not applicable, put "N/A" In the ~~~ . EnemvPro 5.0 bv EnemvSoft User Number: 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Paae 41 of 57 MECHANICAL VENTILATION AND REHEAT MECH-3(; . Project Name Date .Genoptix. T.I. 03/11/2010 MECHANICAL VENTILATION {§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N MinCFM REQ'D Design 50%of Max. of Design Condition CFM Min CFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Are!l Of per Occupant Max of Air Supply BX0.4 H,J,K, Air Transfer Zone/Svstem lft2) tt2 BXC People Person EXF DorG CFM CFM CFM /fl:2 · 30CFM Setooint Air - Zone 1-13 513 0.50 257 257 420 FC 1-1/HP 1-1 Total · 257 420 Zone 1-14 .-1,679 0.15 252 25~ 436 FC 1-2/HP 1-2 T9fal 252 436 Zone 1~15 226 0.15 34 34 180 FC 1-3/HP 1-3 Tot~/ 34 180 Zone 1-16 1,797 0.15 270 270 270 FC 1--4/HP 1-4 Total 270 270 Zone 1-17 503 0.15 75 75 75 FC 1-5/HP 1-5 Total 75 75 Zone 2-1 1,577 0.15 237 237 0 237 . FC 2-1/HP 2-1 Total 237 0 Zone2-2 1,423 0.15 213 213 0 213 FC 2-2/HP 2-2 Total 213 0 Zone2-3 425 0.15 64 64 0 64 Totals Column I Total Design Ventilation Air C Minimum ventilation rate oer Section ~ 121, Table 121 ·A. E Based on fixed seat or the areater of the exoected number af occupants and 50% of the CBC occuoant load for earess ouroosesJor spaces without fixed settina. H Reauired Ventilation Air (REQ'D V.A.) is the laraer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS {Column Dor G). I Must be oreater than or eaual to H, or use Transfer Air (column N) to make up the difference. J Desian fansuoolv CFM (Fan CFM) x 50%· or the desian zone outdoor airflow rate per §121. K Condition area lft2l x .0.4 CFM / ft2; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or eaual to Column L and Qreater than or eaual to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M}. Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air (Column H) and the Des ion Minimum Air (Column M\, Column H minus M. EneravPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-03-11T17:41:42 ID: McP#3459 Paae42of57 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Date Genoptix T. I. 03/11/2010 MECHANICAL VENTILATION (§121{b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N MinCFM REQ'D · Design 50%of Max. of Design Condition CFM MinCFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply BX0.4 H,J, K, Air Transfer Zone/System (ft2) tt2 BXC Peoole Person EXF DorG CFM CFM CFM/ff 30CFM Setooint Air FC2-3/HP2-3 Total, 64 0 Zone2-4 1,179 0.15 17-7 177 0 177 FC2-4/HP2-4 Total 177 0 Zbne2.5 407 0.15 61 61 0 61 FC 2-5/HP 2-5 Total 61 0 Zone2-6 657 0.15 99 99 0 99 ' FC 2-6/HP 2-6 Total 99 0 VAV1-1 1,984 0.15 298 298 298 1,413 794 848 848 VAV1-2 2,323 0.15 348 348 348 1,065 929 929 639 VAV1-3 1,391 0.15 209 209 209 1,523 556 914 914 VAV1-4 2,393 0.15 359 359 359 975 957 957 585 VAV1-5 1,984 0.15 298 298 298 1,493 794 ~98 896 VAV1-6 1!390 0.15 209 209 209 1,123 556 674 674 ' VAV1-7 683 0.15 102 102 102 295 273 300 177 VAV1-8 355 0.38 135 135 q3 278 142 300 167 82 Totals Column I Total Design Ventilation Air C Minimum ventilation rate oer Section §121, Table 121-A. E Sased on fixed seat or the areater of the exoected number of occuoants and 50% of the CBC occuoant load for earess ouroases for soaces without fixed setting. H Reauired Ventilation Air (REQ'D V.A.) is the larQer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or Gt 1 Must be areater than or eaual to H, or use Transfer Air (column N) to make uo the difference. J Desian fan suooly CFM (Fan CFM) x 50%; or the desian zone outdoor airflow rate oer §121. K Condition area (Wl x 0.4 CFM / ff; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or eaual to Column L and areater than or eaual to the sum of Columns H olus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eQual to the difference between the Roouirad Ventilation Air (Column H) and the Desion Minimum Air {Column M), Column H minus M. EneravPro 5.0 bv EneravSoft User Number. 2445 RunCode: 2010..03-11T17:41:42 ID: McP#3459 Paoe43of57 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name l Date Genoptix T.I. _ 03/1112010 MECHANICAL VENTILATION (§121Cb)2} REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M .N MinCFM REQ'D Design 50%of Max. of Design Condition CFM MinCFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area ~r By Area Of per Occupant Maxof Air Supply BX0.4 H,J,K, Air Transfer Zone/Svstem lft2l ft2 BXC Peoole Person EXF OorG CFM CFM CFM/fr 30CFM Setooint · Air VAV1-9 130 0.15 20 20 20 108 52 300 .65 VAV1-10 245 0.15 37 37 37 108 98 300 65 . AC-1 Total 2,013 1,932 Totals Column I Total Design Ventilation Air C Minimum ventilation rate oer Section §121 Table 121-A. E Based on fixed seat or the areater of the exoected number of occuoants and 50% of the CBC occuoant load for earess ourooses for spaces without fixed settina. H Reouired Ventilation Air (REQ'D V.A.) is the laroer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor G). I Must be areater than or eoual to H or use Transfer Air <column N) to make up the difference. J Desian fan suoolv CFM (Fan CFM} x 50%· or the desian zone outdoor airflow rate oer &121. K Condition area lfr) x 0.4 CFM / ft2· or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or =ual to Column L and oreater than or eaual to the sum of Columns H Plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eoual to the difference between the ReQuired Ventilation Air (Column Hl and the Destan Minimum Air (Column M), Column H minus M. EnerovPro 5.0 bv EnemvSoft User Number: 2445 RunCode: 201().()3-11T17:41:42 ID: McP#3459 Paae44of57 .FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix T.i. 03/11/2010 · NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CA V) Fan Systems or Variable Air Volume (VAV) Systems when usini:, the Prescriptive Approach. See Power Consumption of fan §144(cI. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.500 80.0% 100.0% 1.0 466 · I . ' TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144·A in §144(c} 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F} 466 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,000 A) If filer pressure drop {SP.) is greater .than 1 inch W. C. or 3) TOTAL FAN SYSTEMPOWER INDEX (Row 1 / Row 21 W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1} on Una 5. 4) SPa 5) SP1 Bl Calculate Fan Adjustment and enter on line 6 .. 6} Fan Adjustment= H SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.233 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. •. EnerovPro 5.0 by EnemvSoft User Number: 2445 RunCode: 2010-03-11717:41:4 ID: McP#3459 Page 45of57 FAN POWER CONSUMPTION MECH-4C Project Name I Date · Genoptix T. I. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan i;ystem with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume (VAVl Svstems when using the Prescriotive Aootoach. See Power Consumotion of fan §144/c . A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.500 80.0% 100.0% 1.0 466 - TOTALS AND ADJUSTMENTS FJL TER PRESSURE ADJUSTMENT Equation 144-A in § 144(c) 1} TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F} 466 of the Energy Standards. 1,000 2} SU~PLY DESIGNAIRFLOW (CFMl A)· If filer pressure drop (SPa) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SP. 5) SP1 Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adlustment = 1-1 SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 . 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.466 W/CFM - 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN·POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5.0 bv EnergySoft . User Number. 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page 46of57 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix T.J. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriotive Aooroach. See Power Consumotlon of fan §144(c). A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.750 84.0% 100.0% 1.0 666 . TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER /WATTS, SUM COLUM F) 666 of the Energy Standards. 1,400 2) SUPPLY DESIGN AIRFLOW (CFMl A) If filer pressure drop (SP.} is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal thim enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SP. .5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6} Fan Adjustment= 1-( SP.-1) / SP, C) Calculate Adjusted Fan Power Index and entElr on Row 7 7} ADJUSTED-FAN POWER INDEX (Line 3 x Line 6} 1 0.476 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM-for VAV systems. '• EneravPro 5.0 by EnemvSoft User Number. 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page47of57 FAN POWE,R CONSUMPTION MECH-4C Project Name I Date Genoptix T. I. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan SVstems or Variable Air Volume (VAV) Svstems when using the Prescriptive Aooroach. See Power Consumption of fan §144(cJ. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor . Drive Fans (CXO) Supply Fan 0.820 84.0% 100.0 % 1.0 728 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 728 of the Energy Standards. 3,000 2) SUPPLY DESIGN AIRFLOW (CFM\ A) If filer pressure drop (SP.} is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan. pressure drop across the fan (SP1) or\ Line 5. 4) SPa 5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP. -1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 . 7) ADJUSTED-FAN POWER INDEX (Line 3 x Line 6)1 0.243 W/CFM 1. TOT Ab FAN SYSTEM POWER INDEX or ADJUSTED FAN.POWER INDEX must not.exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.0 by EneravSoft User Nuniber: 2445 RunCode: 2010·03·11T17:41:4 ID: McP#3459 Page 48of57 FAN POWER CONSUMPTION MECH-4C . Project Name I Date Genoptix T.l. 03/11/2010 t\JOTE: Provide one copy of this worksheet for each fan system with a.total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air VolumeNAVl Svstems when usina the Prescriotive Approach. See Power Consumption of fan §144{c). A B C D E F Efficiency Peak Watts . Design Brake Number of BX EX746/ . Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.520 80.0% 100.0% 1.0 485 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144,A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 485 of the Energy Standards. 2,400 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3} TOTAL FAN SYSTEM POWER INDEX /Row 1 / Row 2) W/CFM 245 Pascal then enter SP, on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4\ SPa 5) SP, Bl Calculate Fan Adjustment and enter on line 6. 6} Fan Adiustment = H SP. -1} / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.202 W/CFM 1. TOTAL FAN SYSTEMPOWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAVsystems. EneroyPro 5.0-by EneravSoft User Number: 2445 RunCode: 2010-03·11T17:41 :4 ID: MbP#3459 Page 49of57 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix T. J. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system· horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume NAVl Svstems when usina the Prescriotive Aooroacli. See Power Consumotlon of fan §144{c). A B C D E F Efflclencv Peak Watts Design Brake Number of BXEX746/ Fan Descriotlon HP Motor Drive Fans (CXD} Supply Fan 0.820 84.0% 100.0% 1.0 728 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c} 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 728 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW /CFM) 3,000 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) . TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4} SP. - 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-( SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.243 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM forVAV systems. EneravPro 5.0 by EneravSoft User Number: 2445 RunCocle: 2010-03-11T17:41:4 ID: McP#3459 Paae 50of 57 FAN POWER CONSUMPTION MECH-4C Project Name / Date Genoptix T.I. 03/11/2010 NOTE: Provide one copy of this workshee~ tor each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume IVAVI Svstems·when usinathe Prescriptive Approach. See Power Consumption of fan §144(c). A B C D E F . Peak Watts Efficiency Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans CCXD) Sqpp/yFan 0.500 80.0% 100.0% 1.0 466 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1.} TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 466 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,400 A) If filer pressure drop (SP.} is greater than 1 inch W. C. or 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SPt) on Line 5. 4) SP. 5) SPr BJ Calculate Fan Adiustment and enter on line 6. 6} Fan Adjustment= 1-( SP.-1) / SP1 C} Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3·x 1.ine 6}1 0.194 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. .EhergyPro 5.0·bv EnergySoft User Number: 2445 RunCode: 2010-03-11T17:41 :4 ID: McP#3459 Page 51 of57 FAN t=»OWER CONSUMPTION MECH-4C Project Name I Date Genoptix T.I. . 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system,with a·total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV\ Svstems when usina the Prescriotive Aooroach. See Power Consumr>tlon of fan §144(c1. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.500 80.0% 100.0% 1.0 466 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c} 1} TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F} 466 ofthe Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,400 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP,} on Line 5. 4) SP. 5) SP1 Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP. -1) / SP, C} Calculate Adjusted Fan Power Index and enter on Row 7 . 7} ADJUSTED FAN POWER INDEX (Line 3 x Line 6} 1 0.194 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5.0 by EnergySoft : User Number: 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page 52 of 57 · FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix T.I. · 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system with a total.fan system horse·power greater than 25 hpfor Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Aooroach. See Power Consumption of fan §144(cJ. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.250 64.0% 100.0% 1.0 291 TOTALS AND ADJ.USTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 291 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filer pressure drop (SPa) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. online 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa 5) SPt Bl Calculate Fan Adiustment and enter on line 6. 6) .Fan Adiustment = 1-( SP a -1) /SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.364 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.0 bv EnargySoft User Number: 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page 53of57 L. FAN ~OWER CONSUMPTION MECH-4C Project Name j Date Genoptix T.I. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system ·with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air, Volume (VAY) Svstems when using the Prescriptive Approach. See Power Consumption of fan §144(c>. