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Home My WebLink About2210 FARADAY AVE; 150; CB101886; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-08-2010 Commercial/Industrial Permit Permit No: CB101886 Building Inspection Request Line (760) 602-2725 Job Address: 2210 FARAPAY AV CBAD St: l!{O Permit Type: Tl Sub Type: INDUST Parcel No: 2121205500 Lot#: 0 Status: Valuation: $1,190,000.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: NEMKO USA: 34,000 SF Tl: 5500 Plan Approved: OFFICE TO OFF/ 4500 SF WAREHOUSE TO OFFICE/ 24000 SF Issued: Applicant: BRUCE STEINBRABER 24665 RANCHO SANTA TERESA RAMONA CA 92065 760-789-3269 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'! Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $4,035.19 $0.00 $2,622.87 $0.00 $0.00 $249.90 $0.00 $0.00 $3,080.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $44.00 $1,240.00 Inspect Area: Plan Check#: Owner: FARADAY POINTE-CA LLC C/O JEANNE ALLEN PO BOX4900 SCOTTSDALE AZ 85261 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540} License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL . Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES ISSUED 10/12/2010 JMA 12/08/2010 12/08/2010 $0.00 $0.00 $0.00 $0.00 $18,154.50 $16,758.00 $0.00 $0.00 $7,871.14 $7,265.66 $118.00 $310.00 $207.00 $0.00 $11,401.60 $0.00 $0.00 ?? $73,357.86 Total Fees: $73,357.86 Total Payments To Date: $73,357.86 Balance Due: $0.00 Inspector: ~ FINAL APPROVAL Date: /t; l/;J/2 / 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 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exnired. «~ ~ CITY OF CARLSBAD JOB ADORE~ Z, / D CT/PROJECT# t, Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718/ 2719 Fax: 760-602-8558 www.carlsbadca.gov # OF UNITS # BEDROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) wT T'O P. CITY STATE ,A c:::::::~. ZIP PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATELIC.# Est. Value Plan Ck. Deposit FAX AIR CONDITIONING YES D NOD fb·S I ,(Sec3.0.31.5_BJ.ls.iues.s_and. fessions Code: Any City or County which requires a.permit.to .constr.uct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to ed statement tliat he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions C at he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit.subjects the applicant to a civil penalty ofnormore than fivenundred dollars [$500}). · --· · -· · ---------' . --Workers'·Gompensation·Declaration:-1-hereby-affinn-under-pena/ty·of-peljury·one·of·the-fo/lowing·declarations,.~ ----- 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 9 I have.and_will_malntain workers' compen~tlon, as requirEJ,11 by Section 37~f the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation ~suran:~rrier and policy _--nuffilier.ace:JnsuranceCo. srA:re t!OIAF (J.J'S 1-UVl:> PolicyNo. 719-00003'7'1-ExpirationDate Of&>LOl{_;;J,_O// This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate cif Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' comp sation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, f ·n Section 3706 of the'l.abor code, interest and attorney's fees. ~ CONTRACTOR SIGNATURE • I hereby affinn that I am exempt from Contractor's Ucense Law for the following reason: Cl I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered-for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided Iha! such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Cl I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions-Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor{s) liceni;ed pursuant to the Contractor's License Law). Cl I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Cl Yes Cl No 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4.1 plan to provide portions of the work, buti have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated1include name/ address/ phone/ type of work): ,R$ PROPERTY OWNER SIGNATURE D CIAGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Cl Yes Cl No Is the applicant or future building occupant required to obtain a pennit from the air pollution control district or air quality management district? Cl Yes Cl No Is the faclllty to be constructed within 1,000 feet of the outer boundary of a school site? Cl Yes Cl No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above lnfonnation is correct and that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad lo enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penn[ is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work au1horized by such permit is not commenced l'.ithin 180 days from the date of such penn· 1 uilding or wo rized by su nnit is suspended or abandoned at any time after the work is commenced for a P. riod of 180 d ys (Section 106.4.4 Unifonn 13uilding Code) . ..@S° APPLICANT'S SIGNAT E City of Carlsbad Bldg Inspection Request For: 10/11/2011 Permit# CB101886 Inspector Assignment: TP Title: NEMKO USA: 34,000 SF Tl: 5500 Description: OFFICE. TO OFF/ 4500 SF WAREHOUSE TO OFFICE/ 24000 SF WAREHOUSE TO R&D. --- Type:TI Job Address: Suite: Location: Sub Type: INDUST 2210 FARADAY AV 150 Lot 0 Phone: 8583532382 Inspector: L APPLICANT BRUCE .STEINBRABER Owner: FARADAY POINTE-CA LLC Remarks: Total Time: Requested By: DONNA Entered By: JANEAN CD Description Act· Comments 19 Final Structural AL 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PCR10132 ISSUED PCR11005 ISSUED NEMKO-REPA;R OF GRADE BEAM-; UPGRADE ON SOILS NEMKO: DEFERRED SUB. /PRE-MAN; UF ACTURED EQUIP ROOM FOR TEST EQUIP. lnsgection Histo!Y Date Description Act lnsp Comments 08/30/2011 89 Final Combo NR TP NOTIFIED BLDG OCCUPANT ON PERMIT STATUS, FACILITIES MGR OUT WILL MAKE CONTACT UPON RETURN 04/28/2011 89 Final Combo PA TP FOR OCCUPANCY ONLY, NOT COMPLETE SEE CARD 04/27/2011 89 Final Combo NS TP 04/18/2011 14 Frame/Steel/Bolting/Welding WC MC 04/18/2011 84 Rough Combo PA MC R.F. CHAMBER 04/08/2011 14 Frame/Steel/Bolting/Welding AP TP T-CLNG GRID RM 122 04/08/2011 24 Rough/Topout AP TP 04/08/2011 34 Rough Electric AP TP CLNG LITES RM 122 04/08/2011 44 Rough/Ducts/Dampers AP TP DUCTS RM 122 03/28/2011 14 Frame/Steel/Bolting/Welding AP TP T-CEIL (N INCL RM 122) 03/28/2011 17 Interior Lath/Drywall AP TP WHSE? LOAD DOCK SECT City of Carlsbad Bldg Inspection Request For: 10/11/2011 Permit# CB101886 Inspector Assignment: TP 03/28/2011 24 Rough/Topout AP TP 03/28/2011 34 Rough Electric AP TP CLNG LITES " " 03/28/2011 44 Rough/Ducts/Dampers AP TP DUCTS" " 03/21/2011 12 Steel/Bond Beam WC TP 03/21/2011 14 Frame/Steel/Bolting/Welding AP TP T-CLNG RMS 101 -110, 116,121 CORR 126 03/21/2011 34 Rough Electric AP TP 03/21/2011 44 Rough/Ducts/Dampers AP TP 03/18/2011 84 Rough Combo CA TP WILL CALL FOR MON. 3/21 03/14/2011 14 Frame/Steel/Bolting/Welding AP TP FULL HT. WALL N. END WAREHOUSE, ROOMS 03/14/2011 34 Rough Electric AP TP 02/28/2011 14 Frame/Steel/Bolting/Welding AP TP T-CLNG GRID 2ND FLR 02/28/2011 24 Rough/Topout AP TP 02/28/2011 34 Rough Electric AP TP CLNG LITES 2ND FLR 02/28/2011 44 Rough/Ducts/Dampers AP· TP DUCTS 2ND FLR 02/24/2011 84 Rough Combo co TP TCLNG 02/23/2011 84 Rough Combo co TP T-CLNG 02/22/2011 84 Rough Combo co TP 02/17/2011 34 Rough Electric AP TP DSB, XFMR, SUB PNLS 02/11/2011 17 Interior Lath/Drywall AP TP STAIR 124, WALL OFFICE/ENG AREAS 1ST FLR 02/07/2011 34 Rough Electric AP TP WALLS COMPLETE OFFICE, ENG AREA 01/31/2011 14 Frame/Steel/Bolting/Welding AP TP STAIR 124 CLNGS, ADA SHOWER CLNGS 01/31/2011 34 Rough Electric AP TP 01/24/2011 11 Ftg/Foundation/Piers WC TP 01/24/2011 12 Steel/Bond Beam AP TP CHAMBER ROOM S.O.G. 01/20/2011 11 Ftg/Foundation/Piers NR TP 01/19/2011 11 Ftg/Foundation/Piers AP TP PAP WALL AROUND PMTR OF CHAMBER ROOM 01/19/2011 12 Steel/Bond Beam AP TP 01/14/2011 17 Interior Lath/Drywall· AP TP 1ST FLR OFFICES, FULL HT. WALLS, STAIR ENCL. 01/13/2011 11 Ftg/Foundation/Piers AP TP CHAMBER ROOM 01/13/2011 12 Steel/Bond Beam AP TP 01/13/2011 17 Interior Lath/Drywall NR TP 01/13/2011 34 Rough Electric PA TP SERVICE REL FOR SHUTDOWN TO SDG AND E 01/06/2011 17 Interior Lath/Drywall AP TP SEE PLAN/CARD FOR ONE SIDE ONLY 12/29/2010 14 Frame/Steel/Bolting/Welding PA TP OFFICE/ENG AREAS 1 ST FLR 12/29/2010 17 Interior Lath/Drywall AP TP DMZ WALL 12/29/2010 34 Rough Electric PA TP OFFICE/ENG AREAS 1 ST FLR 12/21/2010 14 Frame/Steel/Bolting/Welding co TP 12/21/2010 16 Insulation AP TP 12/21/2010 17 Interior Lath/Drywall AP TP 2ND F~R. 1 ST FLR DMZ WALL W/SIDE 12/21/2010 34 Rough Electric AP TP 1ST FLR DMZ WALL W/SIDE 12/20/2010 17 Interior Lath/Drywall CA RB 12/17/2010 16 Insulation AP RB 1ST FLR ONLY 12/17/2010 17 Interior Lath/Drywall PA RB DEMISSING WALL @ VACANT SIDE OK 12/16/2010 14 Frame/Steel/Bolting/Welding NR TP 12/16/2010 16 Insulation PA TP DMZ WALL 12/16/2010 34 Rough Electric NR TP 12/15/2010 14 Frame/Steel/Bolting/Welding AP TP ROOF REING. FOR MECH UNITS 12/15/2010 16 Insulation NR TP 12/14/2010 14 Frame/Steel/Bolting/Welding AP TP 2ND FLR WALLS, 1ST FLR FUSSED WALLS 12/14/2010 24 Rough/Topout AP TP COMPLETE City of Carlsbad Bldg Inspection Request For: 10/11/2011 Permit# CB101886 Inspector Assignment: TP 12/.14/2010 34 Rough Electric AP TP " II II 12/14/2010 44 Rough/Ducts/Dampers WC TP 12/13/2010 14 Frame/Steel/Bolting/Welding PA "TP 2ND FLR OFFICES 12/13/2010 17 Interior Lath/Drywall WC TP 12/13/2010 34 Rough Electric PA TP 2ND FLR OFFICES 12/10/2010 14 Frame/Steel/Bolting/Welding AP TP DMZ WALL 12/10/2010 21 Underground/Under Floor AP TP 12/10/2010 34 Rough Electric WC TP Cltv of Carlsbad · Flnal Bulldlnu lnsnectlon Dept: Building Engineering Planning CMWD Plan Check#: St Lite;;:;:.) ~ 04/26/2011 Permit#: CB101886 PermitType: Tl Project Name: NEMKO USA: 34,000 SF Tl: 5500 Sub Type: IN DUST OFFICE TO OFF/ 4500 SF WAREHOUSE TO OFFICE/ 24 Address: 2210 FARADAY AV #150 Lot: 0 Contact Person: Phone: Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... Inspected ~ /, Date By: ~ Inspected: <;/--ZG-/) Approved:A-Disapproved: __ Inspected Date By: ___________ Inspected: ____ _ Approved: ___ Disapproved: __ Inspected Date By: Inspected: _____ Approved: ___ Disapproved: __ .......................................................................................................................................................... , Comments: ______________________________ _ EsGil Corporation In <Partners nip witn (Jovernment for (]Jui{aing Safety DATE: 12/7/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 101886 PROJECT ADDRESS: 2210 Faraday Ave. PROJECT NAME: NEMKO USA T. I. SET: IV D _A2.E1_I CANT u( JURTS\' D p["pJ\JREVIEWER D FILE ~ 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 codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 12/6 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In fPartnersfiip witn qovernment for (]Jui{aing Safety DATE: 12/3/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 101886 PROJECT ADDRESS: 2210 Faraday Ave. PROJECT NAME: NEMKO USA T. I. SET: III ~,,A:~ANT ~ 0 PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ] 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. IZ] The applicant's copy of the check list has been sent to: Bruce W. Steingraber 24665 Rancho Santa Teresa Ramona, AC 92065 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IZ] Esgil Corporation staff did advise the applicant that the p!an check has been completed. Person contacted: Bruce Steingraber Telephone#: 760-789-3269 Date contacted: p-1 Cbfro (by:~) Fax #: 760-789-2915 Mail /Telephone D REMARKS: Fax v--In Person By: Glen Adamek for David Yao EsGil Corporation ~ GA D EJ D PC 11/24/2010 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ) City of Carlsbad 101886 12/3/2010 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold underlined font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 101886 PLAN REVIEWER: Glen Adamek SET:111 1. 4. GENERAL AND ARCHITECTURAL PME ITEMS 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. The final set of corrected drawings to be reviewed for signing and sealing iust before the permits are to be issued. The "List of Controlled Ssupplies In Safety Lab" and the "Hazardous Materials Inventory Statement" provided are incomplete and unclear. The data does not address the total hazardous materials within the total building. Also, the data provide does not include the type of classification of each of the hazardous materials so the limits can be reviewed. It looks like only the Nemko tenant space was reviewed, so there must be a fire rated control area separation between the other tenant spaces and the Nemko tenant space. Please address. No response provided and the j .. City of Carlsbad 101886 12/3/2010 following information about the proposed hazardous materials have not been addressed. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC 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 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) Clear_ly 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. 5. It looks like only the Nemko tenant space was reviewed, so there must be a fire rated control area separation between the other tenant spaces and the Nemko tenant space. Please address. No response provided. Please address any and all "Control Areas" for the building, both exiting and proposed. 6. It looks like there is no Stationary Storage battery Systems, but still no response provided. No response provided. As per CBC, table 508.2 the incidental use areas for Stationary Storage battery Systems having a liquid capacity of more than 50 gal,lons used for facility standby power, emergency power or uninterrupted power supplies, and for more than 100 gallons liquid capacity, shall be separated from the remainder of the building by a fire barrier and horizontal assemblies. 7. Still no response provided. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " MECHANICAL (2006 UNIFORM MECHANICAL CODE) ENERGY CONSERVATION 12. The drawings show no ventilation and no HVAC systems for the open areas around the equipment in the work areas. Only the Circulating Fans (ceiling fans), CF-1 are shown and they do not provide the required outside air to the area. Please address and correct. The complete corrected energy design packages were not provided. No new MECH-3C forms provided. The MECH-3C forms provided show transfer air to most areas to provided the required outside air amounts, but the energy design and the plans do not show systems to provide the transfer.air as required in the MECH-3C form energy / City of Carlsbad 101886 12/3/2010 design calculations. Please correct. Coordinate the mechanical and the Title 24 outside air design. The·energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121(b)2 & (d). 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. END OF DOCUMENT ., EsGil Corporation In (J!artnersliip witli (}overnment for (}3ui{aing Safety DATE: 11/9/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 101886 SET: II PROJECT ADDRESS: 2210 Faraday Ave. PROJECT NAME: NEMKO USA T. I. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Bruce W. Steingraber 24665 Rancho Santa Teresa Ramona, AC 92065 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: Bruce Stei~r~ber Date contacted:/( /q /f1J (b~) Mail/Telephone Fax /in Person REMARKS: By: David Yao EsGil Corporation ~ GA ~ EJ O PC Telephone#: 760-789-3269 Fax #: 760.:.789-2915 Enclosures: 11/1 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 101886 11/9/2010 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- ·2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing ~o 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. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ENERGY CONSERVATION 9. What is the u-factor (.169) for the west facing wall based upon? 10. What is the source of the transfer air on sheet MECH-3C? 11. Provide plans, calculations and worksheets to show compliance with current energy standards. The latest energy packet was not included with the newly submitted set of plans. 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. City of Carlsbad 101886 11/9/2010 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 101886 PLAN REVIEWER: Glen Adamek SET:11 GENERAL AND ARCHITECTURAL PME ITEMS 1. 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. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 4. No response provided and the following information about the proposed haxardous materials have not been addressed. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC 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 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 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. ·5. No response provided. Please address any and all "Control Areas" for the building, both exiting and proposed. 