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan DescriDtion HP Motor Drive Fans (CX D) Supply Fan 0.250 64.0% 100.0% 1.0 291 ,. TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c} 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 291 of the Energy Standards. 2} SUPPLY DESIGN AIRFLOW (CFM) 1,200 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2} W/CFM 245 Pascal then enter SP, on line 4. Enter Total Fan pressure drop across the fan (SPr) on Line 5. 4) SPa 5) SP1 Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adjustment= H SP.-1) / SP1 C) Calculate Adjusted Fan Power Index and enter on-Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.243 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.0 bv EnergySoft User Number: 2445. RunCode: 2010-03-11T17:41:4 ID: McP#3459 Paae54of57 FAN POWER CONSUMPTION MECH .. 4C Project-Name I Date Genoptix T.I. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CA V) Fan Svstems or Variable Air Volume (VAV) Svstems when using the Prescriptive Approach. See.Power Consumption of fan §144(c . A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan DescrlDtlon HP Motor Drive Fans (CXD) Supply Fan 0.500 80.0% 100.0 % 1.0 466 -· TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 466 of the Energy Standards. SUPPLY DESIGN AIRFLOW /CFMl 2) 2,400 A) If filer pr$ssure drop.(SPa) is greater than 1 inch W. C. or .3) TOTAL FAN SYSTEM POWER INDEX.(Row 1 / Row 2l W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPi) on Un~ 5. 4) SPa 5) SP1 B) Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-1 SP. -1} / SP, C) C11lculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.194 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. -. EnergyPro 5.0'by EneroySoft User Number: 2445 RunCode: 2010-03·11T17:41:4 JD: McP#3459 Page 55of57 FAN POWER CONSUMPTION MECH-4C Project Name -I Date Genoptix T. I. 03/11/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV} Fan Systems or Variable Air Volume lVAVl Svstems when usino the Prescriotive Aooroach. See Power Consumotlon of fan §144(c>. A B C 0 E F Efficiency Peak Watts Design Brake · Number of BX EX 746/ Fan Description HP Motor Drive Fans (CXD) Suppfy·Fan 9.900 91.0% 100.0% 2.0 16,232 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c} 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F} 16,232 of the Energy Standards. 24,000 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SP a) is greater than 1 Inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1) on line 5. 4) SP. 5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment"' H SP.-1) / SP, C) Calcul1:1te Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.676 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. f=nerayPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010-03-11T17:41:4 ID: McP#3459 Page 56of57 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name I Date Genoptix T.I. 03/11/2010 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between.60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. - §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be instailed with one .of the following: 1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)} shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and·weekends and have program backup capabilities that prevent the loss of the device's orooram and time settino for at least 1 o hours if oower is interruoted; or 18. An occupancy sensor to control the operating period of the system; or . . 1G. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required t_o maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(9): square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off indeoendentlv of other isolation areas; and shall be controlled bv a time control device as described above. §122{c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system ·shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the c;:ontrol shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is grantedfor a newly constructed building or space, or a §121(f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the buildino or space shall be certified as meeting the Acceptance Requirements for Code Comoliance Service Water Heating Systems -. §113{c) Installation 3. Temperature controls for public lavatories. The .controls shall limit the outlet Temperature to 110 ° F. 2. Circulating service water-heating systems shall have a control capable qf automatically turning off the circulating pump when hot water is not required. EneravPro 5.0 bv EnergySoft User Number: 2445 RunCode: 201()..()3·11T17:41:42 ID: McP#3459 Page 57of57 ,j .5 u.i ,:( er: ::r: Cl) ,:( 0) 0 0 N @ 18.12 2009 ASHRAE Handbook-Fundamentals Table 8 Recommended Heat Gain from TypicalComputer Equipment Equipment Desktop"computer" Laptop computerb Flat apanel monitor0 Description Manufacturer A"(model A); 2.8 GHz processor, 1 GB RAM Manufacturer A (model B); 2.6 GHz processor, 2 GB RAM Manufacturer B (model A); 3.0 GHi processor, 2"GB RAM Manufacturer B (model B); 3.0 GHz processor, 2 GB RAM Manufaciurer A (model C); 2.3 GHz processor, 3 GB RAM Manufacturer I; 2.0 GHz processor, 2 GB RAM, l 7 1n. screen Manufacturer 1; 1.8 GHz processor, I GB RAM, 17 in. screen Manufacturer I; 2.0 GHz processor, 2 GB RAM, 14 in. screen Manufacturer 2; 2.13 GHz-processor, 1 GB RAM, 14 in. screen, tablet PC ManufacJurer 2; 366 MHz processor, 130 MB RAM, 14 in."screen) Manufacturer 3; 900 MHz processor, 256 MB RAM (I 0.5 in. screen) Manufacturer X (model A); 30 in. screen Manufacturer X (model B); 22 in. screen Manufacturer Y (model A), 19 in. screen Manufacturer Y (model B), 17 in. screen Manufacturer Z (model A), 17 in. screen Manufacturer Z (model C), IS in. screen Source: Hosni and Beck (2008). 'Power consumption for newer desktop computers in operational mode varies fn)m 50 to l 00 W, but a con- wvativc value of about 65 W may be used. Power consumption iuleep mode is negligible. Because of cooling fan, approximately 90% ofload is by convection and I 0"/4 is by radiation, Actual power consump· tion is about IO to I 5% of nameplate value. hPower consumption \If.laptop computers is relatively small: depending on processor speed and screen size, it varies from about IS to 40 W. Thus, differentiating between radiative and convective parts of the cooling load is unnecessacy and lhe entire load may be classified as convective. Otherwise, a 75/25% split between -convective and radiative components may be used. Actual power consumption for lnptops is nhout 25% of namep'late values. Nameplate Power Consumption, W 480 480 690 690 1200 130 90 90 90 70 50 383 360 288 240 240 240 Average Power Consumption, W 73 49 77 48 97 36 23 31 29 22 12 90 36 28 27 29 19 °Flat-pancl monitors have replaced cathode ray tube {CRT) moni- tors in many workplaces, prnviding better resolution and being much lighter. Power consumption depends on si1.c and resolution, !!nd ranges from about 20 W (for 15 in. size) to 90 W (for 30 in.). The most common sizes in worl<places are 19 and 22 in., for ~hich 1111 average 30 W power consumption value may be used. Use 60/40% split between convective and radiative components, In idle mode, monitors have negligible power consumption. Nameplate values should not be used. Table 9 Recommended Heat Gain from Typical Laser Printers and Copiers Equipment · Laser printer, typical desktop, smallaoffice type• Multifunction (copy,_print, scan)b Scannerb Copy machinec Fax machine Plotter Description Printing speed up to IO pages per minute Printing speed up to 35 pages per minute Printing speed up to 19 pages per minute Printing speed up to 17 pages per minute Printing speed up to 19 pages per minute Printing speed up to 24 page per minute Small, desktop type Medium, desktop type Small, desktop type · Large, multiuser, office type Medium Small Manufacturer A Manufacturer B , Source: Hosni and Beck (2008). •various laser printers commercially available and commonly used in personal offices were tested for power consumption jn print m,;,dc, which varied from 75 to 140 W, depending on model, print capacity, and speed. Average power con- sumption of 110 W may be used. Split between convection and radiation is approximately 70/30"/4, hsmall multifunction (copy, scan, print) systems use about IS to 30 W; medium- sized ones use about 135 W. Power consumption in idle mode is negligible. might eliminate infiltration to these entries on lower floors of tall buildings; infiltration may occur on the upper floors during cooling con"ditions if makeup air is not sufficient. Infiltration also depends on wind direction and magnitude, tem- ·pcrature differences, construction type and quality, and occupant Nameplate Power Consumption, W 430 890 508 508 635 1344 600 40 700 19 1750 1440 1850 936 40 400 456 Average Power Consumption, W 137 74 88 98 110 130 30 15 135 16 800 (idle 260 W) 550 (idle 135 W) 1060 (idle 305 W) 90 20 250 140 Nameplate values do not represent actual power consumption and should not be used. Small, single-sheet scanners consume less than 20 Wand do not contribute significantly to building cooling load. •Power consumption for large copy machines in large offices and copy centers ranges from about 550 to I l00 W in copy tnode. Consumption in idle mode varies from about 130 to 300 W. Count idle-mode power consumption as mostly convective in cooling load calcu- lations. use"of exterior doors and operable windows. As such, it is impossi- ble to accurately predict infiltration rates. Designers usually predict overall rates of infiltration using the number of air changes per hour (acb). A common guideline for climates and buildings typical of at least the central United States is to estimate the achs for winter Nonresidential Cooling and Heating Load Calculations 18.13 Table 10 Recommended Heat Gain from Miscellaneous Office Equipment Maximum Input Recommended Rate Equipment Rating, W ofHeatGain, W Mail-processing equipment Folding machine 125 80 'Inserting machine, 600to 3300 390to2150 3600 to 6800, pieces/h Labeling machine, 600to6600 390 to 4300 ISOO to 30,000 pieces/h Postage meter 230 150 Vending machines , Cigarette 72 72 Cold food/beverage IISOto 1920 575 to 960 Hot beverage 1,725 862 Snack 240 to275 240 to275 Other Bar code printer 440 370 Cash registers 60 48 Ch~k processing workstation, 4800 2470 12 pockets Coffee maker, 10 cups 1500 1050 W sens., 1540 Btu/h latent Microfiche reader 85 85 Microfilm reader 520 520 Microfilm reader/printer 1150 1150 Microwave oven, 1 fl3 600 400 Paper shredder 250to 3000 200to 2420 Water cooler,.32 qt/h 700 350 Load Density ofOftlce Light Medium Medium/ Heavy Heavy Table 11 Recommended Load Factors-ror Various Types of Offices Load Factor, W!ftl 0.5 1.5 2 ,Description Assumes 167 ft2/workstation (6 workstations per 1000 ft2) with computer and monitor at each plus printer and fax. Computer, monitor, and fax diversity 0.67, printer diversity 0.33. Assumes 125 ft2lworkstation.(8 workstations per I 000 ft2) with computer and monitor at each plus. printer and fax. Computer, monitor, and fax diversity 0.75, printer diversity 0.50. Assumes 100 t\2/workstation (10 workstations per 1000 ft2) with computer and monitor at each plus printer and fax. Computer and monit,or diversity 0. 75, printer and fax diversity 0.50, Assumes 83 ft2/wor~tation (12 workstations per I 000 tl2) with computer and monitor at' each plus printer and fax. Computer and monitor diversity 1.0, printer and fax diversity 0.50. Source: Wilkins and Hosni {2000). heating conditions, and \hen use half that value for the cooling load calculations. · Standard Air Volumes Because the specific volume of air varies appreciably, calcula- tions are more accurate when made on the basis of air mass instead of-volume. However, volumetric. flow rates are often required for selecti11g coils, fans, ducts, etc.; basing volumes on measurement at standard conditions·may be used for accurate results. One standard value is 0.o75 lb11,,lft3 (13.33 ft3/lb). This density corresponds to about 60°F at saturation and 69°F dry air (at 14.696 psia). Because Table 12 Cooling Load Estimates for Various Office Load Densities Num-Each, Total, Diver-Load, Load Density* ber W W sity W Light Computers Monitors Laser printer--small desk top Fax machine Total Area Load 6 6 55 55 130 IS 330 330 130 15 0.67 0.67 0.33 0.67 · Recommended equipment load factor= 0.5 W/ft2 Medium Computers 8 65 520 0.75 Monitors 8 70 560 0.75 Laser printer-desk 215 215 0.5 Fax machine 15 IS 0.75 Total Area Load Recommended equipment load factor= 1.0 W/ft2 Medium/Heavy Computers 10 6.S 650 1 Monitors IO 70 700 I Laser printer-small office I 320 320 0.5 Fax machine I 30 30 0.5 Total Area Load Recommended equipment load factor = 1.5 W/ft2 Heavy Computers 12 75 900 Monitors 12 80 960 Laser printer-small office 320 320 0.5 Fax machine 30 30 0.5 Total Area Load Recommended equipment load factor= 2.0 W/ft2 Source: Wilkins and Hosni (2000). *See Table 11 for descriptions of load densities. 220 220 43 10 493 390 420 108 11 929 650 700 160 15 1525 900 960 160 15 2035 air usually passes through the equipment at a density close to stan- dard for locations below about 1000 ft, the accuracy desired nor- mally requires no correction. When airflow is to be· measured at a p~icular condition or point, such as at a coil entrance or exit, the corresponding specific volume can be read from the sea-level psychrometric chart. For higher elevations, the mass flow rates of air must be adjusted and higher-elevation psychrometric charts or algorithms must l;>e used. Heat Gain Calculations Using Standard Air Values Air-conditioning design often requires the following infor- mation: 1. Total heat Total heat gain q1 corresponding to the change of a given standard flow rate Q3 through an enthalpy difference t':lh is q1 = 60 X 0.075QsM = 4.5Qs8h where 60 = rnin/h, 0,075 = lb11alft3, This total heat equation can also be expressed as (8) where C1 = 4.5 is the air total heat factor, in Btu/h·cfm per Btu/lb enthalpy h. 2. Sensible heat Sensible heat gain q5 corresponding to the change of dry-bulb temperature l!!.t for given airflow (standard conditions) Q5 is i.,'. l,c ' BUILDING ENERGY ANALYSIS REPORT PROJECT: Genoptix -Office T. I. 2105 Rutherford Road Carlsbad, CA 92008 Project Designer: FPBA Architects 701 B Street, Suite 200 San Diego, CA 92101 619-231-0751 Report Prepared by: McPARLANE & ASSOCIATES, INC. McPARLANE & ASSOCIATES, INC. 4830 Viewridge Ave. San Diego, CA 92123 858-277-9721 Job Number: McP#3459 Date: 05/03/2010 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with the Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com • . EnetgyPro 5.0 by EneravSoft. · User Number: 2445 RunCode: 2010·05-0.3T13:22:2 ID: McP#3459 -- ,-- r 1: -<:) (!B IO-O'f43 f' i, Gover Page Table of Contents TABLE OF CONTENTS Form MECH-1-C Certificate of Compliance Form MECH-2-C Air & Water System Requirements Form MECH-3-C Mechanical Ventilation Form MECH-4-C HVAC Misc. Prescriptive Requirements Form MECH-MM Mechanical Mandatory Measures . EnergyPro 5.0 by EnergySoft Job Number. ID: McP#3459 User Number: 2445 1 2 3 14 19 21 34 I I CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project.Name Genoptix -Office T. /. Project-Aaoress 210q Rutherford Road Carlsbad GENERAL INFORMATION I Climate Zone 7 (Part 1 of 5) MECH-1C Date 05/03/2010 I Total Cond. Floor Area Addition Floor Area 10,959 10,959 Buildina Tvoe: IZl Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public Schoof Bldg. m Conditioned Spaces 0 Unconditioned Spaces f affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component m Overall Envelope TDV Enerav D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS EQulpment2 Item or System Tags {i.e. AC-1, RTU-1 HP-1) Equioment Tvoe4: Number of Svstems Max Allowed Heatino Caoacitv Minimum Heatina Efficiencv Max Allowed Coolina Caoacitv Coolina Efficiencv Duct Location/ R-Value Duct leakage Testing -If Yes, a MECH·4A must be submitted Economizer Thermostat Fan Control Eaul1>ment2 Item or System Tags {i.e. AC-1, RTU-1, HP-1) Eauioment Type~: Number of Systems Max Allowed Heatina Capacity Minimum Heating Efficiency Max Allowed Coolina Capacitv Coolina Efficiency Duct Location/ R-Value Duct Leakage Testing -If Yes, a MECH-4A must be submitted Economizer Thermostat Fan Control lnss:,ect1011 Criteria FC 1-1/HP 1-1 Split DX 1 58,000 Btu/hr n/a 58, 100 Btu/hr 13.0 SEER/10.0 EER R-4.2 No No Economizer Setback Required Constant Volume lnsoection Criteria FC 1-2/HP 1-2 Split DX 1 28,600 Btu/hr 8.00HSPF 30,300 Btu/hr 13.0 SEER I 10.0 EER R-4.2 No No Economizer Setback Required Constant Volume 1. Indicate special feature DETAILS-on Page 2 of the Inspection Checklist Form. FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Special Feature1 ... ""Pass . ::··i=ai13 CJ .[J 0- D ,);;1.:"_.,._. : CJ.; ... -- CJ D [J ----q D CJ [J .. _.-: . .-.o .-.,-.-·.-a··,:: D [J [J- D q_ tf.. D ··-ci" ·-.. o: .. Cl t:J . D :: D .. D .Q_--: FIELD INSPECTION ENERGY CHECKLIST Soecial Feature 1 . Pass-.,. f.'ail~ . - D a D D :_~ .: . D D .-:o- a .· a _ _. __ [J :==a-0----: D .. [J D p .o.-· .. . .. [J :-o_-·:--o_··_;_ a --CJ. .. -[J_ CJ Cl . Cl_" [J a Cl 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the-building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the lnspectibn Checklist·Form. 4. Indio.ate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5.0 bv EneravSolt UserNumlier: 2445 RunCode:.2010·05·03T13:22:25 ID: McP#3459 Page 3 of34 . CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix -Office T. I. 05/03/2010 Project Address I Climate Zone 7 I. Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 10,959 10,959 GENERAL INFORMATION Building Tvoe: IZI Nonresidential D High-Rise Residential [] Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. ltJ .Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: 'Cl New Construction D Addition [] Alteration Approach of Compliance: D Component ltJ · Overall Envelope TDV D Unconditioned (file affidavit} Energy Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Eauloment2 Inspection Criteria S1>eclal Feature 1 Pass F ·13 · ,a1 .. Item or System Tags AC 1-1/CU 1-1 CJ :Cl --D (i.e. AC-1 RTU-1, HP-1) Equipment Type4: Split DX CJ ,.-__ .-_:oi·-:o Number of Systems 1 CJ -,,,:,:,::Q;:-::D .: Max Allowed Heating Capacity 58,000 Btu/hr D ·._·_,: __ Q:, ·P: Minimum Heating Efficiency n/a D <:-::-.-:a-:··: .. o':, Max Allowed Cooling Capacity 34; 600 Btu/hr D , .. _ _._':..tf :. :o Cooling Efficiency 15.1 SEER/10.0 EER D :_·_: t·-a::.<·_> .o:,,: Duct Location/ R-Value nla D ·.::·.o O'" Duct Leakage Testing -If Yes; a No Cl D CJ:', MECH-4A must be submitted . Economizer No Economizer D CJ D " Thermostat Setback Required D D· '.·:o ·:~. '' Fan Control-Con~tant Volume Cl Cl :,.::o .. FIELD INSPECTION ENERGY CHECKLIST "' ' -i=a1i~ Eaulpment2 Inspection Criteria Special Feature 1 ·-.: ... -. 1-.' .. =P.as.s-: · .. Item or System Tags FC 1-3/HP 1-3 0 t~}'/dt::"/ ' :a/: .. • (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe4: Split OX. CJ >;·.er-,;·. CJ·: .. Number of Systems 1 D .. -D CJ· .. : Max Allowed Heatina Caoacitv 22,400 Btu/hr CJ CJ CJ '' Minimum Heatina Efficiency 7.70HSPF CJ · .. CJ D _-_·. Max Allowed Cooling Capacity 23,200 Btu/hr D ·o ._·a·:·, Cooling Efficiency 13.0 SEER/10.0 EER D ·: .. o '' CJ:·.;-,: Duct Location/ R-Value R--4.2 D ··:· o .:,..':.D :·./ Duct Leakage T~sting -If Yes, a " ..... No D ·:,(j -...-,_.o_ MECH-4A must be submitted ~ . ·~ . · Ec.onomizer No Economizer D '.:_', Cl :>; b : -~-: Thermostat Setback Required 0 >p_ ··::.'·:·o· .,,:.; . ., -.- Fan Control Constt;1nt Volume D . ·o.-·-.. ::_:p ._ .. -· .. 1. Indicate special feature DETAILS on Page 2 of thEl Inspection Checklist Form. · 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. lm;licate Equipment Type: Gas {Pkg or, Split), VAV, HP {Pkg or split), Hydronic, PTAC, or other. EneravPro 5.0 bv EneravSoft . User Number: 2445 RunCode: 2010-05-03T13:22:25 JD: McP#3459 Paae4of 34 'J, CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptix -Office T.I. Project Address 2105 Rutherford Road Carlsbad I Climate Zone 7 GENERAL INFORMATION {Part 1 of 5) MECH-1C Date 05/03/2010 I Total Cond. Floor Area Addition Floor Area 10,959 10,959 Buildino Tvoe: IZJ Nonresidential O High-Rise Residential O Hotel/Motel Guest Room 0 Schools (Public School) D Relocatable Public School Bldg. Ill Conditioned Spaces o Unconditioned Spaces (affidavit) Phase of Construction: D New Construction O Addition D Alteration Approach of Compliance: D Component Ill Overall Envelope TDV Enerov D Unconditioned (file affidavit) Front Orientation: N, E, S, W or hi Degrees: I o deg I HVAC SYSTEM DETAILS Eauloment2 Item or System Tags · (i.e. AC-1 RTU-1 HP-1) Eauiomer\t Tvoe4: Number of Svstems Max Allowed Heatino Capacity Minimum Heating Efficiency Max Allowed Coo!ino Capacity Coolini:1 Efficiency Duct Location/ R-Value D1..1ct Leakage Testing -If Yes, a MECH-4A must be submitted Economizer Thermostat . Fan Control, Equlpment2 Item .or System Tags (i.e. AC-1, RTU-1, HP-1) Eauipment Type 4: Number of Systems Max Allowed Heating Caoacitv Minimum Heatina Efficiencv Max Allowed Cooling Caoacitv Cooling Efficiency Duct Location/ A-Value Duct Leakage Testing -If Yes, a MECH-4A must be submitted ·Economizer Thermostat Fan Control lnsoectlon Criteria FC 1-5/HP 1-5 $plit DX 1 34,600 Btu/hr 8.00HSPF 34,600 Btu/hr 13.0 SEER/10.0 EER R-8.0 No No Economizer Setback Required Constant Volume lnsDectlon Criteria FC 1-6/HP 1-6 Split DX 1 28,600 Btu/hr 8.00HSPF 30,300 Btu/hr 13.0 SEER I 10.0 EER R-8.0 No No Economizer Setback Required Constant Volume 1_. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Soeclal Feature 1 '--Pass Fall3 .. 0 . ,CJ 0 ·. :o Cl·/. 0 :-·:o.-:-:< D ,-·_. o: .. ~;:.: D D : .; __ 'CJ ..... ~:i.t D .·_-'.,'_::·q. D ·o.-:-. D -0 0 ti ··o D _q:_i,: .. : ·.Cl· 0 · __ :Cl-··. '•: ·,o FIELD INSPECTION ENERGY CHECKLIST Special Feature 1 F.all3 ,: -.···. D J;:r.. ·. D o.·· . .- D ·i3.'-.. ' .o D 0"· .D D :i:I ·.o D ·.o·.:·· D :.:.p_ ;.; ·a ... Cl -:.·.,Cl.:\.:' D '.::·.a ·o. : .. D · .... ··.·o CJ ... D Cl.--<-' Cl ,·. D,:.\ .. , 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance-to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-05-03T13:22:25 ID: McP#3459 Paqe 5of34 I_ CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptfx -Office T. /. (Part 1 of 5) MECH-1C Date 05/03/2010 Project Address 2105 Rutherford Road Carlsbad I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 10,959 10,959 GENERAL INFORMATION Buildina Tvoe: IZl Nonresidential D High-Rise Residential D Hotel/Mote! Guest Room ti Schools (Public Schoo!) D Relocatable Public Schoo! Bldg. RI Conditioned Spaces o Unconditioned Spaces (affidavit) -Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component liZI Overall Envelope TDV D Unconditioned (file affidavit) EnerQY Front Orientation: N, E, S, W or in Degrees: I o deg ! HVAC_ SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements l:qulpment2 Inspection Criteria Special Feature 1 :: :.Puss . F.a113 : Item or System Tags FC 1~4/HP 1_4 0 (i.e. AC-1, RTU-t, HP-1) ''CJ . .' : . . ti " Eauioment Tvoe4: Split DX D 0 ·, .CJ Number of Systems 1 tJ .. : itJ . ;_.., ', Q\i. Max Allowed HeatlnQ Capacity 65,200 Btu/hr D Minimum Heating Efficiency fJ.00 COP D Max Allowed Coolin!:! Capacity 7 4, 120 Btu/hr tJ Cooling Efficiency 10.0 EER tJ .;'::, \!:J: ··: :;·-:Cl\'/ Duct Location/ R-Value R-4.2 tJ No Economizer D .-a · · d . · ...... E=c::..;:o=n=om=i;,;c;z""er _________ 1------------------1--------+----+-·~___,...,;...... Thermostat Setback Required tJ ':CJ · D' .: .. Fan Control Constant Vqlume D · :.o·· .-.. .-CJ ·.: .. Eauioment2 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Equipment Type4: Number of Systems Max Allowed Heatina Capacitv Minimum HeatinQ Efficiency Max Allowed Cooling Capacity Cooling Efficiency Inspection. Criteria FC 2-2/HP 2-2 Split DX 1 46,500 Btu/hr . 8,00HSPF 48,000 Btu/hr 13.0 SEER I 10.0 EER Duct Location/ R-Value R-8.0 Duct Leakage Testing-If Yes, a MECH·4A must be submitted No Economizer No Economizer Thermostat Setback Required Fan Control Constant Volume 1. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. FIELD INSPECTION ENERGY CHECKLIST Special Feature 1 · '·Pass . · .;.j:an3 · · :· [J D D [J . 0, .. -. . . . :o.,,:·, D [J tJ .. o._:-;_ [J ... CJ ·. : . [J .. ' [J ... ·:::o · .. o D .. .. . 0 [J .. D [J [J CF: tJ 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the ·new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate EquipmentType:,Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnemvPro 5. O bY EnerrnSoft · UsrJr NumbrJr: 2445 RunCode: 2010-05•03T13:22:25 ID: McP#3459 Page 6af34 1_ CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix -Office T. I. 05/03/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2105 Rutherford Road Carlsbad 10,959 10,959 GENERAL INFORMATION Building Tvae: IZI Nonresidential CJ High-Rise Residential CJ Hotel/Motel Guest Room [J Schools (Public School} a Relocatable Public School Bldg. m Conditioned Spaces CJ Unconditioned Spaces (affidavit} Phase of Construction: Cl New Construction CJ Addition [J Alteration Approach of Compliance: CJ Component m Overall Envelope TDV CJ Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: l Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reciuirements Eciuipment2 lnsoectlon Criteria Special Feature1 :>Pass::.'.'_ .. _ Fail3 Item or System Tags -- (i.e. AC-1 RTU-1, HP-1) FG 2-4/HP 2-4 D --.-o -Cl Eauioment Tvoe4: Split DX D Cl. ·:.Cl. : " Number of Svstems 1 D :"CJ·. "/0_:·.'. Max Allowed Heatina Caoacitv 22,400 Btu/hr D ll., ·._:~.ct\ Minimum Heatina Efficlencv 7.70HSPF D :-a-.··'.'o <:·· Max Allowed Coofina Caoacitv 23,200 Btu/hr Cl ._ .. -:.::o. 0 · . .-. Cooling Efficiencv 13.0 SEER I 10.0 EER Cl ._-_·:··.o ' c;i Duct location/ A-Value _ R-8.0 D Cl 0.-. Duct Leakage Testing -If Yes, a No D 0.-· .CJ-,.,. MECH·4A must be submitted .. ... . . " . Economizer No Economizer Cl . './ti>·_.: ··o-.:-- Thermostat Setback Required D -:,.;;·:.D ·_:', ::·:_tl Fan Control Constant Volume D . :,. D /_.:o .. ··: FIELD INSPECTION ENERGY CHECKLIST Eaui1>ment2 Inspection Criteria Si,eclal Feature 1 ---i!~s's..:'.:'. . -3 ·. FalL_:. Item or System Tags .. --·.· ·: •.•:-: .. -: '[J .=-.'.--: (i.e. AC-1, RTU-1, HP-1} FC 2-1/HP 2-1 D _: _·;:o ::::> Equipment Type4: _ Split DX D ·_:_=,;_·o :.'.:--. [j Number of Systems 1 D ,,:.-:-·.o _.. t:I· Max Allowed Heating Capacity 65,200 Btu/hr D : .. ·o t:J Minimum HeatinQ Efficiency 8.00COP Cl .·Cl D: Max Allowed Cooling Caoacity 74, 120 Btu/hr D ·.·::·D -.. q-· Coolina Efficiency 10.0EER D ···-D o.- Duct Location/ A-Value · R-4.2 Cl ;_'·,· D ., .. . /D,':.--. · puct Leakage Testing -ff Yes, a .... .. .. MECH-4A must be submitted No D ·: ·D "::.;a.: . .:· ..... .. ·.·· Economizer No Economizer D . ·P . . .. . o·i .. _:, . Thermostat Setback Required D --.t:F··-·--: .··:::t:i "_::.";:, -.:-,:.·. ··:.- Fan Control Constant Volume D -~-/.o:.--:.::·· -[J ·-'.:_ 1. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity-is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For addltional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5.0 bv Enerovso~ User Number. 2445 RunCode: 2010-05-03T13:22:25 ID: MoP#3459 Paae 7of34 CERflFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Genoptix -Office T.J. 05/03/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area .2105 Rutherford Road Carlsbad 10,959 10,959 GENERAL INFORMATION Buildina Tvoe: IZI Nonresidential D High~Rise Residential D Hotel/Motel Guest Room ·a Schools (Public School) D Relocatable Public School Bldg. m Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction 0 Addition 0 Alteration Approach of Compliance: 0 Component m Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I · HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Eaulpment2 Inspection Criteria . Special Feature1 . \:,Fa113 · Pass :: Item or System Tags .. ., (i.e. AC-1, RTU-1, HP-1} FC 2-3/HP 2-3 0 ) .. _::.tl:·:·. o:-::._ ... Eauioment Type4: Split DX 0 ··: ·:t] .. o····· . Number of Svstems 1 0 0.:-.··. .. : J:;J_· .. Max Allowed Heating Capacity 46,500 Btu/hr 0 : :p/ :·· .·,-·o. Minimum Heating Efficiencv 8.00HSPF 0 :..'-.-·:;·o· 0 .;: .. Max Allowed Cooling Capacity 48,000 Btu/hr 0 0. -)J Cooling Efficiency 13.0 SEER 110.0 EER 0 :p;·, CV .. R-4.2 0 -·:Cl· .. .. ·. d_,:-:. Duct Location/ R-Value : Duct Leakage Testing -If Yes, a ;··.·\b .. No 0 0 :·:: MECH-4A must be submitted . ... . . . -~ No Economizer 0 . . 0 0 Economizer .. Thermostat Setback Required 0 o·-::---··:\i,t:l· .. ·· Fan Control Constant Volume 0 .:o:··:·· ,:·.J;i. FIELD INSPECTION ENERGY CHECKLIST .. Eauloment2 . Inspection Criteria Special Feature 1 . :·.J),is1(·· . : ·-,=~nt: · Item or System Tags FC 2-5/HP 2-5 Cl ,':_:?ti.'\··. : .. CJ:\:'. (i.e. AC-1,.RTU-1, HP-1) Eauipment Type4: Split DX 0 :-.··o 0 Number of Systems 1 0 /;··-Jj 0 .. : 22,400 Btu/hr CJ ... ... __ ::o-.. Max Allowed Heating Caoacity .... ,. D- Minimum Heatini:1 Efficiency 7.70HSPF D _tj/_ .i I <Q/.: Max Allowed Cooling Capacity 23,200 Btu/hr 0 · _:;_ci·/i\ ::-:,,~o,:::. Cooling Efficiency 13.0 SEER/10.0 EER 0 -.,fP:):: __ .. <':'·a~\~:. Duct Location/ R-Value R-4.2 D ;\)'.'lJ· ·. o· .-·:: Duct Leakage Testing -If Yes, a No Cl ·:;;:·t:i D MECH·4A must be submitted -. No Economizer D .. : 0 · o,-Economizer thermostat Setback Required D 0 D . , .•. Fan Control Constant Volume 0 0 0 1. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. · . 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or frqm the building plans} the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. !ridicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.0 by EnerovSoft User Number: 2445 RunCode: 2010-05-03T13:22:25 ID: McP#3459 Paae8of34 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name Genoptix -Office T. I. Project Address 2105 Rutherford Road Carlsbad I Climate Zone . 