6. No response provided. As per CBC, table 508.2 the incidental use areas for Stationary Storage battery Systems having a liquid capacity of more than 50 gallons used for facility standby power, emergency power or uninterrupted power supplies, and for more than 100 gallons liquid capacity, shall be separated from the remainder of the building by a fire barrier and horizontal assemblies. 7. No response provided. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2006 UNIFORM PLUMBING CODE) City of Carlsbad 101886 11/9/2010 8. The new water line sizing calculations on sheet P-1, using CPC, Appendix A are incomplete and incorrect. Please correct the following: Correct flush valve urinal fixture units used in the water line sizing calculations as per CPG, Table 6 7. A) Please provide the allowable friction loss per 100 feet of piping, calculations. 1) Show the developed pipe length used from the public water meter to the most distant water fixture. 2) Show the water meter sizes and locations. 3) Show the water meter pressure loss using CPC, Chart A-1 B) The water line sizing calculations do not include the sizing for the flush valve urinals. Please correct. 10. Please provide site plumbing plans showing the public water meter sizes and locations and the water lines from the water meter to the building (show the sizes and routes). Show the private sewer lines leaving the building (show sizes, routes and slopes). The System Sizing on sheet P-1 seems to show each tenant has a separate water and separate sewer system. But it looks like only one water service and one building sewer serves the total building (all tenant spaces). Please correct. 11. The response form the plumber is: "Bruce S." See Arch. But no response provided from Architect? Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). MECHANICAL (2006 UNIFORM MECHANICAL CODE) 12. The complete corrected energy design packages were not provided. No new MECH-3C forms provided. The MECH-3C forms provided show transfer air to most areas to provided the required outside air amounts, but the energy design and the plans do not show systems to provide the transfer air as required in the MECH-3C form energy design calculations. Please correct. Coordinate the mechanical and the Title 24 outside air design. The energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121(b)2 & (d). 14. The Circulating Fans (ceiling fans), CF-1, do not provide mechanical ventilation. Please provide required mechanical ventilation in the areas where the (ceiling fans), CF-1 are installed. Please provide Cut-sheets for the proposed CF-1, Circulating Fan Systems. 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. END OF DOCUMENT EsGil Corporation· In (J'artnersfzip witfz (}overnment for <Bui{aing Safety DATE: 10/25/2010 40/22/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 101886 PROJECT ADDRESS: 2210 Faraday Ave. SET: Ia D APPLICANT ~ D 15CAl'JREVIEWER D FILE PROJECT NAM_E: NEMKO USA T. I. *Added the plumbing and mechanical list* D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ 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 ls enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Bruce W. Steingraber 24665 Rancho Santa Teresa Ramona, CA 92065 e-mail: bwsaia@hughes.net 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: Bruce Steingraber Telephone#: 760-789-3269 Date contacted: ,olz.s/,1.J (by:jC-) Fax #: l Mail.,...-Telephone-._..-Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation ~ GA ~ EJ O PC 10/14 9320 Chesapeake Drive, Suite 208 + San_ Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 101886 10/25/2010 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 101886 OCCUPANCY: B/S1 TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: unlimited SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/25/2010 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: office/warehouse ACTUAL AREA: STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/14 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 neec:f 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 101886 10/25/2010 • GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one · of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fite 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 Departrhent 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. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. 2. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.7(1) and 307.7(2). 3. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables .307.7(1) and 307.7(2) possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.7. 4. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. It is hard to tell the difference between the different walls. (special between new and existing wall). Are all the office in the first and second floor new? All the existing concrete walls are at exterior and existing stair only? • FIRE BARRIERS 5. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: City of Carlsbad 101886 10/25/2010 a) 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. ROOM OR AREA SEPARATION ANP/OR PROTECTION Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing feet svstem • EXITS 6. Please provide an exit analysis plan (may be 8 1 /2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section A 106.1.2. • MISCELLANEOUS LIFE/SAFETY 7. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: . a) All ceilings shall use a Heavy Duty T-bar grid system. b) . The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft. 2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c.). f) Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. g) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 8. Guards (Section 1013): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607. 7. City of Carlsbad 101886 10/25/2010 • ACCESSIBILITY 9. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 10. The calculation provided shows 3 feet retaining wall. The max. height shall be specified on the detail. 11. The calculation provided is for 1 0/SD1 only. Provide calculation to shows 11/SD1 is adequate. (different retaining wall height?) 12. Please refer to the following corrections for electrical and energy items. 13. The corrections for mechanical and plumbing will be followed. 14. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 15. 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 16. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8.58/560-1468, 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. ELECTRICAL and ENE~GY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. Both the new electrical service room and the tenant distribution board room doors will require panic hardware. Please address on the plans: If new hardware is to be installed, Note so on the architectural schedule, if existing, specify so on the plans. City of Carlsbad 101886 10/25/2010 2. Specify on the single line diagram what is going to be used for the separately derived (500 KVA transformer) grounding electrode. 3. Describe the egress/exit lighting in the existing lobby area. 4. Back up egress lighting required at the exterior landings of required exits. CBC 1006.3 5. If that's new lighting on sheet E2.3, small circles, complete th~ design. 6. Describe, on the floorplans, any locations that require special wiring methods: classified, dust-tight, rain-tight, etc. 7. Include the service bus rating on the single line diagram. 8. Describe the water supply system and the service bonding with the single line. I'm concerned that the service is bonded adjacent to the water piping in the unimproved Suite making this tenant improvement water supply possibly unbonded. ENERGY CONSERVATION 9. What is the u-factor (.169) for the west facing wall based upon? 10. What is the source of the transfer air on sheet MECH-3C? 11. Provide plans, calculations and worksheets to show compliance with current energy standards. The L TG design has not been submitted. 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. PLUMBING AND MECHANICAL CORRECTIONS ~ JURISDICTJON: CARLSBAD t PLAN REVIEVr' NU1\1BER: 101886 PLAN REVIEWER: Glen Adamek DATE: 10/21/2010 SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. 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. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. City of Carlsbad 101886 10/25/2010 2. The General Note #23 on sheet T1 does not show the current fire code. As of the first day of 2010 the correct current fire code is the 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. Not the Uniform Fire Code (UFC). 3. The General Note #28 on sheet T1 does not agree with the current Code. Please provide data on the proposed hazardous materials. 4. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC 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 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 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. · 5. Please address any and all "Control Areas" for the building, both exiting and proposed. 6. As per CBC, table 508.2 the incidental use areas for Stationary Storage battery Systen1s having a liquid capacity of more than 50 gallons used for facility standby power, emergency power or uninterrupted power supplies, and for more than 100 gallons liquid capacity, shall be separated from the remainder of the building by a fire barrier and horizontal assemblies. 7. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 8. Correct flush valve urinal fixture units used in the water line sizing calculations as per CPC, Table 6-7. 9. The plans show the existing water and drainage loading is much larger than the values shown on sheet P-1 in the System Sizing. Please correct. City of Carlsbad 101886 10/25/2010 10. The System Sizing on sl1eet P-1 seems to show each tenant has a separate water and separate sewer system. But it looks like only one water service and one building sewer serves the total building (all tenant spaces). Please correct. 11. Provide-calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). MECHANICAL (2006 UNIFORM MECHANICAL CODE) 12. The MECH-3C forms provided show transfer air to most areas to provided the required outside air amounts, but the energy design and the plans do not show systems to provide the transfer air as required in the MECH-3C form energy design calculations. Please correct. Coordinate the mechanical and the Title 24 outside air design. The energy calculations do not match the mechanical schedule. UMC 403.0 _& Title 24 121(b)2 & (d). 13. Provide smoke detection in the _supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 14. Please provide Cut-sheets for the proposed CF-1, Circulating Fan Systems. 15. Provide exhaust ventila~ion as per UMC, Section 403.7 and Table 4.4. Plans show no exhaust fans for upper floor level Janitor's Room. 16. Please detail roof access to roof mounted HVAC equipment. CMC 904.10.3.3. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Gren 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. 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 1134B.2. These requirements apply ·as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. City of Carlsbad 101886 10/25/2010 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. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. ACCESSIBLE PARKING 2. Show that accessible parking spaces comply with Section 11298.3.1 as follows: a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14' space for each space, two_spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18' in depth. 3. At least one in every 8 accessible parking spaces (but not less than one) shall be $erved by an access aisle z96" in width and designated as VAN ACCESSIBLE, per Section 11298.3.2. 4. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 11298.3.3. 5. Show, or note, that an adc;litional sign shall also be posted in a conspicuous place at each e!7trance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be z17" x 22" with lettering not :51" in height. Per Section 11298.4 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning ______ " City of Carlsbad 101886 10/25/2010 • MULTIPLE ACCOMMODATION SANITARY FACILITIES (Show existing bathrooms comply with the flowing dimensions) FLUSH PCTNATOR ON WIDE SIDE-- 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN. 54" MIN. 36" MIN. RAB BAR r--- 1 I I 60" x 60" I LEVEL AND CLEAR I I 60"MIN. 42"MIN. GRABBAR --, . I // I 1 34" I MIN. CLEAR I / /18" MIN. 60"MIN. DIAMETER \ CLEAR / \'-. / ___ ,.,,., .------30" X 48"-i CLEAR SPACE I I . L __ _ 44" MIN. CLEAR 0 <O 6. 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 11158.3.1. City of Carlsbad 101886 10/25/2010 7. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 1115B.3.1.2. 8. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1.4: a) ~32" clear space from a wall at one side. b) The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) ~60" is required for side opening doors. e) Grab bars shall not project more than 3" into the clear spaces indicated. 9. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) ~34" clear opening width when located at the side ofthe compartment. 10. The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 1115B.3.1.4.5. Additionally, such doors shall have a clear space of not less than 48" as measured at right angles to the door in its closed position. 11. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-2A. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance o·pening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-2B. iii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11 B-2C. b) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. City of Carlsbad 101886 10/25/2010 i) Controls in a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A. ii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in sh_ower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. • GENERAL ACCESSIBILITY REQUIREMENTS • 'ACCESSIBLE SINKS 12. Per Section 1117B.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. 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-closing valves are allowed if the faucet remains open for at least 10 seconds. END OF DOCUMENT ,., City of Carlsbad 101886 10/25/2010 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 101886 DATE: 10/25/2010 BUILDING ADDRESS: 2210 Faraday Ave. BUILDING OCCUPANCY: B/81 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier T.I. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I ,.. J Plan Check Fee by Ordinance M Type of Review: 0 Complete Review D Repetitive Fee =8 Repeats Comments: · D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: VB Reg. VALUE Mod. per city D Structural Only ____ ,Hr.@• ($) 1,190,000 1,190,000 $4,035.191 $2,622.871 . $2,259.111 Sheet 1 of 1 macvalue.doc + ,, PLANNING/ENGINEERING APPROVALS PERMIT NUMBER c/J / U / /~/(fr DATE (6 if ~1/ 0 ADDRESS l,{D RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR < < $17,000.00) OTHER AMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING ---------------- PLANNER DATE ------------- ENGINEER K. Lawrence DATE -----t----t-................ _.,_ __ ~ ~ (3AJ__ oocs/Misforms/Planning Engineering Approvals -: ;;\I ' "'·: , ,, , . -;j , -;,, I . ·. --_J ~-is· 2lArii jr,,ri fl"' lf S--m:i/ i trH •. X t C -= · Cs:, I , ':,_, I -~Cfiu_M r Lu!f.f'2 ' I. /C\,O X /0 Cb .. 11..e-::: \~1 / "3~ · ~~ V ~V-f-~ .. \) -~ \_\ s~ t--°& Y----I '-f t) -:::: 3 ofD. - / y S~[l)) I °o o---u -------z,_ ~ -w~--- _ 1 ;: t --i 1 ~\ JI ~ :; 0 ' ~ . , , ' l '::> V ;'-J , \ ~ , _---========:::-·-, '. \ _· ~-, l '" l U,.L, ' • -< •• ' ____ ,...., --~z_--~-:-: '-I-/09>~ ---. x_ -i c;;. 7 .(o, 2.i=::· .· ?,-~~! y ~ -::: -~ 2}-/ t;; -or c;m ' ~ l(, Go C)\..LcL;t ' ~ /.Le, /t,v _: { ~ ?--: ~ ~ T a-(J_ Cie,i 1 . 3oro~. ~a-· v ..____ ' . . . 9 33:?.~Uc./ ~DD. ~DD ~DD ~DD i:gJ D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB101886 Address 2210 FARADAY AV Planner GINA RUIZ Phone ...... (7-=6=0)'--'6=0=2-_4.:..::6'-'-7-=-5 ______ _ APN: 212-120-55-00 Type of Project & Use: Tl Net Project Density: DU/AC · Zoning: C-M General Plan: Pl Facilities Management Zone: __ CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: 12!:] Item Complete @item Incomplete -Needs your action Environmental Review Required: YES D NO IZI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO IZ! TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval?-If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO 0 CA Coastal Commission Authority? YES O NO .cgj_ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego; CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO IZI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, A~tivity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO 1Z1 (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 ~~n: ~~ o~ 00D SEE ADDITONAL COMMENTS BELOW Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO ~ 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ · Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ 5. Parking: Spaces Required _jp!_ Shown NOT SHOWN CORRECTLY 3tD" (breakdown by uses for commercial and industrial projects required) (§ Residential Guest Spaces Required __ Shown __ 0 ~0 . Additional Comments #1. SECTION A IS MISSING FROM SHEET A1, PLEASE ADD. #2. THE PARKING BREAKDOWN IS NOT SHOWN CORRECTLY. PLEASE SHOW THE TOTAL REQUIRED FOR THE ENTIRE BUILDING CURRENT USES AND A BREAKDOWN OF TOTAL PROVIDED. SEE EXAMPLE FOR MORE INFORMATION. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ~ DATE ttjtr-!fr H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 Page: 1 of 4 Plan Checker: Daryl K. James Recheck Date: 12/8/201 O BLDG. DEPT COPY T. {760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Bruce bwsaia@hughes.net PROJECT NAME: Nemko USA JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2210 Faraday Ave. Ste. 170 PROJECT DESCRIPTION: 08101886 Tenant Improvement INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To expedite the recheck process, please note on this list (or copy) how and where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc • CORRECTIONS OR MODIFICATIONS TO THE PLANS MUST BE CLOUDED AND PROVIDED WITH NUMBERED DELTAS AND REVISION DATES. • PLEASE SEND OR DELIVER REVISED PLANS WITH ESGIL COMMENTS DIRECTLY TO: Daryl K. James 205 Colina Terrace Vista, CA 92084 -v T1 Project Data -v DENOTE REVISION DATE ON REVISED SHEETS -v Site Address: Add Suite designation to project address -v Occupancy Groups: There is a discrepancy with General Note 23. (S~1 or S-2?) -,,/ Denote square footage for each occupancy group listed. PROVIDED -,,/ DENOTE ANY ACCESSORY OR INCIDENTAL USE AREAS. NOT DENOTED. Not applicable. EXPAMPLE: ADDRESS REQUIREMENTS OF CBC SECTION 508.2 AND CFC SECTION 608 FOR STATIONARY STORAGE BATTERY SYSTEMS. No storage battery systems. -,,/ Denote square footage for mezzanine. Is the mezzanine existing? -v Governing Code: List the following applicable codes: -v REVISE ALL CODE REFERENCES THROUGHOUT THE SHEETS TO 2007 APPLICABLE CODE SECTIONS. -,,/ GENERAL NOTES -,,/ REVISE THE FOLLOWING NOTES: NOT REVISED TO 2007 CBC AS REQUESTED. 16. VERIFY 3A40 EVERY 8000 SF 22. REVISE TO CBC.901.3 AND 2002 NFPA 13. 23. REMOVE REFERENCES TO CFC APEND/XES 27. DELETE 2007 /BC 29. ADD 2007 CFC -v Project Block Revise the street address in the Project Block on all sheets. -,,/ Deferred Items List Fire Sprinkler Submittal in accon;lance with 2002 NFPA 13 List Fire Alarm Submittal in accordance with 2007 NFPA 72 Page 2 of 4 ...J SCOPE OF WORK PROVIDE A DESCRIPTION OF WORK FOR THIS PROJECT. WAREHOUSE TO OTHER USES, AS DENOTED ON PERMIT APPL/CFATJON, DOES NOT MATCH THE SCOPE OF WORK UNDER PROJECT DATA. IND/CA TE WHETHER REMAINING WAREHOUSE AREA JS NOT A PART OF THIS PROJECT, AND WILL REMAIN UNUSED ON ALL FLOOR PLANS WHEREVER THE WAREHOUSE JS SHOWN IN ORDER TO PROVIDE A RECORD FOR THE FIRE OFFICIAL DURING FINAL INSPECTIONS AND SUBSEQUENT ANNUAL INSPECTIONS . ...J Provide demolition plans. CLEARLY INDICATE THE AREAS WHERE THE REVISED SCOPE OF WORK WILL OCCUR . ...J Is the mezzanine existing? If so, are there any changes to the area size of the mezzanine? ...J A1 Site Notes REVISE THE FOLLOWING NOTES: 3, 4, 6, 10, 17, 18 & 21 TO 2007 CODES. NOT REVISED TO 2007 CBC FOR EXAMPLE, NOTE 4. THE TABLES NEED TO BE REVISED TO 307.1(1) & 307.1(2). A4 °'.T LABEL ALL DOORS, NEW AND EXISTING AND COORDINATE WITH DOOR AND HARDWARE SCHEDULE. All doors are openable from the egress side without the use of a key, special knowledge or effort . ...J Provide an egress analysis showing a path of egress AND TRAVEL DISTANCE from all areas to a public way. PROVIDE SQUARE FOOTAGE, OCCUPANCY CLASS, OCCUPANT LOAD FACTOR AND OCCUPANT LOAD ...J FOR ALL ROOMS/AREAS IN ACCORDANCE WITH CBC 1004.1.1. PROVIDE ON FLOOR PLANS. NOT PROVIDED ON 81/2X11 SHEET ~ DENOTE REQUIRED EXIT WIDTH AND ACTUAL EXIT WIDTH PROVIDED. (TYPICAL MINIMUM WIDTH OF AN EXIT DOOR) ALSO DENOTE WIDTH ON A 11 (DOOR TYPES. Adequate door width shown on schedule . ...J Specify whether corridors are fire rated. Non Rated ~ IND/CA TE WHETHER REMAINING WAREHOUSE AREA JS NOT A PART OF THIS PROJECT, AND WILL REMAIN UNUSED, IN ORDER TO PROVIDE A RECORD FOR THE FIRE OFFICIAL DURING FINAL INSPECTIONS AND SUBSEQUENT ANNUAL INSPECTIONS. Wall Legend ...J Please clearly denote existing rated walls on the floor plans. Wall legend symbols are difficult to detect on floor plan. Are there any new rated walls? PROVIDE A REFERENCE TO SHEET A-9 FOR NEW RATED STAIRWAY WALLS. If rated assemblies are penetrated, provide listing for fireproof materials and compliance with damper requirements in accordance with CBC 716. Denoted on RFP and stairway details . ...J Research & Development and all areas other than business offices, confe_rence rooms, lobby, rest rooms and break rooms. Provide a hazardous materials inventory list of all hazardous materials stored and used within the building. List must include chemical name, hazardous materials classification, amount stored and location of storage, amount used (open and closed use) and location used. Include descriptive narrative of research and development operations and address conditions specific to the storage, use and handling of materials and equipment. The response to this comment indicates no hazardous materials storage stored or used. This contradicts sheet a1 note 4 which states no hazardous materials will be stored or used within the building which exceed the quantities listed in CBC 2007 tables 307.7(1) and 307.7(2) this indicates that there will be storage and use of materials, which are listed in the tables. --J PLEASE DESCRIBE WHAT OCCURS IN EACH ROOM/AREA. ADDRESS THE FOLLOWING COMMENTS AS REQUESTED BELOW OR PROVIDE A FIRE PROTECTION TECHNICAL OPINION & REPORT PREPARED BY A CARLSBAD QUALIFIED CONSULTANT TO ADDRESS CBC, CFC AND CMC C_OMPLIANCE TO DETERMINE THE ACCEPTABL/TY OF TECHNOLOGIES, PROCESSES, PRODUCTS, FACILITIES, MATERIALS AND USES ATTENDING THE DESIGN, OPERATION OR USE OF THE BUILDING SUBJECT OT INSPECTION BY THE FIRE CODE OFFICIAL. SEE CFC SECTION 104.7.2. NOT ATTACHED AS IND/CA TED Page 3 of 4 '1 HMIS • AS STATED ON THE HMIS, ALL MATERIALS WILL BE STORED, AND USED WITHIN THE SAFETY LAB. PLEASE DENOTE LOCA T/ON OF SAFETY ON THE FLOOR PLAN. • FOR EACH PRODUCT LISTED ON THE HMIS, DONOTE THE AMOUNT OF PRODUCT AND THE AREA IN WHICH THE PRODUCT IS STORA GED, DISPENSED, IN OPEN-USE AND IN CLOSED USE. • REVISE ALL COLUMNS ON THE HMIS, WHICH ARE RELEVENT TO THE FOLLOWING EXAMPLE. EXAMPLE: IT IS SHOWN THAT THERE IS 1 PINT OF ETHYL ALCOHOL IN STORAGE, 1 PINT IN CLOSED USE AND ONE PINT IN OPEN USE. THIS TOTALS 3 PINTS. PLEASE VERIFY THAT THERE ARE 3 PINTS OF ETHYL ALCOHOL OR REVISE. • PROVIDE THE 2007 CALIFORNIA FIRE CLASSIFICATIONS, USING THE MSDS SHEET FOR EACH PRODUCT IN ACCORDANCE WITH CFC APPENDIX E. • PROVIDE THE AGGREGATE TOTAL AMOUNT OF EACH HAZARD CLASS/FICA TION. • PROVIDE REFERENCES TO CODE SECTIONS AND TABLES AND DEMONSTRATE THE METHOD OF COMPLIANCE WITH REFERENCED SECTIONS WILL BE APPLIED. • COORDINATE METHODS OF COMPLIANCE WITH MEP SHEETS. • DESCRIBE HOW THE PRODUCT IS USED IN CLOSED AND/OR OPEN USE. • DETAIL THE METHOD AND LOCATION IN WHICH PRODUCTS ARE DISPENSED. • SPECIFY THE PROVISIONS FOR SPILL CONTROL AND VENTILATION AND ALL APPLICABLE CALIFORNIA CODE REQUIREMENTS. '1 EQUIPMENT PROVIDE AN EQUIPMENT LAYOUT PLAN WITH A DESCRIPTION/FUNCTION OF ALL EQUIPMENT AND MANUFACTURE'S SPECIFICATIONS AND U.S. LISTINGS. Not required for this review . ..J WAREHOUSE, SHIPPING & RECEIVING ..J VERIFY THAT WAREHOUSE AREA WILL NOT BE USED FOR ANY PURPOSE INCDLUD/NG STORAGE AND STA TE SO ON ALL APPLICABLE FLOOR PLANS. Warehouse area will be separated by a demising wall to /ease . ..JA5 General Notes Revise code references to 2007 California Codes. i.e. Note 3. 1003.2.9 is no longer in the CBC. Means of illumination is now in CBC Sec. 1006. Okay ..J REVISE CODE REFERENCE FROM, CBC1003.2.8.2 TO 1011.1. NOTE 4. NOT REVISED A-9 ..J PLEASE IND/CA TE RATED WALL ASSEMBLIES WHERE APPLICABLE. PROVIDE LISTED DESIGN NUMBERS OR ICC REPORT OR REFERENCE TO CBC TABLE 720.1 ITEM NUMBER FOR RATED ASSEMBLIES. PROVIDE RATED WALL DETAIL FOR NEW STAIRWAYS . ._/ A-11 Door and Window Notes '1 13. Revise note. See 2007 CBC Section 1008.1.8.3 which is applicable only to main exit door with a sign stating: This Door To Remain Unlocked When Building Is Occupied . ..J 16. Revise code sections to 2007 CBC ..J 17. Revise code section to 2007 CBC section 715.4.3 '1 Door Schedule Legend ..J DENOTE DOOR HEIGHTS AND WIDTHS. To add N5 to remarks for rated doors over the counter . ..J If new stairways are one hour-rated, the door assembly must be rated per CBC 1020 and CBC Table 715.4. · Rated door must be self or automatic closing. Add to door notes . ..JE2.0 ..J Provide penetration of rated assembly detail. Include listing for method of fireproofing. NOT APPLICABLE. '1E4.0 ..J Provide symbol for duct-mounted smoke detectors. Coordinate with Electrical Legend on E5.0 PROVIDED ._/ EG.O Provide manufacturer's specifications (cut sheets) for generator. NOT a Generator Page 4 of4 ·-v E7.1 & E7.2 PLEASE CLARIFY WHY THESE SHEETS HA VE BEEN EL/MIT A TED. Panels elemnated -v Sheet M1.1 Denote air moving units >2000cfm on schedule. Coordinate with location on plans. -v Sheet M1 .2 & M2.2 Drawing Note 3 . ..,J PROVIDE CALIFORNIA STATE FIRE MARSHAL LISTING SHEET FOR -DSD. CUT SHEET PROVIDED. PLEASE PROVIDE LISTING SHEET ISSUED BY THE OFFICE OF THE CALIFORNIA STA TE FIRE MARSHAL. -v Floor Plans Denote rated assemblies on floor plans. Provide detail for fire proofing and listing for method. Proposed smoke fire damper must be operated by smoke detectors installed in accordance with CBC 716.3.2.1. Add this note to the sheet. -v M2.3 -v Denote locations of DSD on roof plans. Coordinate with E4. 'V f:1 Denote the location of the fire sprinkler riser on the site plan. DENOTED -v P-2 Denote the location on the fire sprinkler riser on the floor plan. DENOTED ..,/ASPER TOM HARRINGTON, MECHANICAL ENGINEER, REVISED DRAWINGS SHOWING CFM FOR THE USE OF FLAMMABLE LIQUIDS WERE TO BE INCLUDED IN THIS SUBMITTAL. Attached l ... CORRECTION LIST II / Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 Page:...1-Qf..1 Plan Checker: Daryl K. James Date: 11/Q7lf_,fill,OJ)G. DEPT COPY T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Bruce bwsaia@hughes.net PROJECT NAME: Nemko USA JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2210 Faraday Ave. Ste. 170 PROJECT DESCRIPTION: CB101886 Tenant Improvement INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. ·• To expedite the recheck process, please not$ on this list (or copy) how and where each correction item has been addressed, 'i.e, sheet number, note number, detail number,. legend number, etc • CORRECTIONS OR MODIFICATIONS to: THE PLANS·MUST BE CLOUDED AND PROVIDED WITH NUMBERED DELTAS AND REVISION DATES., • PLEASE SEND OR DELIVER, REViSED .. PLANS Witf(ESGIL c6ivrnitENiS DiREC'rl v to: Daryl K. Jarnei · · · · · · · 205 Colina Teri'ac~ .Vista, CA .92084 Please direct any questions regarding this review directly to: Daryl K. James T1 Project Data ---J Site Address: Add Suite designation to project address -.J Occupancy Groups: There is a discrepancy with General Note 23. (S-1 or S-2?) Denote square footage for each occupancy group listed. NOt PROVIDED Denote an accessory or incidental use areas. NOT-DENOTED -.J Denote square footage for mezzanine. Is the mezzanine existing? Governing Code: List the following applicable codes: -.J 2007 California Administrative Code (CAC ...................... (Part 1, Title 24, CCR) 2007 California Building Code (CBC), Volumes 1 and 2 ....... (Part 2 Title 24 CCR) (2006 Edition International Building Code with 2007 California Amendments) 2007 California Electrical Code (CEC)............ .. . . . . . . . . . . . .. . Part 3, Title 24, CCR) (2005 Edition National Electrical Code with 2007 California Amendments) 2007 California Mechanical Code (CMC)............ .. . . . . . .. . . . (Part 4, Title 24, CCR) (2006 Edition IAPMO Uniform Mechanical Code with 2007 California Amendments) 2007 California Plumbing Code (CPC) ............................ (Part 5, Title 24, CCR) (2006 Edition IAPMO Uniform Plumbing-Code with 2007 California Amendments) 2008 California Energy Code ......................................... (Part 6, Title 24, CCR) (2006 Edition California Energy Commission Building Energy Efficiency Standards) 2007 California Fire Code (CFC) .................................... (Part 9, Title 24, CCR) (2006 Edition International Fire Code with 2007 California Amendments) Revise all code references throughout the sheets to the applicable codes above. NOT REVISED''THROUGHOl,JT General Notes Revise the following notes: 16, 22, 23, 27, & 29. NOT REVISED TO 2007 CBC -sJ Project Block · Revise the street address in the Project Block on all sheets. -sJ Deferred Items List Fire Sprinkler Submittal in accordance with 2002 NFPA 13 List Fire Alarm Submittal in accordance with 2007 NFPA 72 Scope of work Page 2 of 4 Provide a description of work for this project. SCOPE DOES NOT INCLUDE WAREHOUSE TO OTHER USES -sJ Provide demolition plans. -sJ Clearly indicate the areas where scope of work will occur. -sJ Is the mezzanine existing? If so, are there any changes to the area size of the mezzanine? A1 Site Notes Revise the following notes:3, 4, 6, 10, 17, 18 & 21 to 2007 Codes. NOT REVISED TO 2007 CBC A4 -sJ Provide an egress analysis showing a path of egress and travel distance from all areas to a public way. Provide square footage, occupancy class, occupant load factor and occupant load for all rooms/areas in accordance with CBC 1004.1.1. PROVIDE ON i=lOOR PLANS. NQT PROV/DEE;) ON 81/2 X 1.1 SHEE.T Denote required exit width and actual exit width provided. (TYPICAL MINIMUM WIDTH OF A.N EXIT DOOR) ALSO DENOTE WIDTH ON A11 (DOOR TYPES). -sJ Specify whether corridors are fire rated. Wall Legend Please clearly denote existing rated walls on the floor plans. Wall legend symbols are difficult to detect on floor plan. Are there any new rated walls? Provide a reference to Sheet A-9. If rated assemblies are penetrated, provide listing for fireproof materials and compliance with damper requirements in accordance with CBC 716. DENOTE REFERENCE TO A9 Dl=_TA'JL OF RATED ASSEMBLY. Research & Development and all areas other than business offices, conference rooms, lobby, rest rooms and break rooms. Provide a hazardous materials inventory list of all hazardous materials stored and used within the building. List must include chemical name, hazardous materials classification, amount stored and location of storage, amount used (open and closed use) and location used. Include descriptive narrative of research and development operations and address conditions si:,ecific to the storage, use and handling of materials and equipment. THE RESPON$E.TO~tRis·coMMENT JNbicATES N(i HAZARDbUS);efATERJALS STORAGE STORED OR :LJSED. THIS CONTRADICTS SHEET A1' NOTE 4 WHICH STA.TES NO HAZARDOUS MATERIALS WILi-BE STORED OR lJSED WITHIN THE BU/Lb(NG WHICH EXCE!=D THE· QUANTITIES L/STeD IN ·CBC 2007 TABLES ,307.:7(1) AND.307.7(2) (THE TA-13,LES A.RE 307.1(1) & 307'.1.(2) AND·NEED TO BE REVISE[)). Ti-llS '.f f~f:;.Esp[;;;Ert:i~,~~~ ~fR:t:trit~Z 1:gHzrc:t~~~:::t: :~~:o:~~t';~~EbN Br:: CARLSBAD QUALIFIED CONSULTANt .TO ADDRESS ALL MATERIALS STORED AND IN US/; IN ORDER TO VERIFY NOTE 4, SHEET Al. . Equipment Provide an equipment plan with a description/function of all equipment and manufacture's specifications and listings. NOT PRQVJDED tn1;3· requirement to-provide a-i=fre.ProfectTo-n fecfinlcal Opinfo~n . &-Report ·prepared by a Carlsbad qualified consultant will be· determined upon prelimJnary,_ analysis oftl;le· storag_e.,_ use _and. hc!ndling -of hazprdous materials ·and equipment.arid. dEl~c,riptiX~ r:1t;1_rratly(:}.! Page 3 of 4 Warehouse, Shipping & Receiving Provide a detailed description-and pl~n for ·storage cqnditions in the-warehouse, and in the shipping and receiving area. The requirement to provide a Fire Protection Technical Opinion & Report prepared by a Carlsbad qualified consultant will be determined upon-preliminary analysis of storage condition$. Verify the occupancy is an S-1. 'THISCOMMENT HAS NOT BEEN ADDRESSED .. THE RESPONSE INDICATES NO RACKING IN :WAREHOUSE OR SHIPPING AREA. ARE PRO!)UCTS STORED IN THE WAREHOUSE AND STAGED FOR SHIPPING? AS General Notes Revise code references to 2007 California Codes. fjoti:fE-'IISED i.e. Note 3. 1003.2.9 is no longer in the CBC. Means of illumination is now in CBC Sec. 1006. A-9 PLEASE -INDICATE RA TED WALL ASSEMBLIES WHERE APPL,iCAeLE. PROVIDE l.,.ISTED -DESIGN NUMBERS OR ICC REPORT OR REFERENCE -J:O _·CBC TABLE 720.1 ITEM NUMBER FOR RATED ASSEMBLIES~ A-11 Door and Window Notes 13. Revise note. See 2007 CBC Section 1008.1.8.3 which is applicable only to main exit door with a sign stating: This Door To Remain Unlocked When B.~ilqi!l_g_ L~ 9.9c,~pied. f,IQT REVISED 16. Revise code sections to 2007 CBC NOT REVISED. - --/ 17. Revise code section to 2007 CBC se~tion 71.5.4.3 Door Schedule Legend Coordinate Frame Material and Notes designations with Door Schedule. NOTE N2 REFERENCES INCORRECT ·coOE .SECTION. PLEASE RE\liSE. FRAME·MATERiAI;. "M 11 DENOTES METAi:.. U.L. APPROVED RATED. REVISE FRAME MATERIAL ON; DOOR SCHEDULE. FOR RATED DOORS. REFERENCING-CBC SECTION 1020, JUSTIFY 20 MINUTE RATED DOORS. :DENOTE DOOR HEIGH-TS AND WIDTHS --/ If new stairways are one hour-rated, the door assembly must be rated per CBC 1020 and CBC Table 715.4. Rated door must be self or automatic c!osing. Add to door notes. -VE2.0 . ../ Provide penetration of rated assembly detail. Include listing for method of fireproofing. NOT APPLICABLE . ../E4.0 -v Provide symbol for duct-mounted smoke detectors. Coordinate with Electrical Legend on E5.0 E6.0 Provide manufacturer's specifications (cut sheets) for generator. -Nbt PR-OWDED E7.0, E7.1 & E7.2 · Denote lock on devices ,'N6TD,_ENQ_TJE_D "Sheet M1.1 Denote air moving units >2000cfm on schedule. Coordinate with location on plans. Sheet M1 .2 & M2.2 Drawing Note 3. Provide California State Fire Marshal listing sheet for DSD. CUT SHEET PROVIDED .. Pt.EASE PROVIDE LISTING SHEET ISSUED BY TH'g OFFiCE OF THE CALIFORNIA STATE FIRE MARSHAL. " Floor Plans Denote rated assemblies on floor plans. Provide detail for fire proofing and listing for method. Proposed smoke fire damper must be operated by smoke detectors installed in accordance with CBC 716.3.2.1. Add this note to the sheet. Provide penetration of rated assembly detail. Include listing for method of fireproofing. Page 4 ot4 . ' --/ M2.3 Denote locations of DSD on roof plans. Coordinate with E4.0 P-1 Denote the location of the fire sprinkler riser on the site plan. •NOTDE.NCJTEO P-2 Denote the location on the fire sprinkler riser on the floor plan. NOT DENOTED CORRECTION LIST Daryl K. James & Associates, Inc. 205 Colina Terrace Page:_ ..1...Qfj_ Plan Checker: Daryl K. James Date: 10/16/2010 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net BLDG. DEPT COPY APPLICANT: Bruce bwsaia@hughes.net PROJECT NAME: Nemko USA JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2210 Faraday Ave. Ste. 170 PROJECT DESCRIPTION: CB101886 Tenant Improvement INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To expedite the recheck· process, piease· i:iote-on this iist.(or copy) how ·and where-.each correction -item has been .addressed, i.e. sheet number, note ·number, detail .number, · legend number, etc Corrections. or modifications to the plans must be clouded and provided with numbered deltas and revision dates. PLEASE $END OR DELIVER REVISE:p PLANS WITH_ ESGIL COMM,ENTS_DIRECTLY TO: Daryl K. James 205 Colina terrace Vista, CA 92084 • Please direct any questions regarding this review directly to: Daryl James at kitfire@sbcglobal.net or 760-724-7001. T1 Project Data Site Address: Add Suite designation to project address Occupancy Groups: There is a discrepancy with General Note 23. (S-1 or S-2?) Denote square footage for each occupancy group listed. Denote an accessory or incidental use areas. Denote square footage for mezzanine. Is the mezzanine existing? Governing Code: List the following applicable codes: 2007 California Administrative Code (CAC ...................... (Part 1, Title 24, CCR) 2007 California Building Code (CBC), Volumes 1 and 2 ....... (Part 2 Title 24 CCR) (2006 Edition International Building Code with 2007 California Amendments) 2007 California Electrical Code (CEC)............................ Part 3, Title 24, CCR) (2005 Edition National Electrical Code with 2007 California Amendments) . 2007 California Mechanical Code (CMC):.. ... . .. .. . . .. ... .. . .. . (Part 4, Title 24, CCR) (2006 Edition IAPMO Uniform Mechanical Code with 2007 California Amendments) 2007 California Plumbing Code (CPC) ............................ (Part 5, Title 24, CCR) (2006 Edition IAPMO Uniform Plumbing Code with 2007 California Amendments) 2008 California Energy Code ......................................... (Part 6, Title 24, CCR) (2006 Edition California Energy Commission Building Energy Efficiency Standards) 2007 California Fire Code (CFC) .................................... (Part 9, Title 24, CCR) (2006 Edition International Fire Code with 2007 California Amendments) Revise all code references throughout the sheets to the applicable codes above. General Notes Revise the following notes: 16, 22, 23, 27, 28 & 29. Project Block Revise the street address in .the Project Block on all sheets. Deferred Items List Fire Sprinkler Submittal in accordance with 2002 NFPA 13 List Fire Alarm Submittal in accordance with 2007 NFPA 72 Scope of work Provide a description of work for this project. Provide demolition plans. Clearly indicate the areas where scope of work will occur. Page Lot L Is the mezzanine existing? If so, are there any changes to the area size of the mezzanine? A1 Site Notes Revise the following notes:3, 4, 6, 10, 17, 18 & 21 to 2007 Codes. A4 Provide an egress analysis showing a path of egress and travel distance from all areas to a public way. Provide square footage, occupancy class, occupant load factor and occupant load for all rooms/areas in accordance with CBC 1004.1.1. Show path of egress from all areas to a public way. Denote required exit width and actual exit width provided. Specify whether corridors are fire rated. Wall Legend Please clearly denote existing rated walls on the floor plans. Wall legend symbols are difficult to detect on floor plan. Are there any new rated walls? Provide a reference to Sheet A-9. If rated assemblies are penetrated, provide listing for fireproof materials and compliance with damper requirements in accordance with CBC 716 .. Research & Development and all areas other than business offices, conference rooms, lobby, rest rooms and break rooms. Provide a hazardous materials inventory list of all hazardous materials stored and used within the building: List must include chemical name, hazardous materials classification, amount stored and location of storage, amount used (open and closed use) and location used. Include descriptive narrative of research and development operations and address conditions specific to the storage, use and handling of materials and equipment. Equipment Provide an equipment plan with a description/function of all equipment and manufacture's specifications and listings. The requirement to provide a Fire Protection Technical Opinion & Report prepared by a Carlsbad qualified consultant will be determined upon preliminary analysis of the storage, use and handling of hazardous materials and equipment and descriptive narrative. Warehouse, Shipping & Receiving Provide a detailed description and plan for storage conditions in the warehouse, and in the shipping and receiving area. The requirement to provide a Fire Protection Technical Opinion & Report prepared by a Carlsbad qualified consultant will be determined upon preliminary analysis of storage conditions. Verify the occupancy is an S-1. AS General Notes Revise code references to 2007 California Codes. i.e. Note 3. 1003.2.9 is no longer in the CBC. Means of illumination is now in CBC Sec. 1006. A-9 Please indicate rated wall assemblies where applicable. Provide listed design numbers or ICC report or reference to CBC Table 720.1 item number for rated assemblies. Door and Window Notes 13. Revise note. See 2007 CBC Section 1008.1.8.3 which is applicable only to main exit door with a sign stating: This Door To Remain Unlocked When Building Is Occupied. 16. Revise code sections to 2007 CBC 17. Revise code section to 2007 CBC section 715.4.3 Door Schedule Legend Coordinate Frame Material and Notes designations with Door Schedule. If new stairways are one hour-rated, the door assembly must be rated per CBC Table 715.4. Rated door must be self or automatic closing. Add to door notes. E2.0 Provide penetration of rated assembly detail. Include listing for method of fireproofing. E4.0 Provide symbol for duct-mounted smoke detectors. Coordinate with Electrical Legend on E5.0 E6.0 Provide manufacturer's specifications (cut sheets) for generator. E7.0, E7.1 & E7.2 Denote lock on devices Sheet M1.1 Denote air moving units >2000cfm on schedule. Coordinate with location on plans. Sheet M1 .2 & M2.2 Drawing Note 3. Provide California State Fire Marshal listing sheet for DSD. Floor Plans Denote rated assemblies on floor plans. Provide detail for fire proofing and listing for method. Proposed smoke fire damper must be operated by smoke detectors installed in accordance with CBC 716.3.2.1. Add this note to the sheet. Provide penetration of rated assembly detail. Include listing for method of fireproofing. ~ Denote locations of DSD on roof plans. Coordinate with E4.0 P-1 Denote the location of the fire sprinkler riser on the site plan. P-2 Denote the location on the fire sprinkler riser on the floor plan. OFFICE USE ONLY UPFP# _______ _ SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE HV# ________ _ BP DATE. __ ~/'---~'-- Business Name Nemko USA, Inc. 1 ess ·11a9s·sorretikiVaIie· ··Road·-----... Project Contact Bruce Steingraber, Progessive Ima e Business Contact Bruce Ketterlin City Carlsbad ..... ' . ~-... . . .. .. -.,.... . . San Die o Telephone#· 858 755-5525 X State CA Zip Code APN# 92008-'1,.(1.,-/1... o -3[!;, State. _ ...... ,ZipJ;pq_e ___ _ CA 92121-. _PJan.File#./d .. ~~&- Telephone# 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. Facility's Square Footage (including proposed project}: 34,000 Occupancy Rating: 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None ofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -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, 3m floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. · · o O CalARP Exempt FEES ARE REQUIRED. Proiect Completion Date: 2 10-02-14 Expected Date of Occupancy: 2010-02-14 1 YES NO (for new construction or remodeling projects) 1. 0 t'8l Is your business listed on the reverse side of this form? (check all that apply}. Date Initials 2. D 181 Will your business dispose of Hazardous Substances or Medical Waste in any amount? O CalARP Required 3. D t'8l Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds / 4. 5. 6. 7. D 0 0 0 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials t'8l Will your business use an existing or install an underground storage tank? 181 Will your business store or handle Regulated Substances (CalARP}? 181 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 0}? t'8l Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (Califomia!s Aboveground Petroleum Storage Act). 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD}, 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. 0 t'8l 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. 3. 4. 5. D B 0 0 (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)? (Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). t'8l Has a survey been performed to determine the presence of Asbestos Containing Materials? . 181 Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 181 Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: SIC 8734 Electrical/ Electromagnetic testing 10,000 sq ft office, 24,000 sq ft technical space.· I 'iVtre IJllder penk:ty of perjU!Y that to the best of my knowledge and belief t e resJ'.)onses made irein are true and correct. \JC' 'S-· 1'C"E~ L. f. tJ(,.. ~·~ .....,.._,. Name of Owner or Authorized Agent Signature of Owner or Authorized Agint II I I to I /o Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _____________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASEO FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO~ APCD COUNTY·HMD APCD COUNTY-HMO APCD . . . A stamp in thrs box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply . HM-9171 /07/091 f'n11ntv nf S:m Oi~.1rn -l)Fl-1 -H,mmlnns Matf:riak Oivision FINAL REPORT OF INSPECTION AND TESTING City of Carlsbad Department of Building and Safety 1635 Faraday Ave. CaFlsbad, CA 92008 Project: EMC Chamber 2210 Faraday Carlsbad, California October 13, 2011 Project No.: 110132 Permit No.: CB1018861 This letter may be considered the final report and is to affirm the material testing and inspections by registered special inspectors,· through Quality Assurance Inspections, Inc., on the: Structural Steel: Inspection of welds -field; Other Tests .ind Inspections: Inspection of anchor bolt installation. To the best of our knowledge, the work items noted above are in compliance with approved plans, revisions, specifications, and all applicable codes. Submitted by: Quality Assurance Inspections, Inc. A~LA Co~~~~ . Jtlhn Casabianca Operations Manager Distribution: (1) Addressee (1) Nemko (1) Scientific Hardware Systems Inc. 17942 Sky Park Circle, Suite J, Irvine, CA 92614 Phone (949) 553-0370 Fax (949) 553-0371 -_ sTRuc,-uRA1-·cALGULATic;>Ns PROJECT: __ ....... N-=-'· _4'._.-~__.-/&:.__O---'-------'~'-------,----- ~tlJr.t, l23/lr /2,1;£.J?(]!.]_tfl!!-: ---. -. -- DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWl;:NTY EIGHT DAYS: MASONRY:. MORTAR: ·GRADE "N" CONCRETE BLOCK FI M = TYPE·s 1,800 PSI GROl)T: 2000P$I REINFORCING STEEL:-A-615 STRUCTURAL STEEL: A-36 _LUMBER: DO!JGLAS FIR-LARCH JOISTS. . GRADE 40: GRADE 60: #2 '#2 '2-,~-o ___ ----, __ PSI ______ PSI #4 AND LESS (U.O.N.) #5 AND LARGER · BEAMS AND POSTS STUDS STUD OR BETTER .SEISMIC FORCE: .[26f 4J.1,<!,.::; . . . ..J {lf/.JN REPORT BY: -' ;__: ·_. ·<· 11 -1· -·-_·. ->~--~····-_:< .. : . ·-. :· -NTK i,t:t S T ~ U C l U R A L E · N G I N E E_ R S _ WIND FORCE:· DESIGN LOADS: REPORT NO.: ____ _ SOIL PR~SSURE: ~ao ROOF DEAD LOAD SLOPING ROOFING· · PLYWOOD JOISTS. -INSUL. & CLG. MISC. TOTAL= ROOF LIVE LOAD SLOPING FLAT )Z . FLOOR DEAD LOAD FLOORING PLYWOOD "JOISTS _ INSUL. & CLG. MISC. -:21 TOTAL = --~-- FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY e---- tl / WALL-DEAD LOAD INTE;RIOR EXTERIOR 40 PSF 60 PSF (U.O.N.) 100 PSF ..,,..----. 10PSF 1i3PSF . . These calculations are limited only t9 th~ items included herein, selected by the client and do ·not imply approval of any other portion of the structure by this office. These_ calculations are not valid if altered in any way, or not accompt;1nied by a wet ~\amp and signature of the Engineer of Record. · _Job No. Oesigned By Date .. JO,..:#/ ;{);f~ lo/~S/'Jo 14288-Danielson St.• Suite 200 • Poway, CA 92064-8819 • (858) 679-8989 • Fax (858) 679-8~ /(} ~ /\) l::J'lll/{.-1) C , -~ --· ~ -------------------------------------------------- ,._ ~ (UJ;/JJN;Ne, t,,'./4JV ~ - 3"1~ ~ /ooM'/;, t.,J~ Su,~~ -5~4t Jl'ilt~o -c,[,,, Ii'~~-01..0< iP77 d}-f., r-u:.,-, ' ~ w tr11 CTMA-l)t-fi~ troMY I CtJ~. (1xi 1fiS/P ft5 /. FIY1L I Z Pf /I iz;-/2'rt-p0.,v~'f: ,:;:. .z. ~ ~ ~ ~RJU,zte ~U)lfrv#.~ Z~ tv6rJ 5 1 ~ tuj IA/~~ Si,tfU"Jt~-= ~ ~c. e::,r:p..;O~z:t; . ij7 HT K 14288 Danielson St. /'-...._J' Suite 200 STRUCTURAL ENGINEE·RS Poway, CA 92064 Title : Nemko Wall Job # : Dsgnr: Description .... Page: __ _ Date: OCT 8,2010 Tfi1s Wall m File: c:\aocuments ana settmgs\davklm\my do, Retain Pro 9 © 1989-2010 Ver: 9.17 8142 · Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design I Criteria_ __________ ... I Soil. Data _. Retained Height = Wall height above soil = Slope Behind Wall = Height of Soil over Toe = Water height over heel = 3.00 ft 0.00 ft 0.00: 1 6.00 in 0.0 ft Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Footingl!Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Code: CBC 2007 ._.~---_ ---------,--- l,s.u.r.c.ha•r•g•e•L•o•a•ds _____ __.1 I Lateral Load Applied to Stem • I Adjacent Footing Load I Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 404.