7 GENERAL INFORMATION (Part 1 of 5) MECH-1C Date 05/03/2010 I Total Cond. Floor Area Addition Floor Area 10,959 10,959 Buildino Tvoe: IZI Nonresidential CJ High-Rise Residential CJ Hotel/Motel Guest Room D Schools (Public School) 0 Relocatable Public School Bldg. liZI Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: CJ New Construction D Addition D Alteration Approach of Compliance: 0 Component liZI Overall Envelope TDV CJ Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I o deg I HVAC SYSTEM DETAILS Equlpment2 Item or System Tags /i.e. AC-1, RTU-1 HP-1) Eauioment Tvoe4: Number of Systems Max.Allowed Heatina Caoacitv Minimur:n Heatina Efficiency Max Allowed Coolino Caoacitv Coolina Efficiencv Duct Location/ A-Value Duct Leakage Testing -If Yes, a MECH·4A must be submitted Economizer Thermostat Fan Control E<1ulpment Item or System Tags (i.e. AC-1, RTU-1, HP-1) Number of Systems Max Allowed Heating Caoacitv Minimum Heating Efficiency Max Allowed Coolino Capacity Cooling Efficiency Duct Location/ A-Value Duct Leakage Testing· If Yes, a MECH·4A must be submitted Economizer Thermostat Fan Control lnsDectlon Criteria FC 2-6/HP 2-6 Split DX 1 40,500 Btu/hr 8.00HSPF 40,500 Btu/hr 13 .. 0 SEER I 10.0 EER R-4.2 No .No Economizer Setback Required Constant Volume Inspection Crlterl.a 1. Indicate special feature DETAILS on Page 2 of the Inspection Checklist Form. FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Sceclal Feature 1 Pass Fall3 0 O·. D,. 0 · .. >o.: .... -:-.. o,. D D {:-· ... tJ, .',·. :·. . ~·-·_.,th : ·'. D Cl 0 .· .-:.o:: ._.C] :,;,. D . ·:·.· · .. D ... ·.·: .q ... .. D 0 0 . Cl D D. D FIELD INSPECTION ENERGY CHECKLIST SDeclal Feature 1 Pass .. ·.,,FatP D .. : ···t:i' :o. D D D 2. If the Actual installed equipment performance effi9iency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance t0 include the new changes. 3. For additional detailed discrepancy use Page 2 of. the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:25 ID: McP#3459 Paae 9 of 34 ;, CERTIFICATE OF COMPLIANCE and (Part 2 of 5) MECH~1C FIELD INSPECTION ENERGY CHECKLIST Project Name / Date Genoptix -Office T.I. 05/03/2010 SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention-to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the soecial iustification and documentation submitted. Oisprei:>ancles: - ErieravPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-05·03T13:22:25 ID: McP#3459 Paae 10of34 ~ CERTIFICATE QF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5) MECH-1C . Project Name I Date Genoptix -Office T.I. 05/03/2010 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance 1ests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b} and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH·2A MECH-3A MECH-4A MECH-SA MECH-6A MECH-7A MECH-SA MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume& Air Control Supply Valve Water Variable Demand For Single-Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Eauioment Reauirina T estina or Verification Qty. VAV&CAV Unitary Ducts Controls DCV VAV Test Reset Control Control Trane 4TEC3F-60/41WA3-060 1 IZl D D D D tJ D D D 0 Trane 4TEC3F-30/41WA3-030 2 Ill D D D D D D D D !21 Mitsubishi MSY-D36NAIMUY-D36NA 1 l2l D D D D D tJ D 0 Iii Trane 4TEC3F-024/4TWB3-D24 3 121 D 0 D D D ti d D Iii Trane 4TEC3F-036l4TWA3..()36 1 121 D D 0 D D D D 0 r.21 Trane TWE-90flWA-073 2 CZI D D D D D D D D r.21 Trane 4TEC3F-04814TWA3-048 2 Ill D D D D D D D D Iii Trane 4TEC3F-42/41WA3-042 1 Ill D D D D D D D D Iii D D 0 D 0 D D D 0 D D D 0 D D D D D D D 0 D D D D D D 0 D D 0 D D D D D D D D D D D D D D D D D D D D D 0 D D 0 0 D 0 D EneravPro 5.0 bv EneravSoft User Number: 2445 RunCode: 2010-0S.-03T13:22:25 ID: McP#3459 Paae 11 of34 CERTIFICATE OF COMPLIANCE and FIELD I.NSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH~1C Project Name I Date Genoptix -Office T.I. 05/03/2010 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection·& Detection & Energy Storage TheIT(lal Energy Diagnostics Diagnostics for DXAC Storage (TES} Eauipment Requirina Testing Qty. for DX Units Air&Zone. Systems Svstems Test Performed Bv: Trane 4TEC3F-60/41WA3--060 1 0 d 0 0 T~ne 4TEC3F-30/4TW_A3-030 2 0 0 D D Mitsubishi MSY-D38NAIMUY-D38NA 1 0 0 0 0 Trane 4TEC3F-024/41WB3-024 3 0 0 0 0 Trane 4TEC3F-036/4TWA3-036 1 D [j 0 D Trane TWE-90/1WA-073 2 n D D D Trane 4TEC3F-048/4TWA3--048 2 D t:l D D Trane 4TEC3F-42/41WA3-042 1 D 0 D D D D D D D D D D 0 p. D D D 0 D D D D D D D b 0 D 0 D 0 D D D D D o D D D D D D D D D D D D 0 D D D 0 D 0 D D D D D D D D D D D D D D 0 D D D D D D D D D D D D 0 D D D D EnergyPro 5.0 by Ener_qySoft User Number: 2445 RunCode: 2010-05-03T13:22:25 ID: McP#3459 Paae 12 of34 CERTIFICATE OF COMPLIANCE (Part 5 of 5) MECH-1C Project Name I Date Genoptix -Office T. I. 05/03/2010 Documentation Author's Declaration Statement I certifv that this Certificate of Compliance documentation is accurate and comolete. Signature h(dt~. M,-., Name McPARLANE &ASSOCIATES, INC. - Company McPARLANE & ASSOC/ATES, INC. Date 05/031201() Address 4830 Viewridge Ave. EA# CEPE# City/State/Zip San Diego, CA 92123 Phone 858-277-9721 The Principal Mechanical Designer's Declaration Statement • I am eligible under Division-3 of the California Business and Professions Cbde to accept responsibility tor the mechanical design. 0 This Certificate of Compliance identifies tt,e mechanical features and performance specifications required for compliance with Title-24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans an~ r,ations submitted to the enforcement agency for approval with this building permit application. 1 ~ Name Paul McParfane Signature Wl'Vt- Company McParlane & Associates Date /'// off;/ ~4 JI o Address License# ~ - 4830 Viewridge Avenue, Suite A City/State/Zip San Diego, CA 92123 Phone 858-277-9721 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box If worksheet ls Included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the 2008 Nonresidential Manual. Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. IZI MECH-1C Certificate of Compliance. Required on plans for all submittals. IZI MECH-2C Mechanical Equipment Summary is required for all submittals. IZI MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. IZI MECH-4C Fan Power Consumption is required for all prescriptive submittals. - EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:2 ID: McP#3459 Page 13 of34 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Genoptlx -Office T. I. 05/03/2010 . Item or System Tags Indicate Air Svstems Tvne (Central Slnale Zone, Packac e. VAY, or etc •.. ) .. .. (i.e. AC-1, RTU-1, HP-1) -. ... FC 1-1/HP 1-1 FC 1-2/HP 1-2 AC 1-1/CU 1-1 .. . -. ..... Number of Svstems ·:. ··::,-::, -:~.:·: 1 1 1 Indicate Paae Reference on Plans or Schedule and Indicate the aonllcable exceptlon{s) MANDATORY MEASURES T-24 Sections. Heating ·Equipment Efficiency 112/a) nla 8.00HSPF nla Cooling Equipment Efficiency 112(a) 13.0 SEER/ 10.0 EER 13.0 SEER I 10.0 EER 15.1 SEER/10.0EER HVAC Heat Pump Thermostat 112(bl, 112/ol nla Yes nla Furnace Controls/Thermostat 112/ct 1151al n/a nla nla Natural Ventilation 121/bl Yes Yes Yes Mechanical-Ventilation 121 (b) 420cfm 424cfm 2Bcfm VAV Minimum Position Control 12Hcl. No No No Demand Control Ventilation 1211c) No No No Time Control 122/e} Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/el Setback Required Setback Required Setback Required Outdoor Damper Control 122(1} Auto Auto Auto Isolation Zones 122(0) nla nla nla Pipe Insulation :123 Duct Insulation 124 R-4.2 R-4.2 nla PRESCRIPTIVE MEASURES ~alculated Design Heating Load 144/a & bl 60,378 Btu/hr 23,522 Btu/hr 1,532 Btu/hr Proposed Heating Capacity 144/a & bl o Btu/hr 21,879 Btu/hr o Btu/hr Calculated Design Cooling Load 144/a & bl 44,594 Btu/hr 24,846 Btu/hr 31,542 Btu/hr Proposed Cooling Capacity 144/a& bl 43,315 Btu/hr 22,216 Btu/hr 30,314 Btu/hr Fan Control 144/cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144/cl Supply Pressµre Reset (DOC only) 144(c) Yes Yes Yes Simultaneous HeaVCool 144/d\ No No No Economizer 144(e} No Economizer No Economizer No Economi1.er Heat and Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144/o\ Constant Temp Constant Temp Constant Temp Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144/k} 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of elE1<:tric auxiliary heat for heat pumps. If electric heat is used explain which exoeption(s) to-§144(g) apply. · EnergyPro 5.0 by EnergySoft. User Number: 2445 RunCode: 2010-05-03T13:22:2 ID: McP#3459 Page 14 of34 ,, AIR SYSTEM REQUIREMENTS · (Part 1 of 2) MECH .. 2C Project Name I Date Genoptix -Office T. /. 05/03/2010 Item or System Tags Indicate Air Systems TVDe (Central, Slnale Zone, Packa, e, VAV, or etc ... } /i.e. AC-1, RTU-1, HP-1} :/_:::t;t:~.~:;: ~-: . .-\:~~-:.-FC 1-3/HP 1-3 FC 1-5/HP 1-5 FC 1-6/HP 1-6 Number of Svstems ·:. :,-_:· .: .·f:,:..·.::_~~.: . :-.:··. "'::, 1 1 1 Indicate Paae Reference-on Plans or Schedule and Indicate the aoollcable exceptlon(s) MANDATORY MEASURES T~24 Sections Heating Equipment Efficiency 112ta) 7.70HSPF 8.00HSPF 8.00HSPF Cooling Equipment Efficiency 112ra) 13.0 SEER 110:0 EER 13.0 SEER/ 10.0 EER 13.0 SEER I 10.0 EER HVAC Heat Pump Thermostat 112(b). 112/c} . Yes Yes Yes Furnace Contrqls/Thermostat 112cc), 1151a) n/a nla n/a Natural Ventilation 121ibl Yes Yes Yes Mechanical Ventilation 121lbl 81 cfm 75cfm 150cfm VAV Minimum Position Control 12Hcl No No No Demand Control Ventilation 121/c) No No No Time Control 122lel Programmable Switch Programmable Switch Programmable SWitch Setback and Setup Control 122/e) Setback Required Setback Required Setback Required Outdoor Damper Control 122m Auto Auto Auto Isolation Zones 122/o\ nla nla n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-8.0 R-8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a& bl 18,140 Btu/hr 36,428 Btu/hr 21,504 Btu/hr Proposed Heating Capacity 144/a&b) 1.7, 136-Btu/hr 26,469 Btu/hr 21,879 Btu/hr Calculated Design. Cooling-Load 144/a& b) 16,909 Btu/hr 29,375 Btu/hr 24,412 Btu/hr Proposed Cooling Capacity 144(a & bl 16,847 Btu/hr 26,339 Btu/hr 23,940 Btu/hr Fan Control 144£cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c\ Supply Pressure Reset (DOC only) 144(cl Yes Yes Yes Simultaneous Heat/Cool 144/dl No No No Economizer 144/e\ No Economizer No Economizer No !Economizer Heat an<;l Cool Air Supply Reset 144lfl Constant Temp Constant Temp Constant Temp Electric Resistance Heating' 144{al Constant Temp Constant Temp Constant Temp · Air Cooled Chiller Limitation 144/i) Duct Leakage Sealing. If Yes, a 144/Kl No No No MECH-4-A must be submitted 1. Total installed capacity (MBtu/hr} of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g} apply. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:2 ID: McP#3459 Page 15 of34 ') .t· AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH .. 2C Project Name I Date Genoptix-Office T./. 05/03/2010 Item or System Tags Indicate Air Svstems Tvce(Central, Single Zone, Packai e, VAV, or etc ..• ) =·:·::-:-.. :· .... _-:: .. (i.e. AC-1, RTU-1, HP-11 "MM•~,:.:·:•,•'••: • .'• FC t-4/HP 1-4 FC 2-2/HP 2-2 FC 2-4/HP 2-4 Number of Svstems .:··f.~.:~}{tX/:~~-:-::~\.:/ 1 1 1 lndlca_te Paae Reference on Plans or Schedule and Indicate the armllcable exceotlon(s) MANDATORY MEASURES T·24 Sections Healing Equipment Efficiency 112(aJ 8.00COP 8.00HSPF 7.70HSPF Cooling Equipment Efficiency 1121al 10.0EER 13.0SEER/10.0EER 13.0 SEER 110.0 EER HVAC Heat Pump Thermostat 112(b), 1121c\ Yes Yes Yes Furnace Con1rolsffhermostat 112lc\. 11 s<al nla nla nla Natural Ventilation 121'bl Yes Yes Yes Mechanical Ventilation 121(b) 544cfm 213cfm 175 cfm VAV Minimum Position Control 121lcl No No No Demand Control Ventilation 12Hcl No No No Time Control 122(8) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122re1 '-Setback R~quired Setback Required Setback Required Outdoor Damper Control 122(!1 Auto Auto Auto Isolation Zones 122la1 n/a nla nla Pipe Insulation 123 Duct Insulation 124 R-4.2 R-8.0 R-8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144{a& b} 69,597 Btu/hr 17,236 Btu/hr 14,561 Btu/hr Proposed Heating Capacity 144(a & bl 49,877 Btu/hr 35,572 Btu/hr 17, 136 Btu/hr Calculated Design Cooling Load 144/a & bl 70,911 Btu/hr 49,898 Btu/hr 37,411 Btu/hr Proposed Cooling Capacity 144Ca&bl 67;266 Btu/hr 37, 711 Btu/hr 16,512 Btu/hr Fan Control 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144{cl Supply Pressure Reset (DOC only) 144(cl Yes Yes Yes Simultaneous Heat/Cool 144/d} No No No Economizer 144Cel No Economizer No Economizer No Economizer Heat and·Cool Air Supply Reset 144(1) Constant Temp Constant Temp Constant Temp Electric Resistance Heating1 144/a} Constant Temp Constant Temp Constant Temp Air Cooled Chiller Limitation 144(i} . Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144(k\ 1. Total installed capacity (MBtulhr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception{s) to §144(g} apply. EneravPro 5. 0 by EnergySoft User Number: 2445 RunCode: 201fNJ5·03T13:22:2 ID: McP#3459 Paae 16 of34 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name r Date · Ge{loptix -Office T. I. 05/03/2010 Item or System Tags Indicate Air Svstems Type (Central, Single Zone, Packa1 e, VAV, or etc ... ) :~· .. ;:. ·-: .. :·;:· .. : (i.e. AC-1, RTU-1, HP01} FC 2-1/HP 2-1 FC 2-3/HP 2-3 FC 2-5/HP 2-5 Number of Svstems . _:::)_::·_:-.. /;;:·-.--:\·_:/{ 1 1 1 Indicate Paae Reference on elans or Schedule and indicate the annllcable exceotion(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(al 8.00COP 8.00HSPF l.70HSPF Cooling Equipment Efficiency 112(al 10.0E_ER. 13.0 SEER/ 10.0 EER 13.0 SEER 110.0 EER HVAC Heat Pump Thermostat 112lbl. 112Ccl Yes Yes Yes Furnace Controlsffherrnostat 112(c}, 115/al nla nla nla Natural Ventilation 121(b) Yes Yes Yes Mechanical Ventilation 12Hbl 237cfm 85cfm 60cfm VAV Minimum Position Control 121fcl No No No -- Demand Control Ventilation 121(c) No No No Time Control 1221el Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122{e} Setback Required Setback Required Setback Required Outdoor Damper Control 122/f) Auto Auto Auto Isolation Zones 122/al nla nla nla Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & bl 83,019 Btu/hr 46,605 Btu/hr 15,498 Btu/hr Proposed Heating Capacity · 144/a& bl 49, 877 Btu/hr 35,572 Btu/hr 17, 136 Btu/hr Calculated Design Cooling Load 144/a& bl 71,903 Btu/hr 41,772 Btu/hr 22,915 Btu/hr Proposed Cooling Capacity 144ta & bl 88,697 Btu/hr 39,384 Btu/hr 17,517 Btu/hr Fan Control 144/cl ConstantVolume Constant Volume Constant Volume DP Sensor Location 144(0} Supply Pressure Reset (DDC ~nly) 144{cl Yes Yes Yes Simultaneous Heat/Cool 144(dl No No No Economizer 144(el No Economizer No Economizer No Economizer Heat and Cool Air Supply Reset 1441fl Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144(a\ Constant Temp Constant Temp Constant Temp Air Cooled Chiller Limitation 144/il Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144/k) 1. Total installed capacity (MBtu/hr) of al! electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s} to §144(g} apply. EnergyPro 5.0 by EnergySoft User Number. 