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = I Design Summary Wall Stability Ratios 0.0 lbs 0.0 lbs o.o in • • Overturning = 2.68 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 1,931 lbs 6.74 in Soil Pressure @Toe = 1,374 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,924 psf ACl Factored @ Heel = 0 psf Footing Shear@ Toe = 4.5 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 377.3 lbs Load Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 Retain Pro Software © 2009 HBA Publications. Inc. All Rights Reserved Lateral Load = 100.0 #/ft ... Height to Top = 3.00 ft ... Height to Bottom = 0.00 ft The above lateral load has been increased 1.00 by a factor of Wind on Exposed Stem = 0.0 psf I Stem Construction • Top Stem Design Height Above Ftg ft= Wall Material Above "Ht" = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@Section lbs= Moment....Actual ft-#= Moment. .... Allowable = Shear ..... Actual psi= Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Stem OK 0.00 Concrete 8.00 # 4 12.00 Center 0.200 457.9 679.0 3,387.6 13.3 75.0 100.0 4.00 12.00 HOOK EMBED INTO FTG in= 8.40 Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Lap splice above base reduced by stress ratio Masonry Data fm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Normal Weight Masonry Design Method = ASD Concrete Data fc psi= Fy psi= Licensed to: HTK Structural Engineers Poway, CA 92064 2,500.0 60,000.0 = = = = = = 0.0 lbs 0.00 ft. 0.00 in 0.00 ft Line Load 0.0 ft 0.300 www.RetainPro.com . IT7 HT K 14288 Danielson St. ~· Suite200 Title : Nemko Wall Job # : Dsgnr: Page: __ Date: OCT 8,2010 STIUCTURAL ENGINEERS Poway, CA 92064 Description .... Retain Pro 9 © 1989-2010Ver: 9.17 8142 Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 l Foot_jng Design R_e~ults . • Toe Width = 2.33 ft _ToL Heel Heel Width = 0.67 Factored Pressure = 1,924 0 psf Total Footing Width = 3.00 Mu': Upward = 0 0 ft-# Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Mu' : Downward = 0 0 ft-# Mu: Design = 679 0 ft-# Actual 1-Way Shear = 4.55 0.00 psi Allow 1-Way Shear = 75.00 0.00 psi Toe Reinforcing = None Spec'd fc = 2,500psi Fy = 60,000 psi Footing Concrete Density = 150.00pcf Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Min.As% = 0.0018 Cover@Top 3.00 @Btm.= 3.00 in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu <_S * Fr Heel: Not req'd, Mu < S * Fr Key: Slab Resists Sliding -No Force on Key Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 316.1 1.42 447.8 Surcharge over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Toe = -192.8 0.88 -168.7 Adjacent Footing Load = Added Lateral Load = 300.0 2.75 825.0 Load @ Stem Above Soil = Total = 377.3 O.T.M. = 1,077.3 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = = 2.68 1,931.3 lbs DESIGNER NOTES: Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions= Footing Weigh1 = Key Weight = . .... RESISTING ..... Force Distance Moment lbs ft ft-# 128.2 941.3 300.0 561.9 3.00 1.17 1.17 2.66 1.50 0.50 149.3 1,096.6 799.0 841.9 Vert. Component _= ____ _ Total= 1,931.3 lbs R.M.= 2,886.8 * Axial live load NOT included in total displayed/ or used for overturning resistance, but is included for soil pressure ca culation. • Retain Pro Software © 2009 HBA Publications, Inc. All Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com . _ lj7 HT K 14288 Danielson St. ~· Suite200 ST:ilUCTURAL ENGINEERS Poway, CA 92064 Title : 3'-Nemko Wall Job # : Dsgnr: Description.... - Page: __ Date: OCT 8,2010 Retain Pro 9 © 1989 -2010 Ver: 9.17 8142 Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 Crit!;!rii;i Retained Height = Wail height above soil = Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft I Surcharge Loads Surcharge Over Heel = o.o psf Used To Resist Sliding & Overturning $urcharge Over Joe a.0-p.sf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = I Design Summary Wall Stability Ratios 0.0 lbs 0.0 lbs 0.0 in • • • Overturning = 1.64 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = 1,051 lbs 10.35 in Soil Pressure @ Toe = 921 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @Toe = 1,289 psf ACI Factored @ Heel = o psf Footing Shear@ Toe = 5.6 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 570.2 lbs Load Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 Retain Pro Software © 2009 HBA Publications. Inc. All Rights Reserved I I $9il OaJa_ _ _ -. Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe FootingJISoil Friction Soil height to ignore for passive pressure = = = = = 30.0 psf/ft 250.0 psf/ft 110.00 pcf 110.00 pcf D.400 = 12.00 in ' -:flmmbriaif :;_. . -· Lateral Load Applied to Stem • I Adjacent Footing Load Lateral Load = 100.0 #/ft · Adjacent Footing Load ... Height to Top = 3.00 ft ... Height to Bottom = 0.00 ft The above lateral load has been increased 1.00 by a factor of Wind on Exposed Stem = 0.0 psf I Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment....Actual Moment. .... Allowable • ft= = = = = = = lbs= ft.:ft.= = Shear ..... Actual psi;:: Shear ..... Allowable psi= Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Top Stem Stem OK 0.00 Concrete 8.00 # 4 12.00 Center 0.207 546.0 701.0 3,387.6 15.1 75.0 100.0 4.00 12.00 HOOK EMBED INTO FTG in= 8.40 Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio · Lap splice above base reduced by stress ratio Masonry Data fm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Normal Weight Masonry Design Method = ASD Concrete Data fc psi= Fy psi= Licensed to: HTK Structural Engineers Poway, CA 92064 2,500.0 60,000.0 = = = = = = I 0.0 lbs 0.00 ft 0.00 in 0.00ft Line Load 0.0 ft 0.300 www.RetainPro.com . ff7 HT K 14288 Danielson St. ~· Suite200 Title : 3'-Nemko Wall Job# Dsgnr: Page: __ _ Date: OCT 8,2010 STRUCTURAL ENGINEERS Poway, CA 92064 Description .... ·This-Wall-in File: c:\documents and--settings\davidmlmy do·, Retain Pro 9 © 1989-2010 Ver: 9.17 8142 Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 I Footing Dimensions_& St~er_:1gths_ .•. Toe Width = 2.58 ft Heel Width = 0.67 Total Footing Width = 3.25 Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover@ Top 3.00 @ Btm.= 3.00 in Fo(?ting l;:>~sign R~s_ults _I9.L Factored Pressure = 1,289 Mu': Upward = 0 Mu' : Downward = 0 Mu: Design = 701 Actual 1-Way Shear = 5.65 Allow 1-W.ay Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr • Heel 0 psf 0 ft-# 0 ft-# 0 ft-# 0.00 psi 0.00 psi Key: Slab Resists Sliding -No Force on Key Summa~ of Overturnini & Resistinf.l Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 316.1 1.42 447.8 Surcharge over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 300.0 2.75 825.0 Load @ Stem Above Soil = Total = 570.2 O.T.M. = 1,246.0 Resisting/Overturning Ratio = 1.64 Vertical Loads used for Soil Pressure = 1,050.7 lbs DESIGNER NOTES: ..... RESISTING ..... Force Distance Moment lbs ft ft-# Soil Over Heel = 3.25 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = 141.9 1.29 183.1 Surcharge Over Toe = Stem Weight(s) = 300.0 2.91 874.0 Earth @ Stem Transitions= Footing Weight = 608.8 1.62 988.2 Key Weight = 0.50 Vert. Component = Total= 1,050.7 lbs R.M.= 2,045.3 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. I Retain Pro Software © 2009 HBA Publications. Inc. All Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com _. _ l:7 H y·K 14288 Danielson St. ~· Suite200 Title : 2'-Nemko Wall Job # : Dsgnr: Page: __ _ Date: OCT 8,2010 STRUCTURAL ENGINEERS Poway, CA 92064 Description .... Retain Pro 9 © 1989-2010 Ver: 9.17 8142 Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 I Criteria __________ ... I Soil Data .• ,, ~-.: ~· • '1 ~-• ! .,..""--!._!.. -'' _.... ' •" I ,, '"'· Retained Height = 2.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft I Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning / Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = I Design Summary Wall Stability Ratios 0.0 lbs 0.0 lbs 0.0 in • • • Overturning = 1.53 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 890 lbs 10.90 in Soil Pressure@Toe = 1,005 psf OK Soil Pressure @ Heel = O psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @Toe = 1,407 psf ACI Factored @ Heel = 0 psf Footing Shear@ Toe = 5.1 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 438.9 lbs Load Factors Building Code CBC2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 Retain Pro Software© 2009 HBA Publications. Inc. All Rights Reserved I Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Footingl!Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in i' .•_:"ti~ rij·u'""ij~~-~i,lf<,·::' Lateral Load Applied to Stem • I Adjacent Footing Load Lateral Load = 100.0 #/ft ... Height to Top = 3.00 ft ... Height to Bottom = 0.00 ft The above lateral load has been increased 1.00 by a factor of Wind on Exposed Stem = 0.0 psf I Stem Construction • Top Stem Design Height Above Ft~ ft= Wall Material Above "Ht" = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force @Section lbs= Moment....Actual ft-#= Moment. .... Allowable = Shear ..... Actual psi= Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Stem OK 0.00 Concrete 8.00 # 4 12.00 Center 0.155 406.0 523.7 3,387.6 12.2 75.0 100.0 4.00 12.00 HOOK EMBED INTO FTG in= 8.40 Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Lap splice above base reduced by stress ratio Masonry Data fm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Normal Weight Masonry Design Method = ASD Concrete Data fc psi= Fy psi= Licensed to: HTK Structural Engineers Poway, CA 92064 2,500.0 60,000.0 = = = = -- = I 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 www.RetainPro.com Title : 2'-Nemko Wall . 1f7 HT K 14288 Danielson St. ~· Suite200 Job# Description .... Dsgnr: Page: __ Date: OCT 8,2010 STRUCTURAL ENGI.NEERS Poway, CA 92064 Tniswairm File: C:\Documents ana s·emngs\DavlclM\MyDI Retain Pro 9 © 1989 -2010 Ver: 9.17 8142 Registration #: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 I Footing Dimensions & Strengths . I Toe Width Heel Width Total Footing Width = = = 2.33 ft 0.67 3.00 Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As% = 0.0018 Cover@ Top 3.00 @ Btm.= 3.00 in Footing Design Results -1.QL Factored Pressure = 1,407 Mu' : Upward = 0 Mu' : Downward = 0 Mu: Design = 524 Actual 1-Way Shear = 5.09 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr •• Heel O psf 0 ft-# 0 ft-# 0 ft-# 0.00 psi 0.00 psi Key: Slab Resists Sliding -No Force on Key I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 184.8 1.08 200.2 Soil Over Heel = Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = 300.0 2.75 825.0 * Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Total = 438.9 O.T.M. = 998.5 Footing Weigh1 = Resisting/Overturning Ratio = 1.53 Key Weight = Vertical Loads used for Soil Pressure = 890.0 lbs Vert. Component = ..... RESISTING ..... Force Distance Moment lbs ft ft-# 3.00 128.2 1.17 149.3 200.0 2.66 532.7 561.9 1.50 841.9 0.50 Total= 890.0 lhs R.M.= 1,523.8 DESIGNER NOTES: * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. I Retain Pro Software © 2009 HBA Publications. Inc. All Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com ~ . [f7 HT K 14288 Danielson St. .,/",._l' Suite 200 STRUCTURAL ENGINEERS Poway, CA 92064 Title : 5'-Nemko Wall Job# Dsgnr: Description .... Page: __ Date: OCT 8,2010 Retain Pro 9 © 1989 -2010 Ver: 9.17 8142 Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 Criteria Retained Height = Wall height above soil = Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft J Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 404.0 psf "'Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = I Design Summary Wall Stability Ratios o.o lbs o.o lbs 0.0 in • • • Overturning = 2.86 OK Slab Resists All Sliding ! Total Bearing Load .. ,resultant ecc. = = 2,778 lbs 7.48 in Soil Pressure @ Toe = 1,345 psf OK Soil Pressure @ Heel = 45 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,883 psf ACI Factored @ Heel = 63 psf Footing Shear@ Toe = 5.9 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 7 44.8 lbs Load Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 Retain Pro Software © 2009 HBA Publications. Inc. All Rights Reseived I I Soil Data .• Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Footingl!Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 100.0 #/ft ... Height to Top = 3.00 ft ... Height to Bottom = 0.00 ft The above lateral load • --~· --~ - j ~ ::fhumbnaH: , , ~-~'-;c:.____ " • I Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft has been increased 1.00 by a factor of Footing Type Line Load Wind on Exposed Stem = 0.0 psf I Stem Construction • Design Height Above Ftg ft= Wall Material Above "Ht" = T-hickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@Section lbs= Moment....Actual ft-#= Moment. .... Allowable = Shear ..... Actual psi= Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Top Stem Stem OK 0.00 Concrete 8.00 # 4 12.00 Center 0.470 905.9 1,593.6 3,387.6 22.6 75.0 100.0 4.00 12.00 HOOK EMBED INTO FTG in= 8.40 Base Above/Below Soil at Back of Wall Poisson's Ratio Lap splice above base reduced by stress ratio Masonry Data fm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Normal Weight Masonry Design Method = ASD Concrete Data fc psi= 2,500.0 Fy psi= 60,000.0 = 0.0 ft = 0.300 I Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com Title : 5'-Nemko Wall Page: __ _ . f:1 HT K 14288 Danielson St. ~· Suite200 Job # : Dsgnr: Date: OCT 8,2010 STRUCTURAL ENGINEERS Poway, CA 92064 Description .... Tfi1sWall m FIie: c:\clocumems ana seftmgs\clav1clm\my ao, Retain Pro 9 © 1989 -2010 Ver: 9.17 8142 Registration#: RP-1168495 RP9.17 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 I Footing Dimensions & Strengths • Toe Width = 3.33 ft Heel Width = 0.67 Total Footing Width = 4.00 Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As% = 0.0018 Cover@ Top 3.00 @ Btm.= 3.00 in Footing Design Results ....ToL Factored Pressure = 1,883 Mu' : Upward = O Mu' : Downward = 0 Mu: Design = 1,594 Actual 1-Way Shear = 5.95 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu< S * Fr Heel: Not req'd, Mu < S * Fr Heel 63 psf 0 ft-# 0 ft-# 0 ft-# o.oo psi o.oo psi Key: Slab Resists Sliding -No Force on Key I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 683.6 2.08 1,424.2 Soil Over Heel = Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Heel = Surcharge Over Toe = -192.8 0.88 -168.7 Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = 300.0 2.75 825.0 * Axial Live Load on Stem = Load @ Stem Above Soif = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions= Total = 744.8 O.T.M. = 2,053.6 Footing Weigh1 = Resisting/Overturning Ratio = 2.86 Key Weight = Vertical Loads used for Soil Pressure = 2,777.8 lbs Vert. Component = . .... RESISTING ..... Force Distance Moment lbs ft ft-# 4.00 183.2 1.67 304.9 1,345.3 1.67 2,240.0 500.0 3.66 1,831.7 749.4 2.00 1,497.5 0.50 Total= 2,777.8 lbs R.M.= 5,874.1 DESIGNER NOTES: * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. I Retain Pro Software© 2009 HBA Publications. Inc. All Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com --------------------------s-~iGe--; l iio'#/µi,.; ~~ fVA)c C / .. f-h-yf tgf)S tJ?Z-~ <::'it G[h,-.7/L¼/ C'#dde, ~ftd!Vt'f!Jt -t,p;i.,u-s -:t 1/ /'fl,11)4 7?~ i ~::-~ ,{-t:J 111(3 ):.k-¢ 1£% t.-0 ~ v ~ -..,. -c: -:::::--:::r f f}-1 1 5'zt.,1:i], ~ ~ t f£)4r"-> ;;7z.,lli ~ /l)L,~ IS~ . · 5'1v -v. /$. z--{t-Jo /b.k ''°~ /t'IIJO s('/,, e:. ~ ~ ,1.!J4- ttl?t~., t; ~ ~ l'tt>~t; .:t"v .,.:;, Zz.A-- . ·~ . . .. t . . . . .. . . . ._·. . .. ·_ -. . . . . . _. -·, ~-. -. . : .. . :: ... . . ·.· ·. ---'-srRtj~TUAAL ·cA{q'ULA tiQN'S __ ·· · .. -.· . . --. DESIGtJ ~SSVMPTIONS: coNciETE sTRENGri-i At rw~Nrv EIGHr oAYs: if',!;o PSI . MASON RY: . ·GRADE "N" CONCRETE BLOCK F' M = MORTAR TYPE ·s . 1,aoo Psi · -GRb(JT: . . . 2000 P$-I R~INFO RCiNG STE.EL:. A-61 § . ·. .. :-. STRUCTURAL STEEL: A-36 LUMBER: _DO~~I.AS _FI_R-1.ARCH; GRADE 40, .· GRADE 60: JOISTS. . #,2 · s·EAMSAND'POSTS. . .· · '.#2 7 (/. ·. PSI #4 AND LESS (U.O.N.) #5 AND LARGER STUDS. · . · . · · · STUD .QR. BETTER· · . ' :SEJSM;C-..fORC~:-.Wt 4: REPORT. ·sY: CZ,6'tr&::QJ_C~~, . . -', . WIND'·F~~CE:' . ·;fr DESIGNJ.OADS:. . . · · REPORT NO.: __ -e-_ __,;._ ·.: ·- S0,11.. PR~SSURE:· ,2i'Jr;io . . . . ROOF--DEAD LOAD FLOOR DEAD LOAD WALL. DEAD LOAD. ROOFIN_G· · PLYWOOD· JOISTS. INSUL. & CLG. MISC. ·TOTAL= SLOPING ROOF LIVE.LOAD . SLOPING Fl.AT . .. INT._ FLOo'RING ·. 1).. ~~,h· PLYWOOD 1~''·""'~- 'JOISTS iNSUL. & CLG. MISC. TOTAL= -~I/ht , FLOOR LIVE LOAD INTERIOR . BALCONY ~AY - -ex:r: .. .... ~ {,e. ·~. - INTE;RlbR EXTERIOR 40 PSF 60 PSF (U.O.N.) 100 PSF ·10-PSF 1a PSF- . ~ . •. _. i • ·--~ . . -~ -. .\~ . . These calculations are limited only t<;, th~ items included herein, $Sleeted by the client and do·not imply approval of any other portion . of the structure by this office. Thes~. calculations are not yalid if altered in any way, or not accompanied by a wet ~iamp ·and· sign·ature of the En'gineer of Record. · · · · · .. Job·No. Oe~igned _By Date .. ·- .. -· trr '54--{ 1)/¥'./;CT : tO/ltpv· )/6vV. i:rJ!J)~ - ~--· : -~ :. _ :.. P~--~ 3-0 ~ dr Jb.lP~o) "-?,~.s : :: 1<':vb , . -: ~rfl1;_tftl/4dPitS -U/gz ~ 1t:-~_ 1f m,f-, :e1t~ tf...P, ?