2445 RunCode: 2010-05-03T13:22:2 ID: McP#3459 Page 17 of34 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Genoptix-Office T.I. 05/03/2010 Item or System Tags Indicate Air Svstems Tvne (Central, Sinale Zone, Packa~ e, VAV, or etc ... ) ·.-:-_ :,-~-:-\f\·:~ . FC 2-6/HP 2-6 {i.e. AC-1, RTU-1, HP-1) : ... · Number_ of Systems . :·.~t~ 1 Indicate Page Reference on Plans or$chedule and indicate the aoolicable exceptlon(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112ta) 8.00HSPF Cooling Equipment Efficiency 112(a) 13.0 SEER/ 10.0 EER HVAC Heat Pump Thermostat 112(b}, 112(C} Yes, Furnace Controls/Thermostat 112(cl.115(a) n/a Natural Ventilation 121{b) Yes Mechanical Ventilation 121(b) 99cfm VAV Minimum Position Control 121(c) No Demand Control Ventilation 12Hcl No Time Control 122(e) Pragrammabfe Switch Setback and Setup Control 122(e) Setback Required. Outdoor Damper Control 122/fl Auto Isolation Zones 122(0) nla Pipe Insulation 123 Duct Insulation 124 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & bl 33, 198 Btu/hr Proposed Heating Capacity 144{a& b) 30,982 Btu/hr Calculated Design Cooling Load 144(a& b) 34,938 Btu/hr Proposed Cooling Capacity 144(a & b) 30,951 Btu/hr Fan Control 144(c) Constant Volume DP Sensor Location 144(c} Supply Pressure Reset (DOC only) 144{c) Yes Simultaneous Heat/Cool 144(d) No Economizer 144(e) No Economizer Heat and Cool Air Supply Reset 144(f} Constant Temp Electric Resistance Heating 1 144/a\ Constant Temp Air Cooled Chiller Limitation 144(i) Dllct Leakage Sealing. If Yes, a 144/kl No. MECH-4-A must be submitted 1. Total installed capacity (M!3tu/hr) of all electric heat.on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g} apply. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:2 fD: McP#3459 Page 18of34 MECHANICAL VENTILATION AND REHEAT MECH-30 Project Name Date Genoptix-Office T.I. 05/03/2010 MECHANICAL VENTILATION (§121(b}2) REHEAT LIMITATION (§144(d)) AREABASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N MinCFM REQ'D Design 50%of Max. of Design Condition CFM MinCFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area ~r By Area 01 per Occupant Max of Air Supply BX0.4 H,J,K, Air Transfer Zone/Svstem (fr) tf BXC People Person EXF D orG CFM CFM CFM/tr 30CFM Setpoint Air Zone 1-11 513 0.50 257 257 420 FC 1-1/HP 1-1 Total 257 420 Zone 1-12B 1,624 0.15 244 244 244 Zone 1-12A 233 0.15 35 35 180 FC 1-2/HP 1-2 Total 279 424 /DFRoom 184 0.15 28 28 28 AC 1-1/CU 1-1 Total 28 28 Zone 1-13 213 0.15 32 32 81 FC 1-3/HP 1-3 Total 32 81 Zone 1-15 502 0.15 75 75 75 FC 1-5/HP 1-5 Total 75 75 Zone 1-17 242 0.15 36 36 150 FC 1-6/HP 1-6 Total 36 150 Zone 1-14 1,660 0.15 249 249 544 FC 1-4/HP 1-4 Total 249 544 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section &121, Table 121-A. E Based on fixed seat or the areater of the exPected number of occuoants and 50% of the CBC occuoant load for earess purposes for spaces without fixed settina. H Required Ventilation Air (REQ'D V.A.} is the laraer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). I Must be greater than or equal to H. or use Transfer Air (column N) to make up the difference. J Desian fan suoolv CFM {Fan CFM\ x 50%; or the desian zone ou1door airilow rate per §121. K Condition area (tr} x 0.4 CFM /ff: or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or eaual to Column L and-areater than or eaual to the sum of Columns H olus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air /Column H} anc! the Design Minimum Air (Column Ml, Column H minus M. EnemvPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010·05-03T13:22:25 ID: McP#3459 Page 19of34 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Date Genoptix-Office T.I. 05/03/2010 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N MinCFM REQ'D Design 50%of Maic of Design Condition CFM MinCFM Number, CFM by v.A. Ventilation Design Zone Columns Minimum Area per By Are~ Of per Occupant Max of Air Supply BX0.4 H,J,K, Air Transfer Zone/Svstem (ffl ft2 BXC Peoole Person EXF DorG CFM CFM CFM /tt2 30CFM Setooint Air Zone2-2 1,423 0.15 213 213, 213 FC 2-2/HP 2-2 Total 213 213 Zone2-4 1,165 0.15 175 175 175 FC 2-4/HP 2-4 Total 175 175 Zone 2-1 1,577 0.15 237 237 237 FC 2-1/HP 2-1 Total 237 237 Zone2-3 567 0.15 85 85 85 FC 2-3/HP 2-3 Total 85 85 Zone 2-5 399 0.15 60 60 60 FC 2-5/HP 2-5 Total 60 60 '. Zone2-6 657 0.15 99 99 99 FC 2-6/HP 2-6 Total 99 99 Totals Column l Total Design Ventilation Air C Minimum ventilation rate oer Section §121 Table 121-A. E Based on fixed seat or the areater of the exoected number of occuoants and 50% of the CBC occupant load for earess ourposes for soaces without fixed settina. H Reauired Ventilation Air (REQ'D V.A.) is the laroer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor Gl. I Must be areater than or eaual to H, or use Transfer Air {column N) to make up the difference. J Desion fan suoa!v CFM (Fan CFMl x 50%; or the desian zone outdoor airflow rate oer §121. K Condition area ttt2) x 0.4 CFM / tr; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and oreater than or eaual to the sum of Columns H olus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air (Column Hl and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:25 ID: McP#3459 Paae20of34 'FAN POWER CONSUMPTION MECH .. 4C Project Name I Date Genoptix -Office T. I. 05/03/2010 NOTE: Provide one.copy of this worksheet tor each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume tvAV) Svstems when usina the Prescriotive Aooroach. See Power Consumotion of fan §144(c1. A B C D E F Efficiency Peak Watts Design Br~ke Number of BX E X746/ Fan Description HP Motor Drive Fans (CX D) · Supply Fan . 0.500 80.0% 100.0% 1.0 466 ~ TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 466 . of the Energy Standards. 2,000 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SPa) is greater than l inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX /Row 1 / Row 2l W/CFM 245-Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4} SP. 5) SP, Bl . Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment,., 1-( SPa-1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.233 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED-FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnerovPro. 5.0 bv EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:2 . ID: McP#3459 Page 21 of 34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T. I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume (VAY) Svstems when usino the Prescriotive Aooroach. See Power Consumotion of fan §144(c . A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans (C X D) Supply Fan 0.500 80.0% 100.0% 1.0 466 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-Ain §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 466 of the Energy Standards. 1,000 2} SUPPLY DESIGN AIRFLOW (CFM) A) !f filer pressure drop (SP0) is greater than 1 inch W. C. or 3} TOTAL FAN SYSTEM POWER INDEX /Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across.the fan (SP,) on Line 5. 4} SPa 5} SP1 8) Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment= H SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.466 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or AD.JUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. energyPro 5.0 by EnergySoft User Number. 2445 RunCode: 2010-05-03T13:22:2 . JD: McP#3459 Page22of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T.I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume ( CAV) Fan Svstems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144Ccl. A B C D E F Efficiency Peak Watts · Design Brake Number of BX E X746/ Fan Descrlotion HP Motor Drive Fans (CXD) Supply Fan 0.500 80.0% 100.0% 1.0 466 TOTALS ANO.ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144{c) 1l TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 466 · of the Energy Standards. 840 2) SUPPLY DESIGN AIRFLOW (CFM) A} If filer pressure drop (8Pa) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,} on Line 5. 4) SPa 5) .SP1 8\ Calculate Fan Adjustment and enter on line 6. 6) Fan_Adiustment-H SP.-1) I SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x line 6) 1 0.555 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnerovPro 5.0 by EnerovSoft User Number: 2445 RunCode: 20.10-05·03T13:22:2 ID: McP#3459 Page 23 of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T.I. 05/03/2010 NOTE: Provide one copy of this w9rksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume (VAV) Svstems when usina,the Prescriotive Aooroach. See Power ConsumDtion of fan §144(c. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Descrl1>tlon HP Motor Drive Fans (CX D) Supply Fan 0.250 64.0% 100.0% 1.0 291 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 291 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW {CFM) 800 A) If filer pressure drop {SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2} W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SP. 5) SP1 Bl Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1-1 SP.-1 l / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.364 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnemvPro 5.0 by EnerqySoft User Number: 2445 RunCode: 2010·05~03T13:22:2 ID: McP#3459 Paqe 24 of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T. I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume (VAY) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c . A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 0.250 64.0% 100.0 % 1.0 291 . - TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER /WATTS, SUM GOLUM F} 291 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,200 A) If filer pressure drop (SP.) is greater than 1 Inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. 5) SP, B) Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = H SP.-1) / SP, C) Calc~late Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.243 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAY systems. EnergyPro 5. o by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:2 ID: McPft:3459 Page25 of34 FAN POWER CONSUMPTION MECH-4C Project Name ! Date Genoptix ~ Office T. I. 05/03/2010 NOTE: Provide one copy of this worksheet for each tan system with a tota!lan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume IVAV\ Svstems when usina the Prescrlotive Aooroach. See Power Consumotlon of fan §144(c . A B C D E F Efflclencv Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan o.500 80.0% 100.0% 1.0 466 TOTALS AijD ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 466 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,000 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX /Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4, Enter Total Fan pressure drop across the fan (SPr) on Line 5. .4) SPa 5) SPr B) Calculate Fan Adjustment and enter on line 6. 6} Fan Adiustment = 1-/ SP.-1} I SPr C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.466 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM tor VAV systems. •: ' EnergyPro 5.0 bv Energy Soft User Number: 2445 RunCode: 2010-rJ5-03T13:22:2 ID: McP#3459 Paae 26of34 FAN POWl:R CONSUMPTION MECH-4C Proj!')ct Name I Date Genoptlx-Office T.I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume {CAV) Fan Svstems or Variable Air Volume (VAV} Svstems when,usina,the Prescriotive Aooroach. See Power Consumption of fan §144(c). A B C D E F Efficiencv Peak Watts Design Brake Number of BX E X746/ Fan DescrlDtlon HP Motor Drive Fans (CX D) Supply Fan 0.520 80.0% 100.0% 1.0 485 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A'in §144(C) 1} TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 485 of the Energy Standards. 2) SUPPLY DESIGN-AIRFLOW {CFM) 2,400 A) If filer pressure drop (SP.) is greater thari 1 inch W. C. or 3} .TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2l W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the.fan (SP1) on Line 5. 4) SPa 5) SP,. B) Calculate Fan Adlustment and enter on line 6. 6) Fan Adiustment = H SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.202 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM.for VAV systems. EneravPro 5.0 by EneravSoft User Number: 2445 RunCode: 2010-05-03T13;22:2 ID: McP/13459 Page27of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T. I. 05/03/2010 NQTE: Provide one copy of this wor1<sheet for each tan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan.Systems or Variable Air Volume {VAVl Systems when usino the Prescriptive Approach: See Power Consumption of fan §144(c,. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX746/ Fan Description HP Motor Drive Fans (CX D) Supply Fan 0.500 80.0% 100.0% 1.0 466 .. TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c} 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 466 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,600 A) Jf filer pressure drop (SP a) is greater than 1 Inch W. C. or 31 TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SPr} on Line 5. 4) SP. 5) SPt Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP8 -1) / SP, C} Calculate Adjusted Fan Power Index and enter on Row 7 7) ADjUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.291 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or i .25 W/CFM for VAV systems. EnergyPro 5.0 by EnergySaft User Number: 2445 RunCode; 2010-05-03T13:22:2 ID: McP#3459 Page 28 of34 .. FAN POWER CONSUMPTION MECH-4C Project-Name I Date Genoptix -Office T. I. 05/03/2010 NOTE: Provide one copy of this Worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Aooroach. See Power Consumption offan §144(c. A B C D E F Efflclencv Peak Watts Design Brake Number of BXEX746/ Fan Description . HP Motor Drive Fans (CXD) Supply Fan 0.250 64.0% 100.0% 1.0 291 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1 l TOTAL FAN SYSTEM POWER !WATTS, SUM COLUM F) 291 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) lffiler pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SP. 5} SP1 B) Calculate Fan Adiustment and enter on line 6. 6} Fan Adiustment .. 1-( SP.-1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER IND)::X (Line 3 x Line 6)1 0.364 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5.0 by EnergySoft User Number: 2445 RunCode: 20,10-05-03T13:22:2 ID: McP#3459 Pege29of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T.I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Aooroach. See Power Consumption of fan §144(cJ. A B C D E F Efficiency Peak Watts Design Brake Number of BXEX746/ Fan Description HP Motor Drive Fans (CXD) Supp[yFan 0.520 80.0% 100.0% 1.0 485 - TOTALS AND ADJUSTMENTS FILTER PRESSUREADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 485 of the Energy Standards. 2,400 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX {Row 1 / Row 2) W/CFM 245 Pascal then enter SP, on line 4. Enter Total Fan pressure drop across the fan (SPi) on Line 5. 4) SP. 5) SP, Bl Calculate Fan Adlustment and enter on line 6. 6) Fan Adjustment= H SP,-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (line 3 x Line 6)1 0.202 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 WICFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5.0 by EnerrJYSoft User_Number: 2445 RunCode: 2010-05-03T13:22:2 ID: McP#3459 Page 30of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T.I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV} Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). A B C D E F Efficiencv Peak Watts Design Brake Number of BX EX746/ Fan DescriDtion HP Motor Drive Fans (CXD) SuppfyFan 0.500 80.0% 100.0% 1.0 466 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equalioh 144-A in §144(0} 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 466 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM} 1,600 A) If filer pressure drop (SP a) is greater than 1 inch W. O."or 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP, on line 4. Enter Total Fan pressure drop across the fan (SP,} on Line 5. 4) SPa 5) SP1 B) Calculate Fan Adiustment and enter on llne 6. 6) Fan Adiustment = 1-( SP.-1 l / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.291 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWERINDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/C.FM for VAV systems. EheravPro 5.0 by EnergySoft User Number: 2445 RunCode: 2010.-05-03T13:22:2 JD: McP#3459 Paqe31 of34 l' FAN POWER CONSUMPTION MECH .. 4C Project Name I Date Genoptix -Office T. I. 05/03/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume {GAV} Fan Systems or Variable Air Volume (V AV\ Svstems when usina the Prescriotive Aooroach. See Power Consumotion of fan §144(c . A B C D E F Efficiency Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor Drive Fans {CX D) Supply Fan 0.250 64.0% 100.0% 1.0 291 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 291 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filer pressure drop (SP.) Is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX /Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across !he fan (SP,) on Line 5. 4) SPa ,, 5) SPr Bl Calculate Fan Adjustment and enter an line 6. 61 Fan Adiustment = ·1-( SP.-1l / SP, ·C} Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX {Line 3 x Line 6)' 0.364 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAVsystems. EnergyPro~5.0 by EnergySoft User Number: 2445 RunCode: 2010-05-03T13:22:2 ID: MoP#3459 Paae32of34 FAN POWER CONSUMPTION MECH-4C Project Name I Date Genoptix -Office T. I. 05/03/2010 'NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or-Variable Air Volume !VAV} Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c. A B_ C D E F Efflclencv Peak Watts Design Brake Number of BX EX746/ Fan Descrl1>tlon HP Motor Drive Fans (C X D) Supply Fan 0.750 84.0% 100.0% 1,0 666 TOTALS AND ADJUSTMENTS FILTER-PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 666 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,400 A) If filer pressure drop {SP.} is greater than 1 inch W. C. or -3) TOTAL FAN SYSTEM POWER INDEX rRow 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop-across the fan (SP,) on -une 5. 4) SPa 5} SP, B} Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP.-1} / SP, C), Calculate Adjusted Fan Power lnd_ex and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.476 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnemvPro 5.0 bv EnergySoft User Number: 2445 RunCode: 2010.()5-03T13:22:2 ID: McP/13459 Page 33 of34 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name I Date Genoptix ~ Office T. I. 05/03/2010 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the-applicable standard. §1 :15(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, ·shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with _one of the following: 1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time settini:i for at least 1 0 hours if power is interrupted; or 1B. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with,controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(g): square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided .with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off indeoendentlv of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only: to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the . heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees For lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121 (f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the buildinQ or space shall be certified as meetini:i the Acceptance Requirements for Code Compliance Service Water Heatina Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limitthe outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5.0 by EnergySoft User Number: 2445 RunCode: 201(J.05-03T13:22:25 ID: McP#3459 Page34of34 ti.,,~ ~ o'-9, SAN DIEGO REGIONAL _ti2-.v 0 HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# ___ --..---- HV#ol{-10 1 q BP DATE _ __.__~--- Plan File# The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: 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. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 1 h Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3rn floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: _7...;....---'/'---1,0_--=-/_l_O_ 0 CalARP Exempt I YES NO 1. J(. D Is your business listed on the reverse side of this form? (check all that applt~, .---=· --:------~-~I 2. D ~ Will your business dispose of Hazardous Substances or Medical Waste in <!nY amount? /P AJ D Date Initials 0 CalARP Required I 3. D jl. Will your business store or handle Hazardous Substances in quantities eq'ual to or greatkr t~ 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins,fin any quantity? 4. D Jg Will your business use an existing or install an underground storage tank? A p R 1 3 2 O 1 O 5. D Jct Will your business store or handle Regulated Substances (CalARP)? · 6. D )( Will your business use or install a Hazardous Waste Tank System (Title 22, Articl~,_1_0)2M 11'- . ; l!J)~lfll 'i¥1&. n . .rrn~~ Date Initials 0 CalARP Complete I Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer~~~~ef-the..gue1' ff&'""·· ·. e jicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586=26 · · r~rtaih sst:1anGe· of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form 'to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. Jl.. D Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. D l( (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/; or contact the appropriate school district). 3. D ~ Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. D JS-Will there be demolition involving the removal of a load supporting structural member? 6 G b qp,, Briefly describe business activities: Briefly describe proposed project: Ca, I I t!.. e,,11 r Ofr:lCe-9;.0 . CAU. ce\A~ -relAA~ \tM----·-·tt,,t~a.t¼ -k> Ex\~~ Name of owner or Authorized Agent Signature of FOR OFFICIAL USEONL Y: 1oo,~,"", 3 I /0 I lo Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, _______________________________ _ BY: ___________________________ _ DATE: __ _,_/ __ _._/ __ _ RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCO COUNTY-HMO APCO COUNTY-HMO APCO HM-9171 (04/07) County of San Diego -DEH -Hazardous Materials Division SAN DIEGO REGIONAL _HAZARPOU$_ ~ATERIAL~_ QUESTIONNAIRE OFFICE USE ONLY , UPFP# 9-..\ 9, '"\ '5 (g HV# __ .i:k5;.-_1)!;).fut\; . : BP DATE / / Business·Contact M ke Smith Telephone # · 760 51 -580 Zip Code· APN# City Carlsb.;!cf _ 92008~_ . 212-120-20 ·Mamnsf Actifi'esa · ;_181.fAsiQO Ave .. Project Gontact · M .ke Smith . . _ City Carlsbad State Zip Co<fe . Plan File# . 92008- Telephone# · · ·"™·tollowfng quetnlorta~reprilNnt u. ractllty's-lctivitfesfNOT'the tfpeclflc:cp-roJect description. It I•: . . · -... · · · · · ·. · ·; ,._. · · · ·· ·. •.' :· .-· ·._ ·:·· -: · , .·· · · · ·· ·· · N: Indicate by circling the Item, whether your busine: WJ use, process, ot store any , . . .. . ·. . · ~~.9~ m~ _. _; . · a~yr-~ : C · -~' ,r_e ·a , ·app leant must contact the Fire Protection Agency wi Ji!risdlctlon prior to plan submltal. Faclllty's 9qua,. footage (Including propoaed project): 33,120 Oc:cupancy Rating: 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. corrosives Compresaed Gases 6. OxidlZers 10. Cryogenics 14. Other Health Hazards mable/Combustible Liquids 7. Pyrophorlca 11. Highly Toxic or Toxic Materials 15. None of These. . . lammable Solids 8. Unstable Reactlves 12. Radioactlves ;PART.'11: SAN:·plEGO COUNTY QEPARlJIENT·QEENYIRQNMENTAf..HEALJH---H~RDOus·,MATERfALs· DIVliijONS:fHMDl: If the answer'to any of ti ,q1!8Stl01'.i$4~'-~~iii!pil~nt must;~:~nty~l;)fego ~r:doliS'lAateiials Dwlsldn.1i5~ lro~ri~I A~n\.i~i ~ · flAA,:; ,s~n Diego, CA 92101. C~II (619) ;3~2222 prior to the lsauance of a b!,llkllilQ permit. ·· FEES ARE REQURED, Project Completion Date: 2010-10-15 Expected Date of Occupancy: 2010-11-05 0 CalARP Exempt YES NO · _ fl# construction or remodeling projects) Date {nltials 1. 181 D Is your bUllneu llated on the nMNM t apply). 2. 0 181 Will your bUllneu dilpole of Hlazardol~ te In.any 3. 181 D Wili your.business store or handle HaZJll'dO equal to 4; D 5. 0 200 cubic feet, or carcinogenell8Pf1DCM:tiVe 181 Ml your business uee an exiating or 181 Wil your bulinelS store or handle unt? r greater than 55 gallons, 500 pounds . ~a.~ ~~\\o\A,, "t-'IM.~"°) Jt"'-'(_~ °.)~\/\~'fc>-.'¾l" 10)? \7t~"7~\ 6. D t. D 181 WII your businns UN or lnstal a Haa*du 181 Wil your bUllneu store petrolet.m In ........... 111U-11'SJ1BI facility storage capaclty equal to or grNter than 1,320 gallons? (Ca 0 C&IARP Require I Date -Initials 0 CalARP Comple I . Date lr\ltials PARI; Ill:. SAN.Dl~GP ®11.NTY AIR eoJJ.lttlQN CONIBOLJ21,St8m: If the a~r tq amy d the questions ~ is yes, applicant m~~ contact ~ , PollutlOn·,cont~o(Pistrjct{APGl:>), 11fil41Sld-Oiove-&~blidii.'.cA§~13M849, telephone (858) 586-2600 prior to the issuance of a building or demoliti permit. Note: If the answer to questions 4 or 5 la yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior convnencing demolllon or renovation, except demolition or renov@tiQn· of residential structures of four units or less. Contact the APCD for more Information. YES NO 1. 181 0 Wil the subJect faclllty or construction ac:tivlies Include operations or equipment that emit or are capable of emitting an air contaminant? (See t APCO factsheet at http:llwww.sdapcd.org/info/facts/oennits,pdf, and the list of typical equipment requiring an APCD permit on the reverse si of this from. Contact~ you'haveany q1,1eitlons). · · 2. 0 ~ (ANSWER ONLY IF QUESTION 1 IS YES) W,H the subject faciliW be located Witflin 1,000 feet of the outer boundary of a school (K through 1:i (Search the Callfomla School Directory at http://www.cde.ca.gov/re/scl/ for public and private schools or contact the appropriate school district). 3. B 181 Has a survey been performed to determine the prese~ of Asbestos Conb!inlng Materials? 4. 181 Will there be renovation that involves handling of any friable asbeatos materials, or disturbing any material that contains non-friable asbestos? 5. D 181 WiU there be demolition Involving the removal of a load supporting stnJ«ural member? Briefly. describe business ~; Bnifly describe proposed project: Call center for a clinical laborat¢.:ry; Tenant Jrhptq_v~tn~nt~ .,. office .. qqnstrY.c;ti< T clicl~1YB"~ :~walfoffie best,~-~y,knowledge':and ~ii~t~ -·:-,. ·' ·. '.9~:-mijeie,b~ -~Jn,~re.,tM~ ~_(lg·®,·n'(fct, . Name of Ownt,r or Authorized Agent :Signatore,cif-. . ,. · ··r,or:Autftotlted:·Age.nt ·-· / I) / 1.., -/ /.., Date FOifO'FFICAI. 'USE ONLY: - FIR.E DEPARTMENT OCCUPANCY ClASSlFICATIQl':(l:._--..,.....-------,.------·--.... ·---.... ·------........ --...-------------------------------......--- BY.I- COUNTY~MD* . , ·_ APCD '-A.-stamlfiil-this box 2!J!.r exempls·biisiilesses from cornj)letfng·or updatlrig a Hazardous Mateiia~iBusigf;i$'s,P.l.~i'\. o.ttl~r permitting requirements may still apply. -. R"-~'~ "'~f°"-V\'1 ~~l?>\>j -\W\'e>~t,~"'t- · FACJLlTYIDil COUNTY OF SAN DIEGO CU.PA DEPARTMENT OF ENVIRONMENTAL HEALTH HAZARDOUS MATERIALS DIVISION P.O. BOX 129261, SM-1 DJEGO, CA 92112-9251 (619) 338--22:22 FAX (619} 338-2377 l-800-253-9933 BUSINESS ACTIVITIES . I. FACILITY IDENTIFICATION __ /. __ / ---· Date Submitted Pao of 2 I 3 I ? I I O l O I O I I I I I I I I 1 I EPA ID# (Ha=dous Wasfe Onfy) . BUSINESS NAME {Same as FACILITY NAME or OBA-Doing Business As} Genoptbc, Inc. --3 BUSINESS SITE ADDRESS 2105 Rutherford Road 103 BUSINESS SITE CITY Carlsbad !04 I I ZIP CODE CA 92008 105 II. ACTIVITIES DECLARATION NOTE: If you check YES to any part of this list, please submit the Business 0w._er/Operator Identification page. A. HAZARDQUS MATERIALS Have on site (for any PUWose) hazardous materials at or above 55 gallons for liquids, 500-pounds for solids, or 200 cubic feet for compressed gases (include liquids.in ASTs and USTs); or the applicable Federal threshold quantity-for an extremely hazardous substance specified in 40 CFR Part 355, Appendix A or B; -0r handle radiological materials in quantities for which an emer enc lan is re uired ursuant to l 0 CFR Parts 30. 40 or 70.? B.REGULATEDSUBSTANCES ~YES !2lN0 4 es ofthe UPCF .... HAZ1'..RDOIJS MA'l'ERIALS INVENTORY CHEHICAL DESCRIPTION HM-9703 ------··· ·--.. --· -------! Have Regulated Substances stored onsitc in quantities greater-than the D YES igi NO 48 Coordinate with your loc.il agency responsiblf for threshold quantities established by the California Aocidental Release Ca.lARP. (Risk Management Plan) prevention Program {CalARP)? ----·· __ --··· ····--~ .. ·-···-+--------·-t C. UNDERGROUND STORAGE TANKS (USTs) DYES [8:!NO 5 UST FACILITY (FonnerlySWRCBFom,A)HM-9715 Ovm or o erate under ound st<> · e tanks? -------+.