~ e;_ = __ s~ i 12:taA 2t 1i.1i~Y: ---etc /i)iJ\ .. --~;j)~--~ -~-~~~-~fjtti>~ , ~~J ~-~~ . .. $yi,-" • . . -.. -.. • --"'Ii . . • . .. --., --· -~ --~""' -~.f .. --•.... ---,f -' ·--• -----,,. 6");:j, a)rv l /4t.,t3 - --·.---;-----~-+~-·-··----· __ ,. tllt 14 Jq./ tri-· /)e!Stt! ;J · ·---·------,-----------------? .. -------------,---------'··n·· ---. ------------. . ·-. : .. ¥.:114!.~~---¥!1~~--. . . ~-.. , . . .. .. . --,. ---.. ' ' . . -.. _ ' 1 ,.-... ,,- .rd/vtt--t-PJW f""~, t..,~;AJ~1Jf( ------·········-..... -I'~-----------------1,.. ..... ___________ , ________ --............. , ..... . 2,Y S er '/,6 it~, E .r-rt11t,;t.. 't,.J1V"1,:f/i> •.• l .. -- ~ /4!d:~ ~~~ -~_-r.if ;~~,-;/4·--~ --_:. _-~-~-; __ -: , __ . . __ . _ . ~ .. f!f.?ff .. ~I ~ht . . ~:.re-3___"( ~ '? l .. ---------. .. . . .... . . ...... ----~ J.?/t._, ------------. - ·--... ~ _/dlY_q,ef__~ -~ _ WAid-".' . Gt..1,kl;-/j . /' Cj,.t.-~ . ~ ~w,) _ ~-1a¼>-L ~um,, ,ft r,,i. P't' ~,, I· 1~,.' 1·k1 I . -){;,8vd-. 0-:/1) ( / i : 4'.' JZ.b;J5;:,u., 1)7-1~ t 1-Jbf/. ~vi,,- (Q~TDB( RF Solurions Inc. GENERAL HOST FACILITY GUIDELINES for ELECTRO MAGNETIC COMPATIBILITY (EMC) and/or ACOUSTIC EVALUATION TEST CHAMBERS TDK RF Solutions Document No. FG0l 0201 B Revision: B (08/16/09) @TDI< RF Solutions lnc Table of Contents ** This page is intentionally blank **Table of Contents ................................................. 2 Table of Contents ........................................................................................................... 3 1. Foundation ................................................................................................................ 5 · 1.1. Chamber Recess or Pit Configuration ........................................................................ 5 1.2. Turntable Recess or Pit Configuration ........................................................................ 5 1.3. Foundation Loading ................................................................................................ 6 1.4. Foundation Level Requirements ................................................................................ 6 1.5. Foundation Trenching & Coring Requirements ........................................................... 6 2. RF Chamber Sizing and Clearances ........................................................................... 7 2.1. RF Test Chamber Size Ranges .................................................................................. 7 2.2. Recommended Clearance Information ...................................................................... 7 3. RF Chamber Facility HVAC Guidelines ....................................................................... 8 3.1. RF Test Chamber HVAC ........................................................................................... 8 3.2. Host Space HVAC for RF Test Chamber .................................................................... 8 4. RF Chamber Facility Electrical Guidelines ................................................................... 9 4.1 . RF Test Chamber Electrical Requirements .................................................................. 9 4.2. RF Test Chamber Grounding Requirements ............................................................... 9 5. Fire Suppression & Detection System Recommendations ............................................ 9 5.1. Fire Protection ......................................................................................................... 9 5.1. l. Fire Detection ........................................................................................... 10 5.1.2. Fire. Suppression ................................................................................ :······ 10 6. Compressed Air System Recommendations ........................................................ , ..... 11 6.1. RF Chamber Compressed Air Requirements ............................................................. 11 FG010201B Page 3 of 11 •' ** This page is intentionally blank ** FG010201 B Page 4 of 11 i£::fTDB< RF Solutions Inc. 1 . Foundation 1.1. Chamber Recess or Pit Configuration In cases where an RF test chambers shall be recessed in a pit area for the purpose of providing a relatively level distance from the host floor to the chamber floor, the approximate depth, length, and width of the pit shall be as follows: Description Chamber Pit Chamber Pit Chamber Pit Depth Range Le~gth Range Width Range Compact Anechoic 6" to 24" 21' to 24' 10' to 14' Chamber (15cm to 61cm) (6.4m to 7 .3m) (3m to 4.3m) 3-meter Anechoic 12" to 24" 27' to 34' 20' to 24' Chamber (30cm to 61cm) (8.2m to 10.3m) (6.lm to 7.3m) 5-meter Anechoic 12" to 30" 35' to 43' 22' to 33' Chamber (30cm to 76cm) (10.6m to 13.lm) (6.7m to 10m) 10-meter Anechoic 12" to 54" 60' to 68' 41' to 48' Chamber (30cm to 137cm) (18.2m to 20.7m) (12.5m to 14.6m) The dimensions listed in the table (above) assume allowances for supporting structural members (columns). The structural columns would anchor to the floor of the pit. In certain cases, foundation footings may be required at the anchor locations of columns. 1.2. Turntable Recess or Pit Configuration In many cases, the turntable provided with a test chamber should be recessed in a pit for the purpose of providing the proper turntable height, to provide access under the turntable for proper EUT set-up, and for maintenance of the turntable. The following provides guidelines for typical turntable pit configurations: Description Turntable Pit Turntable Pit Turntable Pit Depth Range Length Range Width Range Compact Anechoic n/a n/a n/a Chamber 1 3-meter Anechoic up to 10' 6' to 12' '6' to 12' Chamber (up to 3m) (1.8m to 3. 7m) (1.8m to 3. 7m) 5-meter Anechoic up to 10' 6' to 15' 6' to 15' Chamber (up to 3m) (1.8m to 4.6m) (1.8m to 4.6m) 10-meter Anechoic up to 10' 6' to 22' 6' to 22' Chamber (upto 3m) (1.Sm to 6. 7m) (1.8m to 6. 7m) The dimensions listed in the table (above) assume allowances for any required supporting structural members. It is typical to have a stairwell and possibly a corridor to gain access to the turntable pit. FGOl 0201B Page 5 of 11 _~§.~TOI< RF Solutions Inc. 1 .3. Foundation Loading To assist in the design and analysis of the foundation, the following loads should be considered for a typical RF test chamber: Description Point Load at Point Load at Base Distributed Floor Column (/ ft2) of Wall(/ ft2) Load(/ ft2) Compact Anechoic 800 to 1200 lbs. 160 to 220 lbs. 20 to 30 lbs. Chamber (364 to 545 kg) (73 to 100 kg) (9 to 14 kg) 3-meter Anechoic 1400 to 2200 lbs. 260 to 340 lbs. 25 to 35 lbs. Chamber (636 to 1000 kg) (118 to 155 kg) (11 to 16 kg) 5-meter Anechoic 1450 to 3300 lbs. 265 to 445 lbs. 25 to 55 lbs. Chamber (659 to 1500 kg) (121 to 203 kg) (11 to 25 kg) 10-meter Anechoic 2250 to 3800 lbs. 390 to 580 lbs. 30 to 80 lbs. Chamber (1023 to 1727 kg) (177 to 264 kg) (14 to 36 kg) 1.4. Foundation Level Requirements To insure the proper effectiveness and performance of the RF test chamber, the following floor or foundation levelness should be taken into account when designing and budgeting for foundation work: Description Levelness of foundation within chamber footprint (non-cumulative tolerances) '· '· ' ±1/4" over 10'-0" Compact Anechoic Chamber (6.35mm over 3m) 3-meter Anechoic Chamber ±1/8" over 10'-0" (3.18mm over 3m) 5-meter Anechoic Chamber ±1/8" over 10'-0" (3.18mm over 3m) . 10-meter Anechoic Chamber ±1/8" over 10'-o:' (3.18mm over 3m) 1.5. Foundation Trenching & Coring Requirements In some cases, the RF chamber foundation shall be designed with trenches or raceways for cable management and electrical distribution within the RF chamber test facility. The final design and layout of any trenches or cores in the foundation work shall be finalized during the submittal/design phase of a given project. FG010201 B Page 6 of 11 (?b°'"rOR{.RF SoluJjons Jr1c. _______ .. 2. RF Chamber Sizing and Clearances 2.1. RF Test Chamber Size Ranges To assist with the proper allocation of space for various RF test chambers, the following dimensions should be considered when designing host building space: Description Overall Length Overall Width Overall Height Compact .Anechoic 21' to 25' 11' to 14' 10' to 12' Chamber (6.4m to 7.6m) (3.3m to 4.3m) (3m to 3.7m) 3-meter .Anechoic 28' to 34' 21' to 24' 18' to 21' Chamber (8.5m to 10.3m) (6.4m to 7.3m) (5.5m to 6.4m) 5-meter .Anechoic 35' to 43' 22' to 34' 21' to 26' Chamber (10.6m to 13.lm) (6. 7m to 10.3m) (6.4m to 7.9m) 10-meter .Anechoic 60' to 71' 41' to 48' 25' to 36' Chamber (18.2m to 21.6m) (12.5m to 14.6m) (7.6m to 10.9m) The dimensions listed in the table (above) assume allowances for supporting structural members and high hat type light/RV AC boxes with waveguide vents. The dimensions do not take into account any required or desired maintenance access around the chamber envelope. 2.2. Recommended Clearance Information To assist with the proper allocation of space for various RF test chambers, the following dimensions should be considered along with the challlber size ranges listed in 'section 2.1 when designing host building space: Description Recommended Clearance Recommended Clearance along Chamber Walls above Chamber Roof Com.pact .Anechoic 2' to 4' 2' to 4' Chamber (0.6m to 1.2m) (0.6m to 1.2m) 13-meter .Anechoic 2'to 4' 1 3' to 5' ' Chamber (0.6m to 1.2m) , (lm to 1.5m.) 5-meter .Anechoic 2' to 4' 3' to 5' Chamber (0.6m to 1.2m) (lm to 1.5m) 10-meter .Anechoic 2' to 4' 3' to 5' Chamber (0.6m to 1.2m) (lm. to 1.5m) The clearance dimensions listed (above) take into consideration room for the proper procedure for conducting an RF shielding effectiveness test and for general inspection and maintenance by the facilities group. While these are recommended clearances, it certain cases it is possible to build the chamber within a few inches of existing walls or other obstructions. FG010201 B Page 7 of 11 ' NEMK-o- lfl~l/ I /IP.. ( S £ E-? R--'t-N "r-0~ F-o (L tN\J;:..1\J J::. ~V\.~ ?:oo, I-AJ ~ t.bQ\ ji\A.. N 't') H =-~1 l---A-TEILA-L-£. F,. f -::. 3 S-(>c_F f-R.-J:_.c_ "rZ-oJo..J F--A-C..'fOlL "=--0, s $"" LA 'iT"" €;-((_A, L & ~A te-:t;..rJ '( =.. G---S-0 r" c.. F HTI( Title: Dsgnr: Project Desc.: --· ---Project Notes : S TRU CTU_RJ\i ENG I NEER S Title Block Line 6 Job# General Footing Design ENERCALc, 1Nc.19s3-2010, ver: s.0.22 t ~~=!11~:F.:: ~ ~: " ''} ';W]!l!F~~~~~iiffi~~'.~~~.2~i~*~1$~!1Ii;~~i~~f!&~\!~D~1iilt1!1l:i]ill:& Description : Nemko Footing General Information Material Propertie,· fc : Concrete 28 day strength = Fy : Rebar Yield = Ee : Concrete Elastic Modulus = Concrete Density = <I> Values Flexure = Shear = Analysis Settings Min S.teel % Bending Reinf. = Min Allow% Temp Reinf. = Min. Overturning Safety Factor = Min. Sliding Safety Factor = Add Ftg Wt for Soil Pressuse Use fig wt for stability, moments & shears : AutoCalc Pedestal Weight as DL Dimensions Width along X-X Axis Length along Z-Z Axi Footing Thicknes = = = Load locatio~ qffset from footing center ... ex: Along X-X Nis_ = ez : Along Z-Z Axis = Pedestal dimensions ... px : Along X-X Axis pz : Along Z-Z Axis Height = Rebar Centertine to Edge of Concrete .. at Bottom of footing = Reinforcing Bars along X-X Axis = Number of Bars Reinforcing Bar Size = Bars along Z-Z Axis Number of Bars = # 2.80 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.00140 0.00120 1.50: 1 2.50 ft 15.0 ft 15.0 in 0 in 0 in o.o in 0.0 in 0.0 in 3.0 in 12.0 5 3.0 1.50: 1 Yes Yes No Reinforcing Bar Siz1 = # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separatiomg X-X Axis # Bars required within zone 28.6 % # Bars required on each side of zone 71.4 % Applied Loads D Lr P : Column Load = 3.80 0.0 OB : Overburden = 0.0 0.0 M-xx = 0.0 0.0 M-zz = 0.0 0.0 V-x = 0.0 0.0 V-z = 0.0 0.0 .. ·.1~t·: ·:-i ~-~, F:JJ ;,r, ',-:~ t; Soil Design Vafues Allowable Soil Bearing = 2.0 ksf Increase Bearing By Footing Weight = No Soil Passive Resistance (for Sliding) = 250.0 pcf Soil/Concrete Friction Coeff. = 0.30 Increases based on footing Depth Reference Depth below Surface = 0.0 ft Allow. Pressure Increase per foot of depth = 0.0 ksf when base footing is below = 0.0 ft Increases based on footing Width Allow. Pressure Increase per foot of width = 0.0 ksf when footing is wider than = 0.0 ft --·------------------- L s w E H ---------------·--·------------- 5.70 0.0 0.0 0.0 0.0 k 0.0 0.0 0.0 0.0 0.0 ksf 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k 0.0 0.0 0.0 0.0 0.0 k HTK Title: Dsgnr: Project Desc.: --· · -·---Pmject Notes : STRUCTlT~ft_L ENGi NEE RS TitleBlockline6 Job# ENERCALC, INC. 1983-2010, Ver: 6.0.22 Description : Nemko Footing DESIGN SUMMARY m~?JiS'"~L ;!,; .. ~;a ~ " ~;i'-fJ~:;_~ . .,i Min. Ratio Item Applied Capacity Governing Load Combination ·---------PASS 0.2173 Soil Bearing 0.4346 ksf 2.0 ksf +D+L+H PASS n/a Overturning -X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning -Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding -X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.02175 Z Flexure (+X) 0.2849 k-ft 13.101 k-ft +1.20D+0.50Lr+1.60L +1.60H PASS 0.008458 Z Flexure (-X) 0.1108 k-ft 13.101 k-ft +1.40D PASS 0.5279 X Flexure (+Z) 10.258 k-ft 19.434 k-ft +1.20D+0.50Lr+1.60L +1.60H PASS 0.5279 X Flexure (-Z) 10.258 k-ft 19.434 k-ft +1.20D+0.50Lr+1.60L +1.60H PASS 0.006571 1-way Shear (+X) 0.5911 psi 89.956 psi +1.20D+0.50Lr+1.60L +1.60H PASS 0.007510 1-way Shear (-X) 0.6756 psi 89.956 psi +1.20D+0.50Lr+1.60L +1.60H PASS 0.1859 1-way Shear (+Z) 16.720 psi 89.956 psi +1.20D+0.50Lr+1.60L +1.60H PASS 0.1859 1-way Shear (-Z) 16.720 psi 89:956 psi +1.20D+0.50Lr+1.60L +1.60H PASS 0.1284 2-way Punching 23.096 psi 179.91 psi +1.20D+0.50Lr+1.60L +1.60H Detailed Results Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual / Allowable Gross Allowable Load Combination ... Xecc Zecc +Z +Z ·X ·X Ratio X-X, +D 2.0 n/a 0.0 0.2826 0.2826 n/a n/a 0.141 X-X. +D+L+H 2.0 n/a 0.0 0.4346 0.4346 n/a n/a 0.217 X-X, +D+0.750Lr+0.750L +H 2.0 n/a 0.0 0.3966 0.3966 n/a n/a 0.198 X-)<. +D+0.750L +0.750S+H 2.0 n/a 0.0 0.3966 0.3966 n/a n/a 0.198 X-X, +D+0.750Lr+0.750L +0.750W+H 2.0 n/a 0.0 0.3966 0.3966 n/a n/a 0.198 X-X. +D+0.750L +0.750S+0.750W+H 2.0 n/a 0.0 0.3966 0.3966 n/a n/a 0198 X-X, +D+0.750Lr+0.750L +0.5250E+H . 2.0 n/a 0.0 0.3966 0.3966 n/a n/a 0.198 X-X, +D+0.750L +0.750S+0.5250E+H 2.0 n/a 0.0 0.3966 0.3966 'n/a n/a 0.198 Z-Z, +D 2.0 0.0 n/a n/a n/a 0.2826 0.2826 0.141 Z-Z, +D+L+H 2.6 0.0 n/a n/a n/a 0.4346 0.4346 0.217 Z-Z, +D+0.750Lr+Q.750L +H 2.0 0.0 n/a n/a n/a 0.3966 0.3966 0.198 Z-Z, +D+0.750L +0.750S+H 2.0 0.0 n/a n/a n/a 0.3966 0.3966 0.198 Z-Z, +D+0.750Lr+0.750L +0.750W+H 2.0 0.0 n/a n/a n/a 0.3966 0.3966 0.198 Z-Z, +D+0.750L +0.750S+0.750W+H 2.0 0.0 n/a n/a n/a 0.3966 0.3966 0.198 Z-Z, +D+0. 750Lr+0.750L +0.5250E+H 2.0 0.0 n/a n/a n/a 0.3966 0.3966 0198 Z-Z, +D+0.750L +0.750S+0.5250E+H 2.0 0.0 n/a n/a n/a 0.3966 0.3966 0.198 Overturning Stability Rotation Axis & Load Combination ... Overturning Moment Resisting Moment ' Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination ... ----------·-·----------- Footing Has NO Sliding Footing Flexure Footing Flexure Load Combination ... X-X, +1.40D X-X, +1.40D X-X, +1.20D+0.50Lr+1.60L +1.60H X-X, +1.20D+0.50Lr+1.60L +1.60H X-X, +1.20D+1.60L +0.50S+1.60H X-X, +1.20D+1.60L +0.50S+1.60H X-X, +1.20D+1.60Lr+0.50L X-X, +1.20D+1.60Lr+0.50L X-X, +1.20D+0.50L +1.60S X-X, +1.20D+0.50L +1.60S Which Mu Side? 3.989 +Z 3.989 -Z 10.258 +Z 10.258 -Z 10.258 +Z 10.258 -Z 5.557 +Z 5.557 -Z 5.557 +Z 5.557 -Z -·-----·-· ------------------------------------------·- Sliding Force Resisting Force Sliding SafetyRatio Status --------------------------------------------------.. ------------------. --- Tension@ Bot. or Top? ___ As Req'd ___ Gvrn. As Actual As Phi*Mn Status Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK Bottom 0.22 Bendinq 0.37 19.434 OK HTK Title: Dsgnr: Project Desc.: -· ·· ---Project Notes : STRUCTURAL ENG I NEER S Title Block Line 6 Job# I General Fooii~g Design ENERCALc, 1Nc.19a3.2010, ver: 6.0.22 ~ ~TI:tl\~ ~::.