--. ·-·-·. ·--· -····· UST TANK (one_, per ianl:-formeny Form B) i-~-Jm D. ABOVE GROUND PETROLEUM STORAGE Store greater than or equal to l ,320 gallons of petroleum products (new or used) in above ground tanks or containers? DYES (g!NO 8 ------~---------·-··--·----------1------E. HAZARDOUS WAS]& • Generate hazardous waste'l • Recycle more than l 00 kg/month of excluded or exempted recyclable • .. • materials (per HSC 25143.2)? Treat hazardous waste on site? Treatment sul>ject to .financial assurance requireme~ts (for Pe.rmit'by Rule and Conditional Authoriz.ation)? Consolidate hazardous waste generated at a remote site? Need to report the closure/removal of a tank that was classified as hazardous waste and cleaned onsite? Gen!m)te in any single calendar month 1,000 ldlogmms (kg) (2,200 pounds) or more of federal RCRA hazardous w~e, or generate in.any single calendar month, or accumulate at any time, 1 kg (2,2 pounds) of RCRA acute hazardous waste; or generate or accwnulate at any time more than 100 kg (220 pounds) of spill cleanup materials,contaminated with RCRA acute hazardous wasl.e? DYES !8!NO 9 DYES [ElNO 10 0 YES rgj NO 11 DYES fgjNO 12 D YES [2J NO 13 DYES fgjNO 14 DYES 1.81 NO 14a 1t Household Hazardous Waste (ffiIW) Collection site? D YES !El NO 14b F. LOCAL REQUIREMENTS " MEDICAL WASTE Generate <200 lbshnonth of Medical/Biohazardous Waste? Generate;;:200 lbs/month ofMedicnl/Biolruzardous Waste? Generate ?:200 lbs/month ofMedical/Biohazardous Waste and·treat any amount of medical waste? • HANDLE TOXIC GASES with threshold li~it value{Il. V) :::; 10 ppm in any quantity? HM-906 (05/10) [HM-9701-UPCF-Business Activities (03/JO)J NO ADDrDONAL FORM RBQUJRED TO ClJPAs (,a,d on bod.) · EPA ID NUMBER -provide at the top of page RECYCLABLE MA TERlALS REPORT (one p,,r recycler) HM-9713 ONSITE HA7...ARDOUS WASTE TREATMENT -FACILITY 1™-9705 ONSITE HA7..ARDOUS WASTE TREATMENT -UNIT (O!!e poge per unit) HM-9706 CERTll'lCA'l10N OF FINANCIAL ASSURANCE HM-9707 REMOTE WASTE/ CONSOLIDA''J10N srrE ANNUAL NOTIFICATION HM-9714 HAZARDOUS WASTE TANK CLOSlJRE CERTIFICATION HM-9704 Obtain federal EPA ID Number, file Biennial ~port (BP A Fonn 8700· 13AIB), and satfafy requirements for RCRA Large Quantity Generator. See CUPA for required forms. 0 YES IZ!NO DYES ~NO DYES l&lNO DYES l&INO 15 2 COUNTY OF SAN DIEGO CU.PA DEPARTMENT OF ENVIRONMENTAL HEALTH HAZARDOUS MATERIALS DMSION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Date Submitted .w (619) 338-2222 FAX (619) 338-2377 l--800-253-993.3 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION (Oo,,n,n~.,., r"'1<mlr>erhull<liaow 11rc,,1 DADD ODELETE OREVISE 2001 Page_of I. FACILITY INFORMATION BUSINESS NAME (Same as FACILITY NAME or DBA-Doing Business As) --·---·----~ Genoptix, Inc CHEMICAL LOCATION 20] CHEMICAL LOCATION CONFIDENTIAL 202 SEE SITE MAP/PLAN EPCRA DYES t2JNO FACILITY JD# I 31 1 j I O I O I O I I I I l I I I 1 I MAP# (optional) 203 I GRID# ( optional) 204 NOT USED NOTUSED I. CHEMICAL INFORMATION CIIDMICAL NAME 205 . TRADE SECRET [JYES /.e9NO 206 Diesel Fuel lfSubjooi to EPCRA, rcfbr to instructicm COMMON NA-....:IE 207 20& Diesel Fuel, ULSD,15ppm, dyed EHS• DYES ~NO CAfl-11. 209 68334-30-5 ~IfEHS is "Yes", all amounts below must be in lbs. FIRE CODE HAZARD CLASSES (Complete ifrequired by CUP A) 210 NOT REQUIRED BY SAN DJEGO COUNTY HAZARDOUS MATERlAL 211 ·-2i2r CUR.lES -----7F TYPE (Checlc OI!e item only) Ela.PURE Ob. MPrJURE De.WASTE RADfOACITVE O Yes 18] No . ------214 ..._,__ ________ _ _j ____ ---·-. ~ PHYSICAL STATE 0 a SOLID 12) b. LIQUID 0.c.GAS LARGES1 CONT ATNER 222 (Chc<:k one i!em only) FED HAZARD CATEGOR1ES ~-·--~-~------.._... ~---- @a FlRE 0 b. REACTIVE 0 c PRESSURE RELEASE 0 d. ACln'E HEALTH 0 ~ CH}(ONIC llEALTH :.16 (Check all fuai apply) AVF.RAGF.DATLY AMOUNT 2171 MAXJMUMDAIT,Y AMOUNT Zl] :NNlJAL WASTEAMOlTNT 219 SI.ATE W/'.SI1: ('ODE 2:?0 {stored on site) (stored on sit<') 200 220 -------------_,. __ ~-··-..-~---v.r DAYS ON SITE· -· ··:212 UNITS• 121 a. GALLONS 0 u CUBfC FEET De.POUNDS Qd. TONS (Check one item only) • lfEHS, arno\lllt must be io pollllds. 365 [J e. PLASTIC/NONMETALLIC DRUM --· ------STORAGE l8l a. ABOVE GROUND TANK 0 i FIBER DRUM 0 m. GLASS BOTTLE 0 q.RAlLCAR CONTAINER Ob.UNDERGROUNDTANK Of.CAN Oj.BAG 0 n. PLASTIC B0TD.,E Or OTHER 0 c TANK INSIDE BUILDING Os CARBOY Ok.BOX Do. TOTE BIN 2:1.3 0 d. STEEL DRUM 011.SlLO 01.CYUNDER 0 p TANK WAGON STORAGE PRESSURE ~a.AMBIENT 0 b. ABOVE AMBIENT 0 c. BELOW AMBIENT 224 ----·---·--22~ STORAGE TEMPERATURE l8i a. AMBJENJ' 0 b. ABOVE AMBIENT 0 c. BELOW AMBIENT 0 d CRYOOEJ\TJC %WT HAZARDOUS COMPONENT(For mixture or waste only) EHS CAS# 226 'JJ.7 228 229 l OYesONo 230 231 232 --·-· 233 2 OYesONo 234 235 236 237 3 OYesONo 238 239 240 241 4 OYesONo 24:f 243 244 245 5 OYesONo ADDITIONAL LOCALLY COLLECTED JNFORMATION . 246 \ 0 CHECK THIS BOX IF TIIlS HAZARDOUS MATERlALIS A TOXIC OAS THAT HAS A THRESHOLD LIMIT VALUE (TLV) :5..10 ppm. THIS HAZARDOUS MATERIAL MUST BE JNVENTORJED IN ANY QUANTITY. 0 CHECK THIS BOX IF TIIIS HAZAROOUS MATERIAL IS SUBJECT TO RMP REQUJREMENTS AND/OR CAJ.JARP REQUIREMENTS HM-9703 (03/1 0) UPCF-Hazardous Materiills Inventory -Chemical Description COON'J.YOJ.l'SANDIBOOCDrA Dep.rtlllelltof.E~Jlft~-Maferlllll Dtmloll THOMAS BR.OS COORDINATES 1127-Cl (2009 EDITION) Sf1'E MAP (Pap t_ol'_J) tJPF.P# _________ _ ~, .. ·' BUSINESSNA)IE Geaoptb;Ine _______________ DATE' 19118/10. ___ _ ~USBON' .. Y DlJSINESSADDRESS l105Rllt~ll-tCarktJ.ld, CA. ______ ZIPCODJl fflKIS ____ _ REVmWEDBY: ____ _ Nt N 0 T F 0 R p- U B L I C D I s C L 0 s u R E EMERG!;NCY DIESEt. GENERATOR .NOT OWNED BY GENOPTIX I HM-951(03/10) I\Sfflff4Vli. ~•I:..1.'_ .,'_._.~~------=-~:. ..... , ... ,. • · ............ '!! ' . • ~ A GF.NOl'TIX. INC. 2105 RUTI-IEIWORD ROAD CARL~D, CA 92.008 * .& ~ • V ST-AGING ARE-A ,,.. DA'l'Be _______ _ WJ'_ J #~'{'. -~~~ t"J!)"''·'..-. \ \ ·~ \ \ \ 31 UPJF Permit#: _ _, __ ..,..,_,.,, __ , ____ _ DATE INSPECTED: I I UNIFIED PROGRAM FACILITY PERMIT APPLICATION -------- IZ! This business or service is required to obtain a Unified Program Facility Permit from the San Diego County Department of Environmental Health. I answered "yes" to one or more of the questions on the "Business Activities11 form. Date assumed business ownership attbis location: 10/8/2010 This perm.it does not exeuseany owner or operator from eomplyu:ig with all applie$ble fedemJ, state, county or local Jaws, ordinances or regulations. The owner o:r operator is required to determine if another permit orapprovalfrom any other agency or department is necessary. The County, by iRsuing this permit, does not relinquish its right to enforce ;my 'Violation of law. D I have determined that this business or service does not require a Unified Program Facility Permit from the San Die~o County Department of Environmental Health. I declare under penalty of perjury that to the best of my knowledge and belief the statements made herein are correct and true. I consent to all necessary inspections allowed by law and incidental to the issuance of required pennit(s) and the operation of this business. Signatur~: ~i~--J~-- Printe ~Name: Myke Smith Type of Business: Date: 10/12/2010 Title: Sr. Director, F'aciJities Phone#: Custome;r Service Center (760) 516-5580 x Please provide an e-mail address for the person or Email Address: department responsible for permit renewals so we can send permit updates and reminders. · msmith@genoptix.com Please complete the business information on the :following page and return thns application to the San Diego County Department of Environmental Health at: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH HAZARDOUS MATERIALS DNISION P.O. BOX 129261 SAN' DIBGO CA 92112-9261 If a San Diego County Unified Program Facility Permit is required for your business or service a representative of this Department will contact your business. Pennit fees will be,detennined from the contact and a billing statement will be mailed. · NOTE: HM-906 (OS/10) If you do not use hazardous materials~ generate hazardous waste, or have underground storage t.anks you are still required to return this form., . ' A representative of the San Diego County Department of Environmental Health may contact you to verify the information provided on this application. 4 COUNTY OF SAN DIEGO COPA DEPARTMENT OF ENVIRONMENTAL HEALTH HAZARDOUS MATERIALS DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 (619) 338-2222 FAX (61') 338-2377 1..$0-253-9933 BUSINESS OWNER/OPERATOR IDENTIFICATION L IDENTIFICATION P e of PACIUTY ID# 0 0 0 I BEGINNING DATE 100 ENDING DATE 3 7 BUSINESS NAME (SaneasFACILITYNAMEorDBA-DolngBuslneA,AI) Geno tix Inc. BUSINESS SITEADDRESS BUSINESS MAILING ADDRESS 1811 Aston Ave. BUSINESS MAILING CITY · Carlsbad BUSINESS OPERATOR NAME OWNERNAME · G4£-No · OWNER MAILING ADDRESS JNG 104 CA !06 iosb STATE CA 109 . BUSINESS OPERATOR PHONE---.. -- II. BUSINESS OWNER 111 OWNER PHONE 1-----~ iz:-__ ~ /rBD~ -------- ·--·---.. -114 j STATE _-----11~s '~Z-IP_CO_D_E CITY ----···--~ ------- 1-co-,_,,.-.A-c-T-NAME _______ ... _____________ III. ENVIRONMENTAL CONTACT n ,,,. 117 CONTACT PHONE M ke Smith CONTACT MAlLING ADDllESS 1811 Aston Ave. CITY Carlsbad --PRIMARY- NAME ·M ke Smith TITLE Sr. Director, Facilities BUSINESS PHONE ______ ____,~tO) 516-5580 x ________ .. ___ .. __ 119 CONTACT EMAIL* msmith@ eno tix.com 120 STATE 121 ZIP CODE CA IY. EMERGENCY CONTACTS -SECONDARY- 123 NAME Jennifer Sullivan 124 mLE Facilities Mana er 12s BUSINESS PHONE 126 24-HOUR PHONE* 7-60 516-5472 127 PAGER# ALWAYS SUBMITA COPY OF ffllS COMPLETED PAGE WITH SUBMITTAL OF ANY OTHER UNIFIED PROGRAM CONSOLIDATED FORM. Ceitificiition: Based on my inquiry of those individuals responsible-fur obtaining the infoonation, I certify under penalty of law 1hat I have personally examined and am familiar with tbe._intQnnation submifte<!-an4 believe the information is true, accura , and comp!~, IOI 102 102, 108 107a 108a 108d 110 112 113 116 119a 122 128 129 130 l3l 132 SIGNATURE OF OWNER/OPERATOROR DESIGNATED REPRESENl'.ATIVE . DKI'E 134 NAME OF DOCUMENT PREPARER 135 M keSmith 136 TITLE OF SIGNER 137 Sr. Director, Facilities HM-906 (05/10) [I:JM-9702-UPCF-Business Owner/Operator ldelitific_ation (03/10)] 5 Pate: 10[20/2010 HAZARDOUS MATERIALS BUSINESS PLAN IL EMERGENCY RESPONSE PLAN 1. Business Name: Genoptix, Inc. 2. Business Site Address: 2105:Rutherford Road 3, Business Telephone: {760) 268 • 6200 4. Brief description of product manufactured and/or service provided: _Clfnlcal Laboratory UPFP# 5. Evacuation Procedures: A. Give the order to evacuate by the following methods: (1}Vla the public address system, (2) By shouting In case of electrical failure B. Secure all work and proceed lmmedaltelv to the naerest exit. Convene at the designated area. C. Emergency Coordinator willoyerJee attendance and other cousres 6. Notification pr~ures: In the event of a release or a threatened release of a hazardous material the following agencies are to be notified: Phone # A. Local Emergency Response Agencies 911 B. Hazardous Materials Division (HMO) HMD's Toll Free Number (619} 338-2222 (after hours follow recorded Instructions) (800) 253-9933 C. Callfomla Emergency ManagementAgency (Cal EMA) (Callfornt• State Wlmlng Center) (916) 845-8911 or Toll Free (800) 852-7550 Name ofperson(s) responsible for completing notifications: Myke Smith (760) 473-1813 Describe notification procedures: See above. Contractor's Name/Phone: Clean Harbors Environmental Services 1-800-645-8265 Emergency Procedures: Main Concerns: Fire, Earthquake, Diesel Fuel Spill FIRE • Notify local fire department by dialing 9-911. If possible, trained employee will extinguisher with • ABC extinguisher. If fire canhot be extinguished, evacuate-al personnel from bulldiong • • -SMALL SPILL • Wear proper protective clothing. Contain by creating berm. Absorb and dispose • refer to MSDS . • LARGE 'SPILL • Secure area and d_eaf of personnel. Call fire department If the spill represents a fire hazard. • Arrangements will be made,wlfh Clean Harbors or other contrcator for clean up and disposal • • HM-952 (03/10) Couity of San Diego COPA Department or EDYironineotal Health-lh:r.ardous Materials Division 33 Date: 10/20/2010 HAZARDOUS MATERIALS BUSINESS PLAN IIL EMPLOYEE TRAINING DESCRIPTION " •! f -·-... "' • I: .... - UPFP#:_ The following describes the employee training pr£rvided for an employees that handle hazardous substances. 1. Procedures for handling hazardous materlals9 lncluding hazardous wastes: Persons Trained: fagilffles T@hs Training Time: 30 minutes Refresher Frequency: Annually Refresher Time: 30 minutes Training Content: • Proper prpoodures for hm:ardous wa§te handling. filQ!WJ&. labeling, record keeping and disposal. 2. Procedures for communication and coordination with emergency response agencies: Persons Trained: Facllitin Techs Training Time: 30 minutes Refresher Frequency: Annually Refreshe1· Time: 30 minutes Training Content: • Pf"OP!t wocedures for communication amt coordinatjon with various agencies, • 3. Use of emergency response equipment. and materials under the business control: Persons Trained: Facilities Techs Training Time: 30 minutes Training Content: • Proper use of fire extinguishers • ., .. 4. Emergency Response Pian implementation: Persons Trained: Al I Employees Refresher Frequency: Annually Refresher Time: 3-0 minutes Training Time: 30 minutes R.efresher Frequency: Annually Refresher Time: 30 minutes Training Content: • R@iew of Eme,nmncy Responce plan, limm!ons of emergency shut offs and evacuation !ocatio~ .. .. A drill encompassing safety proc«lures and spill equipment operation Is used by some employers to train employees and Improve their e,r,ergency response plan lmplementatioo skills. H,M-952 Package (03/10) County of San Diego CUP A Department of Environmenuifi Health-Hazai'dous Materials Division 35 CONTINGENCY PLAN FOR SMALL QUANTITY GENERATORS EMERGENCY PROCEDURES -POST N RTElEPHONE Major . ffffil®ff®®l1il@~ ~ Evacuate the affected areas per the facility Evacuation Plan @ Call 911 and report the emergency to DEH-HMD and OES @ Report the emergency to the facility Emergency Coordinator Minor ~merg~ml~ll @ Try to control the emergency if you are trained to do so and can do itsafely @ Report the emergency to the facility Emergency Coordinator (EC) For Release Reporting see Emergency Contacts belo~ Facility NAME WORK PHONE CELLULAR HOME Emergency PHONE/PAGER PHONE Coordinators Primary Myke$mith (760) 516 .. 5580 {760) 473 -1813 (619) 952 • 0834 __ .. , Altemate#1 Jennifer Sullivan (760) 516 .. 5472 (760) 579 • 8301 (760) 579 • 8301 Alternate #2 EMERGENCY CONTACTS -AGENCY Telephone Number Fire Dep~rtment, Ambulance, Police 9 11 Sao Dieao Countv Hazardous Materials Division (619} 338-2222 California Emergency Management Agency (Cal EMA) (800) 852-7550 (California State Warning Center) (916) 845-8911 Hazardous Waste Clean-Up Contractor (Optional) Medical FacilitywOptional (Hospital, Urgent Care Clinic, etc.) ( EMERGENCY EQUIPMENT Locations of fire extinguishers, :fire alarms (if any), and equipment for controlling chemical spills are shown on the facility site plan posted with tbjs notice. Locations (optional) of electrical gas and water shut-offs, are also shown on the posted facility plan. NOTE: Ensure that employees are famiJiar with these emergency and evacuation procedures. An emergen~y coordinator must be available i4-honrs to assist emergency response personnel. I HM-952 (03/10) [HM-9099 A] Co1tnty of San Diego COP A Depurtmmt:of Environmenf'll Health-Hazardous Materialti Divillion 37 UPFP# _____ _ CONTINGENCY PLAN .. EMERGENCY EQUIPMENT Date: _________ _ INSTRUCTIONS: In the blank funn provided. descn'be the safety, spjll ~sponse, communfcation andsfructurll,{ containment equipmentyou·have in place at your facility for use in emergency situations. If practical, report the equipment aceording to indMdualjob, shop or work activity area within our facility. If applicable, include the-element~ listed in the legend. Personnel Protective .