~~~· ~; :~ .. B:iili~~~r~1:5ri~i5f;~~I:ll~~1-1~1~~l!trii:~~~~~~~!fI~tmfl~~!i Description : Nemko Fooling X-X, +1.20D+0.50Lr+0.50L + 1 60W X-X, +1.20D+0.50Lr+0.50L +1.60W 5.557 5.557 +Z Bottom -Z Bottom 0.22 BendinQ 0.22 BendinQ 0.37 0.37 19.434 19.434 OK OK HTK Title: Dsgnr: Project Desc.: ------------Project Notes : STRUCTURAL ENG I NEER S Title Block Line 6 Job# ~ :~~tJf T ~. ~-.' -... Description : Nemko Footing Footing Flexure Footing Flexure Load Combination ... Mu Which Tension@ Bot. Side? or Top? As Req'd Gvrn. As Actual As Phi*Mn --------·---~-----... X-X, +1.20D+0.50L +0.50S+1.60W X-X, +1.20D+0.50L +0.50S+1.60W X-X, +1.20D+0.50L +0.20S+E X-X, +1.20D+0.50L +0.20S+E Z-Z, +1.40D . Z-Z,+1.40D Z-Z, +1.20D+0.50Lr+1.60L +1.60H Z-Z, +1.20D+0.50Lr+1.60L +1.60H Z-Z. +1.20D+1.60L +0.50S+1.60H Z-Z, +1.20D+1.60L +0.50S+1.60H Z-Z, +1.20D+1.60Lr+0.50L Z-Z, +1.20D+1.60Lr+0.50L Z-Z, +1.20D+0.50L +1.60S Z-Z. +1.20D+0.50L +1.60S Z-Z, +1.20D+0.50Lr+0.50L +1.60W Z-Z, +1.20D+0.50Lr+0.50L +1.60W Z-Z, +1.20D+0.50L +0.50S+1.60W Z-Z, +1.20D+0.50L +0.50S+1.60W Z-Z, +1.20D+0.50L +0.20S+E Z-Z, +1.20D+0.50L +0.20S+E One Way Shear ---~ OMO • Load Combinatiorh +1.40D +1.20D+0.50Lr+1.60L +1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60Lr+0.50L +1.20D+0.50L +1.60S +1.20D+0.50Lr+0.50L +1./30W +1.20D+0.50L +0.50S+1.60W +1.20D+0.50L +0.20S+E ; . Punching Shear Load Combination ... +1.40D +1.20D+0.50Lr+1.60L +1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60Lr+0.50L +1.20D+0.50L +1.60S +1.20D+0.50Lr+0.50L +1.,60W +1.20D+0.50L +0.50S+1.60W +1.20D+0.50L +0.20S+I;. 5.557 5.557 5.557 5.557 0.1108 0.1108 0.2849 0.2849 0.2849 0.2849 0.1543 0.1543 0.1543 0.1543 0.1543 0.1543 0.1543 0.1543 0.1543 0.1543 Vu@-X 0.2627psi 0.6756psi 0.6756psi 0.3659psi 0.3659 psi 0.3659 psi 0.3659psi 0.3659psi +Z Bottom 0.22 Bendinq -Z Bottom 0.22 BendinQ +Z Bottom 0.22 Bendinq -Z Bottom 0.22 BendinQ -X Bottom 0.22 BendinQ +X Bottom 0.22 BendinQ -X Bottom 0.22 BendinQ +X Bottom 0.22 BendinQ -X Bottom 0.22 Bendinq +X Bottom 0.22 BendinQ -X Bottom 0.22 Bendini:i +X Bottom 0.22 Bendini:i -X Bottom 0.22 BendinQ +X Bottom 0.22 BendinQ -X Bottom 0.22 Bendina +X Bottom 0.22 BendinQ -X Bottom 0.22 BendinQ +X Bottom 0.22 Bendinq -X Bottom 0.22 BendinQ +X Bottom 0.22 Bendini:i Vu@+X Vu@-2 Vu@+Z 0.2299psi 6.502 psi 6.502 psi 0.5911 psi 16.72 psi 16.72 psi 0.5911 psi 16.72 psi 16.72 psi 0.3202psi 9.057 psi 9.057 psi 0.3202 psi 9.057 psi 9.057 psi 0.3202psi· 9.057 psi 9.057 psi 0.3202psi 9.057 psi 9.057 psi 0.3202psi 9.057 psi 9.057 psi Vu Phi*Vn 8.982 psi 179.91 osi 23.096 psi 179.91 psi 23.096 psi 179.91 psi 12.51 PSI 179.91 psi 12.51 psi 179.91 psi 12.51 PSI 179.91 psi 12.51 PSI 179.91 osi 12.51 OSI 179.91 PSI 0.37 19.434 0.37 19.434 0.37 19.434 0.37 19.434 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 0.25 13.101 Vu:Max PhiVn Phi*Vn /Vu 6.502 psi 89.956 psi 0.07228 16.72 psi 89.956 psi 0.1859 16.72 psi 89.956 psi 0.1859 9.o57 psi 89.956 psi 0.1007 9.05ipsi 89.956 psi 0.1007 9.057 psi 89.956 psi 0.1007 9.057psi 89.956 psi 0.1007 9.057psi 89.956 psi 0.1007 Vu/ Phi*Vn 0.04992 0.1284 0.1284 0.06954 0.06954 0.06954 0.06954 0.06954 Status OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Status OK OK OK OK OK OK OK OK Status OK OK OK OK 01< OK OK OK , ij7 HJ K 14288 Danielson St. ~· Suite200 STRUCTURAL ENGINEERS Poway, CA 92064 Title : Nemko Wall @ Tilt-up Panel Job # : Dsgnr: Description .... Page: __ Date: OCT 8,2010 This Wall in File: c:\docum-ents and s-ettin-gs\davidm\my do, Retain Pro 9 © 1989-2010 Ver: 9.13 8137 Registration#: RP-1168495 . RP9.13 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design I Criteria _________ __.. I Soil Data • Retained Height = 3.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Footingl!Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Code: CBC 2007 ._,I s.u.r•c•h•a111rg111e•L•o•a•d•s _____ _., Lateral Load Applied to Stem I I Adjacent Footing Load • Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 404.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axfal Dead Load = Axial Live Load = Axial Load Eccentricity = I Design Summary Wall Stability Ratios 0.0 lbs 0.0 lbs o.o in • • Overturning = 3.35 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 2,317 lbs 6.86 in Soil Pressure @ Toe = 1,222 psf OK Soil Pressure@Heel = 41 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,711 psf ACI Factored @ Heel = 58 psf Footing Shear@ Toe = 0.8 psi OK Footing Shear @ Heel = o.o psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 310.3 lbs Load Factors Building Code CBC2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.0Q0 Retain Pro Software @ 2009 HBA Publications. Inc. All Rights Reserved Lateral Load = 233.0 #/ft ... Height to Top = 3.50 ft ... Height to Bottom = 2.50 ft The above lateral load has been increased 1.00 by a factor of Wind on Exposed Stem = 0.0 psf I Stem Construction • Top Stem Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment.. .. Actual Moment. .... Allowable Shear ..... Actual ft= = = = = = = lbs= ft-#= = psi= Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Stem OK 0.00 Masonry 8.00 # 5 16.00 Center 0.741 331.7 842.1 1,136.9 . 7.4 38.7 84.0 3.75 30.00 Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio HOOK EMBED INTO FTG in= 7.00 Lap splice above base reduced by stress ratio Masonry Data fm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. in= Masonry Block Type = Masonry Design Method = Concrete Data fc psi= Fy psi= Licensed to: HTK Structural Engineers Poway, CA 92064 1,500 20,000 Yes 21.48 1.000 7.60 Normal Weight ASD = = = = = = 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 www.RetainPro.com . ". IT7: HT K 14288 Danielson St. Title : Nemko Wall @ Tilt-up Panel Page: __ _ /"__J' Suite 200 Job # : Dsgnr: Date: OCT 8,2010 , STRUCTURAL ENGINEERS Poway, CA 92064 Description .... This Wall in File: c:\documents and settings\davidm\my do, Retain Pro 9 © 1989-2010 Ver: 9.13 8137 Registration#: RP-1168495 RP9.13 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 J Footing Dimensions & Strengths • Toe Width = 3.00 ft Heel Width = 0.67 Total Footing Width = 3.67 Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover@ Top 3.00 @ Btm.= 3.00 in Footing Design Results ....ToL Factored Pressure = 1,711 Mu' : Upward = 6,194 Mu' : Downward = 4,943 Mu: Design = 1,250 Actual 1-Way Shear = 0.82 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr • Heel 58 psf 0 ft-# 0 ft-# 0 ft-# 0.00 psi 0.00 psi Key: Slab Resists Sliding -No Force on Key I Summary of Overtuming & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item Heel Active Pressure Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load = = = = = = Load @ Stem Above Soil = Total = Resisting/Overturning Ratio lbs ft ft-# 316.1 1.42 447.8 -45.9 -192.8 233.0 310.3 0.58 0.88 4.25 0.T.M. = -26.8 -168.7 990.3 1,242.5 Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions= Footing Weight = Key Weight = . .... RESISTING ..... Force Distance Moment lbs ft ft-# 3.67 165.0 1.50 247.5 1,212.0 1.50 1,818.0 252.0 3.33 840.0 687.5 1.83 1,260.4 0.50 Vertical Loads used for Soil Pressure = = 3.35 2,316.5 lbs Vert. Component _= ____ _ DESIGNER NOTES: Total= 2,316.5 lbs R.M.= 4,165.9 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. • Retain Pro Software© 2009 HBA Publications. Inc. All Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com . fT7 HT K 14288 Danielson St. /",,,._11 Suite 200 STRUCTURAL ENGI.NEERS Poway, CA 92064 Title : Nemko Wall Job # : Dsgnr: Description .... Page: __ Date: OCT 8,2010 This Wall in File: c:\documents and settings\davidm\my do, Retain Pro 9 © 1989 -2010 Ver: 9.13 8137 Registration #: RP-1168495 RP9.13 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design J Criteria ___________ , J Soil Data I Retained Height = 3.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingjjSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Code: CBC 2007 ·: 1t' '•1.' l,s.u.rc•h•a.rg1111e•L•o•a•d•s-----•' J Lateral Load Applied to Stem •• J Adjacent Footing Load I Surcharge Over Heel = 0.0 psf Lateral Load Used To Resist Sliding & Overturning ... Height to Top Surcharge Over Toe = 404.0 psf ... Height to Bottom Used for Sliding & Overturning The above lateral load = = = I Axial Load Applied to Stem L_ has been increased . ! by a factor of Axial Dead Load = Axial Live Load = 0.0 lbs 0.0 lbs 0.0 in Wind on Exposed Stem = Axial Load Eccentricity = 100.0 #/ft 3.00 ft 0.00 ft 1.00 0.0 psf I Design Summary • J Stem Construction I Top Stem Wall Stability Ratios Overturning = 2.56 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 1,883 lbs 7.26 in Soil Pressure @ Toe = 1,406 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @Toe = 1,969 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 2.0 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 377.3 lbs Design Height Above Ft£ ft= Wall Material Above "Ht" = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force @ Section lbs= Moment.. .. Actual ft-#= Moment. .... Allowable = Shear ..... Actual psi= Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Stem OK 0.00 Masonry 8.00 # 5 16.00 Center 0.522 398.7 593.1 1,136.9 8.9 38.7 84.0 3.75 30.00 HOOK EMBED INTO FTG in= 7.00 Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Lap splice above base reduced by stress ratio Load Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 Retain Pro Software© 2009 HBA Publications. Inc. All Rights Reserved Masonry Data fm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. in= Masonry Block Type = Masonry Design Method = Concrete Data fc psi= Fy psi= Licensed to: HTK Structural Engineers Poway, CA 92064 1,500 20,000 Yes 21.48 1.000 7.60 Normal Weight ASD = o.o lbs = 0.00 ft = 0.00 in = o:oo ft Line Load = 0.0 ft = 0.300 www.RetainPro.com Title : Nemko Wall Page: __ _ . . 1:1 HT K 14288 Danielson St. ~· Suite200 STRUCTURAL ENGINEERS Poway, CA 92064 Job# Dsgnr: Date: OCT 8,2010 Description .... This Wall in File: c:\documents and settings\davidm\my cto, Retain Pro 9 © 1989-2010 Ver: 9.13 8137 Registration#: RP-1168495 RP9.13 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 J Footing Dimensions & Strengths • I Footing Design Results • Toe Width = 2.33 ft ....I2!L Heel Heel Width = 0.67 Factored Pressure = 1,969 O psf Total Footing Width = 3.00 Mu': Upward = 0 0 ft-# Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Mu' : Downward = 0 0 ft-# Mu: Design = 949 0 ft-# Actual 1-Way Shear = 1.95 0.00 psi Allow 1-Way Shear = 75.00 0.00 psi Toe Reinforcing = None Spec'd fc = 2,500psi Fy = 60,000 psi Footing Concrete Density = 150.00pcf Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Min.As% = 0.0018 Cover@Top 3.00 @Btm.= 3.00 in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Slab Resists Sliding -No Force on Key Summary of Overturning & Resisting Forces &.Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 316.1 1.42 447.8 Soil Over Heel = Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Heel = Surcharge Over Toe = -192.8 0.88 -168.7 Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem= Added Lateral Load = 300.0 2.75 825.0 * Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions= Total = 377.3 O.T.M. = 1,077.3 Footing Weigh1 = Resisting/Overturning Ratio = 2.56 Key Weight = Vertical Loads used for Soil Pressure = 1,883.3 lbs Vert. Component = ..... RESISTING ..... Force Distance Moment lbs ft ft-# 3.00 128.2 1.17 149.3 941.3 1.17 1,096.6 252.0 2.66 671.2 561.9 1.50 841.9 0.50 Total= 1,883.3 lbs R.M.= 2,759.0 DESIGNER NOTES: * Axial live load NOT included in total displayed1 or used for overturning resistance, but is included for soil pressure ca1culation. • Retain Pro Software© 2009 HBA Publications. Inc. All Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro.com . f:7 HT K 14288 Danielson St. /",.__f' Suite 200 ' STRUCTURAL ENGINEERS Poway, CA 92064 Title : Nemko Wall Job # : Dsgnr: Description .... Page: __ Date: OCT 8,2010 This Wall in File: c:\documents and settings\davidm\my do, Retain Pro 9 © 1989-2010 Ver: 9.13 8137 Registration #: RP-1168495 RP9.13 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 I Criteria Retained Height = 3.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft I Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 404.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = I Design Summary Wall Stability Ratios 0.0 lbs 0.0 lbs o.o in I • • • Overturning = 2.68 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 1,931 lbs 6.74 in Soil Pressure@Toe = 1,374 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @Toe = 1,924 psf ACI Factored @ Heel = O psf Footing Shear@ Toe = 4.5 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 377.3 lbs Load Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.600 Seismic, E 1.000 Retain Pro Software© 2009 HBA Publications. Inc. All Rights Reserved I I Soil Data • Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootinglJSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in . ·: {11tri~~~'ii;:/: :.' Lateral Load Applied to Stem I I Adjacent Footing Load Lateral Load = 100.0 #/ft ... Height to Top = 3.00 ft ... Height to Bottom = 0.00 ft The above lateral load has been increased 1.00 by a factor of Wind on Exposed Stem = 0.0 psf I Stem Construction I Top Stem Design Height Above Fti; ft= Wall Material Above "Ht" = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@Section lbs= Moment.. .. Actual ft-#= Moment. .... Allowable = Shear ..... Actual psi= Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in= LAP SPLICE IF BELOW in= Stem OK 0.00 Concrete 8.00 # 4 12.00 Center 0.200 457.9 679.0 3,387.6 13.3 75.0 100.0 4.00 12.00 HOOK EMBED INTO FTG in= 8.40 Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Lap splice above base reduced by stress ratio Masonry Data rm psi= Fs psi= Solid Grouting = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Normal Weight Masonry Design Method = ASD Concrete Data re psi= Fy psi= Licensed to: HTK Structural Engineers Poway, CA 92064 2,500.0 60,000.0 = = = = = = I 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 www.RetainPro.com Title : Nemko Wall Page: __ _ , fi7 HT K 14288 Danielson St. ., ~· Suite200 STRUCTURAL ENGINEERS Poway, CA 92064 Job # : Dsgnr: Date: OCT 8,2010 Description .... This Wall, in File: c:\documents and settings\davidm\my do, Retain Pro 9 © 1989-2010 Ver: 9.13 8137 Registration#: RP-1168495 RP9.13 Licensed to: HTK Structural Engineers Cantilevered Retaining Wall Design Code: CBC 2007 j Footing Dimensions & Strengths • Toe Width = 2.33 ft Heel Width = 0.67 Total Footing Width = 3.00 Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft f'c = 2,500psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover@Top 3.00 @Btm.= 3.00 in Footing Design Results ....ToL Factored Pressure = 1,924 Mu' : Upward = 0 Mu' : Downward = 0 Mu: Design = 679 Actual 1-Way Shear = 4.55 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr • Heel 0 psf 0 ft-# 0 ft-# 0 ft-# 0.00 psi 0.00 psi Key: Slab Resists Sliding -No Force on Key Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 316.1 1.42 447.8 Soil Over Heel = Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Heel = Surcharge Over Toe = -192.8 0.88 -168.7 Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral load = 300.0 2.75 825.0 * Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Total = 377.3 O.T.M. = 1,077.3 Footing Weight = Resisting/Overturning Ratio = 2.68 Key Weight = Vertical Loads used for Soil Pressure = 1,931.3 lbs Vert. Component = ..... RESISTING ..... Force Distance Moment lbs ft ft-# 3.00 128.2 1.17 149.3 941.3 1.17 1,096.6 300.0 2.66 799.0 561.9 1.50 841.9 0.50 Total= 1,931.3 lbs R.M.= 2,886.8 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. , DESIGNER NOTES: • Retain Pro Sofuvare © 2009 HBA Publications. Inc. All.Rights Reserved Licensed to: HTK Structural Engineers Poway, CA 92064 www.RetainPro,com ., FINAL REPORT OF TESTING AND OBSERVATION SERVICES DURING SITE GRADING NELLCOR PURITAN BENNETT ADDITION CARLSBAD, CALIFORNIA PREPARED FOR NELLCOR PURITAN BENNETT INCORPORATED CARLSBAD, CALIFORNIA GEOCON INCORPORATED Project No. 05772-11-02 January 15, 1997 Nellcor Puritan Bennett Incorporated 2200 Faraday Avenue Carlsbad, California 92008 Attention: Mr. Carey Chenoweth Subject: NELLCOR PURITAN BENNETT ADDITION CARLSBAD RESEARCH CENTER, LOT 44 CARLSBAD, CALIFORNIA Gentlemen: FINAL REPORT OF TESTING AND OBSERVATION SERVICES DURING SITE GRADING In accordance with your request and, our proposal No. LG-96299 dated November 13, 1996, we have provided compaction testing and observation services during the mass grading of the subject she. Our services were performed during the period of November 1 and November 14, 1996. The scope of our services included the following: + Observing the grading operation, including the partial removal and/recompaction of undocumented fill soils. + Performing in-place density tests in fill placed and compacted at the site. + Performing laboratory tests to aid in evaluating the compaction, and expansion characteristics of various soil conditions encountered and/or used for fill. + Preparing an "As-Graded" Geologic Map. + Preparing this final report of grading. GENERAL The grading contractor for the project was F. J. Willert Contracting Corporation Incorporated. The project plans were prepared by Kahr and Associates and are entitled Grading Plans For: Lots 44 & 45, C. T. 85-24, Map 11810, Nellcor Puritan Bennett, dated October 24, 1996. The project soils report is entitled Geotechnical Investigation for Nellcor Puritan Bennett Addition, prepared by 6960 Flanders Drive • San Diego, California 92121-297 4 • Telephone (858) 558-6900 • Fax ( 858) 558-6159 Geocon Incorporated, dated August 13, 1996. References to elevations and locations herein were based on surveyor's or grade checker's stakes in the field and/or interpolation from the referenced Grading Plans. Geocon Incorporated did not provide surveying services and, therefore, has no opinion regarding the accuracy of the as-graded elevations or surface geometry with respect to the approved grading plans or proper surface drainage. GRADING Grading began with the removal of brush and vegetation from the area to be graded. Existing undocumented fill soils within the perimeter of the building pad were removed to a depth of approximately 15 feet and/or until formational soils were exposed, whichever occurred first. The existing fill soils were laterally removed 5 and 30 feet beyond the north and south building lines, respectively. The existing fill soils encountered in the north parking, loading dock, and driveway areas were removed to a depth of approximately 3 feet below proposed subgrade elevation. The existing fill soils to the west and east ends of the building pad were removed to the toe of proposed fill slopes and/or at least 5 feet beyond the building footprint. Prior to placing fill soils, the bottom of the excavation was scarified, moisture conditioned, and compacted. Fill soils derived from on-site excavations were then placed and compacted in layers until the design elevations were attained. The excess soils generated during the grading operations were spread uniformly over the south vacant portion of the lot without any compactive effort. If additional improvements are proposed in this area, these soils along with any undocumented fill should be removed and recompacted prior to receiving any settlement-sensitive improvements. In general, the on-site fill materials consist of dark olive-brown, silty, sandy clays to clayey, silty sands. During the grading operation, compaction procedures were observed and in-place density tests were performed to evaluate the relative compaction of the fill material. The in-place density tests were performed in general conformance with ASTM Test Method D-2922-81 (nuclear). The results of the in-place dry density and moisture content tests are summarized on Table I. In general, the in-place density test results indicate that the fill soil placed under the geotechnical services of Geocon Incorporated has a relative compaction of at least 90 percent at the locations tested. The approximate locations of the in-place density tests are shown on the As-Graded Geologic Map, attached as Figure No. I Laboratory tests were performed on samples of material used for fill to evaluate moisture-density relationships, optimum moisture content and maximum dry density (ASTM D-1557-91) and expansion characteristics. The results of the laboratory tests are summarized in Tables II and III. Project No. 05772-11-02 -2-January 15, 1997 Slopes In general, the fill slopes constructed under the geotechnical services provided by Geocon Incorporated have planned inclinations of 2 to 1 (horizontal to vertical) or flatter, with maximum heights of approximately 8 feet. The fill slopes were either over-filled and cut back or were track- walked with a bulldozer during grading. All slopes should be planted, drained, and maintained to reduce erosion. Slope irrigation should be kept to a minimum to just support the vegetative cover. Surface drainage should not be allowed to flow over the top of the slope. Finish Grade Soil Conditions During grading operations, formational soils exposed within 3 feet of pad grade elevation were undercut approximately 3 feet below rough finish grade and replaced with compacted fill soil. Based on laboratory test results, the prevailing soil conditions within approximately the upper 3 feet of rough pad grade on the building pad lot have an Expansion Index of 90 or less and are generally classified as having a "medium" expansion potential as defined by the Uniform Building Code (UBC) Table 18-I-B. Table III presents a summary of the indicated Expansion Index of the prevailing subgrade soil condition for the building pad. SOIL AND GEOLOGIC CONDITIONS The soil and geologic conditions encountered during grading were found to be similar to those described in the project geotechnical report. In general, the entire site is underlain by fill soils consisting of dark olive brown, silty, sandy clays to clayey, silty sands. Soils of the Point Loma formation characterized as green to olive-green, clayey to very clayey silty underlie the fill soils. The enclosed As-Graded Geologic Map depicts the general geologic conditions observed. No soil or geologic conditions were observed during grading which would preclude the continued development of the property as planned. CONCLUSIONS AND RECOMMENDATIONS 1.0 General 1.1 Based on observations and test results, it is the opinion of Geocon Incorporated that the grading, which is the subject of this report, has been performed in substantial conformance with the recommendations of the previously referenced project soil report. Soil and geologic conditions encountered during grading which differ from those anticipated by the project soil Project No. 05772-11-02 -3. January 15, 1997 report are not uncommon. Where such conditions required a significant modification to the recommendations of the project soil report, they have been described herein. 2.0 Future Grading 2.1 Any additional grading performed at the site should be accomplished in conjunction with our observation and compaction testing services. Grading plans for any future grading should be reviewed by Geocon Incorporated prior to finalizing. All trench backfill in excess of one- foot thick should be compacted to at least 90 percent relative compaction. This office should be notified at least 48 hours prior to commencing additional grading or backfill operations. 3.0 Foundations 3.1.1 Conventional Spread and Continuous Footings 3.1.1.1 Foundations for that part of the structure underlain by formational soils and/or properly compacted fills of less than 15 feet in total thiclmess should consist of continuous strip footings and/or isolated spread footings. Continuous footings should be at least 12 inches wide and extend at least 24 inches below lowest adjacent pad grade. Isolated spread footings should have a minimum width of 2 feet and extend at least 24 inches below lowest adjacent pad grade. Continuous footing steel reinforcement should consist of at least four No. 4 reinforcing bars placed horizontally in the footings, two near the top and two near the bottom. Steel reinforcement for the spread footings should be designed by the project structural engineer. 3.1.1.2 The minimum reinforcement recommended above is based on soil characteristics only (Expansion Index of 90 or less) and is not intended to replace reinforcement required for structural considerations. 3.1.1.3 The recommended allowable bearing capacity for foundations designed as recommended above is 3,000 psf. This allowable soil bearing pressure may be increased by an additional 500 psf for each additional foot of depth and 300 psf for each additional foot of width, to a maximum allowable bearing capacity of 5,000 psf. The values presented above are for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces. Project No. 05772-11-02 -4-January 15, 1997 3.1.1.4 If the foundations are constructed as recommended above, differential and total settlements of less than 1/2 inch are estimated. 3.1.1.5 Foundation excavations should be observed by a representative of Geocon Incorporated prior to the placement of reinforcing steel to verify that the exposed soil conditions are consistent with those anticipated. If unanticipated soil conditions are encountered, foundation modifications may be required. 3.1.1. 6 Footings located within 7 feet of the top of slopes are not recommended. However, footings that must be located within this zone should be extended in depth such that the outer bottom edge of the footing is at least 7 feet or horizontally from the face of the slope. 3.1.2 Drilled Caissons 3.1.2.1 The differential fill thiclmesses and the presence of undocumented fill soils underlying the structure will require the use of a special foundation system consisting of drilled caissons with grade beams and a structural slab within the central portion of the building. 3.1.2.2 It is recommended that the central portion of the warehouse building be founded on a drilled pier and grade beam foundation system. The drilled piers should be a minimum of 24 inches in diameter and extend through the fill soils and a minimum of 5 feet into formational materials. 3.1.2.3 Drilled piers with the above dimensions may be designed for an allowable end bearing pressure of 16,000 psf and an allowable skin friction pressure of 600 psf and 400 psf for that portion of the pier informational material and fill soils, respectively. The allowable end bearing pressure may be increased by 1,000 psf for each additional foot (greater than the minimum 5 feet) of embedment into formational materials and an additional 1,500 psf for each additional foot of diameter up to a maximum of 30,000 psf. The pressures given above are in addition to the weight of the caisson. 3.1.2.4 It is anticipated that some negative skin friction (down drag) will be applied to the drilled piers resulting from the potential consolidation of existing fill soils. The negative skin friction, however, is expected to be minimal and its effect has been taken into consideration in developing the allowable skin friction pressure provided above. The effects of negative skin friction, therefore, need not be included in structural design. Project No. 05772-11-02 -5 -January 15, 1997 3.1.2.5 Resistance to lateral loads on drilled :(Jiers should be based on the passive soil pressures developed within the surrounding soils. For design purposes, the lateral resistance may be assumed equal to H1x250 pcf + H2x350 pcf, where H1 is the depth of pier embedment into fill soils (in feet) and H2 is the depth (in feet) of embedment into formational soils. The passive pressures should be limited to a maximum of 8,000 psf. 3.1.2.6 For use in designing for wind, seismic, or other temporary loads, allowable uplift capacity of the drilled piers may be assumed to be equal to the skin friction values provided above in Paragraph 3.2.3, plus the weight of the pier. 3.1.2. 7 Reinforcing for the drilled piers should be designed by the project structural engineer. 3.2 Concrete Slabs-On-Grade 3.2.1 Concrete slabs-on-grade (cut and/or compacted fill area) should have a minimum thickness of 5 inches, be underlain by 4 inches of clean sand and reinforced with No. 3 steel reinforcing bars spaced 18 inches on center each way and placed at the slab midpoint. If floors are subjected to large point loads or heavy forklift loads, slabs should be increased to a minimum thickness of 6 inches and reinforcement should be designed by the project structural engineer. Where moisture sensitive floor coverings, or storage areas for moisture sensitive materials are planned, the slabs should be underlain by a visqueen moisture barrier placed at the midpoint of the sand blanket. 3.2.2 The above minimum reinforcement recommendations for footings and concrete slabs-on- grade are based upon anticipated soil characteristics only and are not intended to be in lieu of structural considerations. Additional steel reinforcement should be designed by the project structural engineer. 3.2.3 The concrete floor slab within the central portion of the building (supported by the deep foundation system) is anticipated to be a structural floor and should be designed by the project structural engineer. 3.2.4 The project structural engineer should consider the requirement for transitioning from the conventional slab-on-grade to that portion of the structure supported by the pier/grade beam foundation. Project No. 05772-11-02 -6. January 15, 1997 3.2.5 All exterior concrete flatwork with dimensions exceeding 8 feet, should be reinforced with 6x6-6/6 welded wire mesh to reduce the potential for cracking. In addition, all concrete flatwork should be provided with crack control joints at a maximum spacing of 12 feet. Proper moisture content of surficial subgrade soils should be verified prior to placing concrete. 3.2.6 The recommendations presented herein are intended to reduce the potential for cracking of slabs and foundations due to expansive soils and differential settlement of deep fills. However, even with the incorporation of the recommendations presented herein, foundations and slabs-on-grade may still exhibit some cracking. The occurrence of concrete shrinkage cracks are independent of the supporting soil characteristics. Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, the use of control joints and proper concrete placement and curing. Control joints within slabs should be spaced at intervals as recommended by the American Concrete Institute to reduce shrinkage cracking. 4.0 Retaining Walls and Lateral Loads 4.1 Active earth pressures against walls will depend upon the slope of backfill and the degree of wall restraint. Unrestrained walls with a level backfill surface should be designed to resist an active pressure equivalent to that generated by a fluid weighing 35 pcf. For rigid, absolutely restrained walls, an additional uniform pressure of m psf (where H equals the wall height in feet) should be added to the above active pressures. These values assume a drained backfill condition with no hydrostatic pressure behind the wall. 4.2 The above recommendations assume level, properly drained granular backfill with no surcharge loading on the wall. For 2 to 1 sloping backfill, an active earth pressure equivalent to that exerted by a fluid weighing 45 pcf should be assumed. 4.3 These soil pressures assume that the backfill materials within an area bounded by the wall and a 1: 1 plane extending upward from the base of the wall will have an Expansion Index of less than 50. 4.4 All retaining walls should be provided with a drainage system adequate to prevent the buildup of hydrostatic forces and should be waterproofed as required by the project architect or design engineer. The above recommendations assume a properly compacted granular backfill material with no hydrostatic forces or imposed surcharges. If conditions different Project No. 05772-11-02 -7-January 15, 1997 than those described are anticipated, or if special drainage details are desired, Geocon Incorporated should be contacted for additional recommendations. 4.5 Lateral loads may be resisted by a passive pressure equivalent to that generated by a fluid weighing 250 pcf and 350 pcf for foundations in properly compacted fill and natural formational soils, respectively. The upper 12 inches of soil not protected by pavement or floor slabs should not be included in the design for lateral pressure. A coefficient of friction of 0.35 may be used to calculate the resistance to sliding along the concrete/ soil interface. 5.0 Slope Maintenance 5.1 Slopes that are steeper than 3: 1 (horizontal to vertical) may, under conditions which are both difficult to prevent and predict, be susceptible to near-surface (surficial) slope instability. The instability is typically limited to the outer 3 feet of a portion of the slope and does not directly impact the improvements on the pad areas above or below the slope. The occurrence of surficial instability is more prevalent on fill slopes and is generally preceded by a period of heavy rainfall, excessive irrigation, or the migration of subsurface seepage. The disturbance and/or loosening of the surficial soils, as might result from root growth, soil expansion, or excavation for irrigation lines and slope planting, may also be a significant contributing factor to surficial instability. It is, therefore, recommended that, to the maximum extent practical: (a.) disturbed/loosened surficial soils be either removed or properly recompacted, (b.) irrigation systems be periodically inspected and maintained to eliminate leaks and excessive irrigation, and (c) surface drains on and adjacent to slopes be periodically maintained to preclude ponding or erosion. It should be noted that although the incorporation of the above recommendations should reduce the potential for