&·Safety Equipment Aprons Hal:Wull face R,espirator end Respirator Cart.-idges Gloves Self-ContainedBrea1hiogApparatus Coats Apparatus (SCBA) Chemical Suits FirstAid Kits Boots Exhaust Hoods Safety Glasses FirstAid Stations Face Shield Chemical Antidotes Hard Hats LOCATION PERSONNEL PROTECTIVE SHOPORAREA & SAFETY EQUIPMENT Client Services I None required ~ . I EXAMPLE LOCATION PERSONNEL PROTECTIVE SHOPORAREA & SAFETY EQUIPMENT PAJNTSHOP CARTRIDGE RESPIRATORS, SHOP COATS, GLOVES, EXHAUST HOOD HM-952 (03/10) .fu'!lmgencv ~ll~~ Fire Extinguishers {Type A. B, C, D) Fire Hoses Eye Wash. Safety Showers Chemical :Monitoring Equipment ("'l".Yfie) Chemical Alanru; • Bells, etc . Chemical,Spill Equipment· Absorbents, Neutralizers, Sand, Leak: Repair }{.its (Chlorine.), Underground TsnkLeak Detection Monitors EMERGENCY RESPONSE I COMMUNICATIONS I SPILL EQUIPMENT i EQUIPMENT Fire Extinguishers I Telephone, verbal i I I 1 I ' I ' -i ! EMERGENCY RESPONSE I COMMUNICATIONS SPILL EQUIPMENT i EQUIPMENT FIRE EXTINGUISHER SAND ! TELEPHONE • VERBAL I l ; County ofSanDleg(l CUPA Commun1cations Equipment Telephones Intercoms Portable Radio(s) Verbal STRUCTURAL EQUlP:MENT None I STRUCTIJRAL EQUIPMENT NONE Department ofEnwronmentnl Hl!lllth-Hu..nrdo11s Materials Division I ' ' Structural Equipment Berms·& Dikes Tanks (Emergency) Over Pack Drum(s) ContainmlJllt Vaults BlindSmnps lNSPECTION FREQUENCY Monthly safety inspection INSPECTION FREQUENCY MONTIILY (Safety Equipment) 39 UPFP# ______ _ CONTINGENCY PLAN -EMERGENCY NOTIFICATION PHONE ROSTER Date: I L -., ... -·,St,. -EMERGENCY (nl'E) ORGANIZATION PRONE• REPORTING'REQTJJID1:MENTS REQUIRED NOTIFICATION l'El.UOD i 911• lnjmy (an,) ! (Hospital) ' L Nrune oJJd telepoone of reporter. (Nearest hospital capable of bandling fir<:\ and/or ~cal emergency) I (Paramedics ,md/or Ambulance Seniiee) <>11• Poisoi,ing Poison Control : (800) 876-4766' Immediately or within 24 hours. I ' 2. Name Bild sddress of fucility. O<:~fio11alAccidcnt or OSHA(Occnpationai Safety & Health) I (619) 767-2280 E:rl>OllDl'C (NotifklltiM) -l'rt. , .. = I ~-~-:i rime and type of incident (fira, oh.emical; Fire/Explosion (Fire) Car!llbl,d 911• etc.), Agencie;s may request a :l'ollow-np l'el)ort in writing, (Name of your local Fire District) ' ~-Name and quantity ofllllltetial(s) includ"'1 (Police/Sheriff} Curlsbad ~11• to the extenfknown. (Name of Local Fire/Police Agency) s. The eir:tent ofiajuritis if 1!1ly. +(Fire) 911* Ccinsll!teacj, agency fo;1beirreporting Jhzardou, Materlsl Rqllirements. +San Diego County ll'azard01,s Materials-Division (1) i (619)338-2222 6. Possible hazard~ to htJlllnn health or the Spillfficlease On1slde Facility I +caUfornia Eme<ge11cy Management Agency i {800) 852-7550" environment, outside 1h1l facilil;Y. +National Response Center (U.S. Coast Guard) ' (800) 424-8802 (Notify only if required lrJ California EMA) I --! In addition to ~bove If spill San Diego Regional Water Quality Control Boa,;d : (858) 467-2952 I rfflchi!S: I Storm Dram/Creeb (Sewer District) El!cina :Rwer/&ys (Name of Sewer District SCt'Villg your Facility) (Phone) Sanil!lry Sewer SM Diego Air Pollution Control·District (135~)"650-4550 Gaseow Releatt (Fire} ' (85R) 650-4707 into Atmuaphertl ·--(Emergency) 911• Underground Stora~ Tonk LMl.c/5pill San Diego Caunty Hazardous lvf..aterisls Division ' ' Toll-Free I (619) 338-2222 San Diego Regioml.l Water Quality Control Board (HOO) 253-9933 J (858) 467-2952 AUQI~~.Q I Cb.eek with contmctor for his requirements. As soon as possillle Spill Oeannp (Contrnctor) {Company Nam.e)ACT or (Conw!lllY ofv011roboo!lin1d Water District I J, 2, and 3 above. As situation requires (Utility Name) Carlsbad I i I Eledrlcru/Gan -Utility San Diego Gas & Electric (SDG&E) t (800) 611-7'.J.B• 1, 2, and 3 above I Cbemkal -Emergency CHEMTREC, CHLOREP, Pesticide Ssfety Team I (800) 424-9300 Infornmtion • Den~ 24--BO'llt'Numb9'.r+ required notificn.tion if hazardous nmcrla!s emergency extends outside of the facility orrequire:15 an cv,ieurrtforr ofnubhc nrr..o, (1) Mor mu,ine,t hours u<e 911 to contact !he County Environmental F,.eolth Deporbn<.nt in oue of emergency only HM-952 (03/10) County of San Ditgo cm• A Department of ll:mironme11tal Heslfh-Hll.7.llrdou~ MAWliaJa Division 41 SPILL OR RELEASE NOTJIIFICATION In the .eve@t .~f. a snill:1 .I~ave the folJowing i~f 9rmation available State and Local Notification: 1. Name of business: .... § .... en .... o ... pt .... ix _______ , ...... ,_, _____________ _ 2. Identity of caller~ _________________ _ 3 .. Chemical name and quantity :released (if known): ~ .. Descdption of what happened: _____________ _ 5. Was the release contained? Oves 0No Please describe if release entered any waterway or storm drains: 6 .. Information about the spill, release or threatened release: a. Location: ---------------------b, Date: _____ / _ _..,../ __ c. Time: -------- d. Injuries or Fatalities? _______________ _ e. Evacuation conducted? --------f. Clean-up by: _________________ _ Federal Notification: Federal Notification required additional information for spills (CERCLA chemicals) that exceed federal reporting requirements, which includes: a. Medium or media impacted by the release h. Time and duration of the release c. Proper precautions to take, d. Known or anticipated health risks e. Name and phone number for more information County of Sim Ditgo cu.PA Depamnent of Enviroamen1al Htaltb-HaardoD& Materiftls Division HM-952 '(03/10) [HM-951 (03/10) Reporting 1he Release ofH.azardous Materials) 43 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIROI\TMENTAL HEALTH-CUPA ;HAZARDOUS MATERIALS DMSION P.O. BOX 129261, SAN' DIEGO, CA 92112-9261 1-800-253-9933 (619) 338-2222 FAX (619) 338-2377 HAZARDOUS MATERIALS BUSINESS PLAN CERTIFICATION J11e Califomi~ Health 8:: %lfety CD@ CH~ Divi$jon 2Q.. Qum!m: ~9-~. s~tJon 2s225 provides for the follqwing: • The Conwy of San Diego, Department of Environmental Health; Hazardous'Materials Division (HMD), as the administering agency, requires a business that handles h~dous materials to submit the hazardous materials inveutoryi a list of ~ergency contacts, and a site plan, in lieu of a complete Haza.-dous Materials Bm;weas Plan (HMBP), only after the initial submittal of a complete I-lMBP. A complete HMBP includes the items to be submitted to the :»MD and an Emergency Response Plan a11d Employee Training Plan. as established in H&SC Section 25504. The business must annua1ly certify that a complete HMBP has 'been prepared, is current and is maintained at the site where the hazardous mat:erials are stored. See Baqk for mstructions and further clarification I. IDENTIFICATION FACil..ITY ID// 3 7 -a""u'=srn""""'E""'ss"'"'N'""AME.,.,..,~fa-.me-as-FA_CILITY_ .... N_AME....._or...._DB_A .... _-Do ... ln-gB ... o-,in-~--.A-s)~-.,__-....__..___.,___.,__~~-~--------------3--I Genoptix! Inc. BUSINESS SITE ADDRESS 2105 Rutherford Road CITY Carlsbad 104 CA Ii. CERTIFICATION-STATEMENT ZIP CODE 92008 103 105 0 CARCINOGEN/REPRODUCTIVE TOXIN ANNUAL RENEW AL WITHOUT CHANGES: This is an armunl renewal to certify that the list of carcinogens and/or reproductive toxins last provided is a current li!it as specified in the San Dwgo County Code of Regulatory Ordinaaces Section 68.1113. Cheek only ONE of the following boxes: 121 INITIAL CERTIFICATION: This is to certify (H&SC Section lSSOS(e)(l)) that a complete HMBP, which includes the hazardous materials inventory, a list of emergency con~cts, a site plan, emergency response plan, and employee training plan, has been prepared and is mai11tained at the site where the hazardous materials are stored. 0 ANNUAL CERTJF1CATION WITHOUT CHANGES: This is an annual ecrtification (H&SC Stlction 25505(d} & (e)(2)) that the HMBP, which includes the hazndous materials inventory, a list of emergency w~ a site plan, emergency respomie plan, and employee 'training plant is current and includes all the information required in H&SC Smion 25504, and 25509-, and i, maint11ined lit the site where the hazardous materials are stored. 0 CERTIFICATION OF CHANGES/REVISIONS: 'J'his is to certify that the ~I' has been reviewed (H&SC Section 25505(c} & 25510) and aU necessary changes/rtvlsions have been made. The HMBP is current and is m11iotained at the site where the hazardous materials are stored. Attached are changes to the hazardous materials inventory and/or list of emergency contacts. For site map revisions, submit only the pages th11U1ave a chugci or revision and attach to this certification, This submittal satisfies annual certification requirements specified in H&SC Section 25505(d) & (e)(2). As un Authorized Repmentative, I certify. under the penplty oflaw, that I have personi.lly e,:amined and am familiar with fue information rrull>mittoo and believe the information is true, accurate, and complete. By checking any of the box~ 11bov~ I also certify that: 11) The information contained m the hazardous materials inventory most recently aubmitted t-o the CUP A or Administering Agency is complete, aocurnte, and np to date; b) There bas been no change in the qW1ntity of hazardous materials reported in the most recently submitted inventozy; and c) All haamrdous materials subject to Inventory requirements are limed on the most recently submitted invenrory. SIGNATURE OF OWNER/OPERATOR OR DESIGNATED REPRESENT A TJVE DATE 10/13/2010 M l<e Smith o INSTRUCTIONS F F · TO CLERICAL I STAFF FOR HMBP C ACCEPTANCE E 0 SiteMap D *Emergency Contacts D *Chemical IQveutory TITLE OF SIGNER Sr. Director, Facilities __ / _____ ! __ ___ / ___ /_ ·--/. __ I -·--- *Note: Indicate the date that the invenloly mid/or ER con1act infumlation in the KlV A database was rev:i.,"Wed and dmn were submitted foc~ Jfthe inventory and ER~ infunmdionere exactly the smne as it is recorded in KIV A, no dmnges need to be submitted. ---···· . -------··-----''---------------·--Hazardous Materials Business Plan acceptance date will be changed to the acceptance date on new site map. A letter will be mailed to busin?ss after processing of site map updates. --------+-----·-.... ------------------------ u HIRT SITE C** s E FlREDIST. Specialist's Signature: (only required fur'new plailS or for changes to site maps, chemical inventory and/or emergency contacts) ------------------------------------------REMARKS: ____________________________ _ -"'* If HIRT box is checked, tbllow HIRT policy to indicate on the inventory fonns· which hazardous materials make this a IDRT site. HM-953 (03/10) Atjid.-Cle.aning Ass·embly-- A-qtprr,rqt_11e R~pa,k ,BaJt~f.-Y M~n1;Jfacfurih9 Biofuel:Mati:utactarrng E{ioJ$tjh_ La_t>_Or?tJ9r.Y · · Bulk Gb~n:iit;al. Storc:!g_e car-W.as.h Ch:$_r!lid~I Manl:.!f~J;tyrU1g .QhemJ~a.! P,urifk;a_tion · · oiy Cleaning EJ1qqtrict½J:·.Qqropon:en\, Mahufactcrrih·g: Fer,:Hl1Ze:r -Manljfact_ur-ihg Fitm /X~ra.y Prqge~$.il'1fl Food. Prdcessittti .Gla.ss· M<;ln:u.racturl.ng lm:ltJ~trl91 Ia1;1ppry, · lrtKManufac"furing_ · · .Laboratory Ma.cl)"inin.g:l-N.lll!Hog Manufact:urim_g- Membr.an~-Ma.ntitactµrir;g. (l .-e. ·-water filter :m.ernbraries); 'Mefar Ccl$ting;-J'Ron:nJng :[y1i;it~I f=~br.i~?.t!ao Mefat Firiishirig -.Eleolr:Qpiat1h€)' ,'S:te_ctr61e§s:pJ~t)r:i9 -Anodizifr~I C0atfr1g_ (i.e. JJho.spbatfo-g): ¢h~roic~f EtQHiri9/ Milling .Printed Circuit 6Gatd M?nuf~~.h:irfng Metal' Rqwder,s· Forming ., h\Jutritiom;1l $,uppiement/ Wf?tmin ·M901,!f?cturing Painiilifj I F-ini·snin~ P.a1nt Mc;1nµfacfudng Per~on-al· Care Product$ Minutaoturrn9 . Pet:itidc;ie M,ariJJf~cturing J Packaging · · .Ph~rrna,c~ut.iG.!;ll' Man1,1.facturing (itj~lud1ttg -f:}t~¢µrsprs) . ,Por.c$la'tn ·En~r:nB.llng P0w.er Generation .Pr.iht. Shop · · R.esearcn .and Dev~lopment R1:.1bber Manufacturing Semicondu~tor M~nufacturing -$~oap J _Debm;i.ent tv.,anuf~cturi_ng Waste Treatmenl(Stcirage. sK>Code.{sJ {ifkrtown) :. _ __,.-=--~-__,..___,,.~....,.,.......--,---=~---e,-----____,____,-,.--- Brie.f.'o~soriptio.n:,or bU$'ihe_ss ?~tivj1ie'.$· (Pto;tjgG}:lon.IM~_r;r~fa,GtU~lqg 10p~ra~ions):--'------'-- Estimated volume,of ind.ustt.iai w~s:fewat¢r'to. l:i~·,J:fis.t;b.$r:gett {sart{:l'ay}: ... .;-: ----'-'"------ _Listh~zarqous 'W.?.St!:1.$ .g~~~rat~d {typ:~fyoliJm.e): ,_. -----~-------- Have you appUed. fof _a ·wasteWEitet-Disc.harg_e· ·Perrt:itt: from· -ttre. En.ciria· vv-a.stewater Authoiity? Yes, _N_q . If Y~s,. Wlie.tr~ :;,. ' _. ........ :, . ... . : -·-. . . . ·. . . Site_ Co!ilt~P~ . . Title A-a:la 1-lrc± ·-S!~natu.te . _, ~ PhQr,ieNo,. 0~:1l 2a.l.-:-D.7.51 ENC-INA.WA'.SJ.. · . ATE;a:AU-. J-t~Hl:FY~-'6gOsXAv;~f.j_~a-,~'rJ'¢1$i;i~-P~rl~bap_, CA. ~2(11 ~. '(7'6!).) 438'~-$9-4:1 ·RIP.<r :17l~P).-479~f)~l52 CB100443 2105 RUTHERFORD RD GENOPTIX-25,295 SF OFFICE WAREHOUSE TO 13,581 SF OF NEW OFFICE. 3-12--10 O»i-/A,1Ai(s,:J v1/--t:flt/ -~ ('a4_s .-ro er~ 1-~ 3 ~ J <-{-ru £sr) Glfvl acv A_e_proved BUILDING PLANNING ENGINEERING FIRE Expidite? I HazMat 3/31)1D 4 ) /bl {,cJ (7 _ ~ 1 .J_..J./ "f-/J 17 /} I} L, ' ~ • ./t .,ll -For~s/Fees Sent Rec'd ~ue: By ~ @._ R?. ' /l . . C1-_[ t ~:~~ L4V/. J,R.,/ -fr' +I-, ~ _..,,<r-J tJih , Enema ,3 a 1 / to ~ lo {/'/ le /1,l/Jt/YllCT j-/Jtl;1,b/ / . ~~~ ~-~'-,q ' N 'f1\ _L _'-f-1J, C School J:,.!_ -;c Tt/\, L,-,, Sewer 4{;;).7} tO f:;SCytL-c..ur. ~.,7,0 , ah ~ iC , . , . . . ! -k. CE,\\.\le..re.d b_j (!.D~ . ;s I"' I ,o <:r!l: @ <"<!, ~ t u.'.l/ er-e..r-~y,., azvc.5 . ~ --nr: -\® e:::ie,_51 . . u<J P,C"-1-I. -f'.'1.re ~b,t/4 ':M'Q, )~/4-il); ~MI2 ~ €~.J--f-t~;~ 5/17 /lo Atr-1/J -~ 1o 4Kp JJ->4a.,-~-/ _ ,1 A / IJ Building Planning Engineering LJ./;;1, I rO Fire " l ---~---«--·-~--------,~ ----------~-·- CB100443 2105 RUTHERFORD RD GENOPTIX-25,295 SF OFFICE WAREHOUSE TO 13,581 $F QFNE.\lll OF.:FICE. . __ ;i 1: !i ,I 3-1i-10 av~rr;.-,GiJ c,J/-r--:N -~ ('4, -(o tr~ 1~ :· 3~J<-f-ro £s~ cLM , 5/31)1D 1 1 4 ) 1 b/ lO · ~ 17# ~ ~ ?1 ~' C, 7l :J,_ 4-~ lo {fl k ttJ/;}-Mcr .1-tllL;t1/ ~/ ~ ' I E p f--1t. £- <-f{c'd-7) t O E:;5&1 L-~ -{~}-/0 --2d" /J 1C -. ( kv\_v • 'S/1.a],o · JJL ~1.\)ve..d.. bj Q.D~ . ~J1[: @~ / . ~ --nr: :® rss3,l u..9 ~Q.0jcraac-5 P,f.Q. E.. ~ f--, re. )~/4-lU-~~ ~ €3,J'f-f,1~_:-~btlo~ I fi /17 (! o AU-I!) ~(A)Jr-0/v X1 ~ -!'IILt/J -lo ~ hr ~./4~ -) t . . ~- ~ q-~ (~( 1-t ~b --l-s su.r:: f) Approved BUILDING Pl.ANNING ENGINEERING FIRE Expidite? HazMat APCD Health Forms/Fees Encina . Fire HazHealthAPCD PE .S.M ~chool --· Sewer --- Fees Compfe.~. ·-~ --~-~---····"-------~ ·-----~-'If' \ y Sent a a, tm ~ a, ,v .:3 81 IV, DCV Rec'd Due? By y fJ y N OD ne :y: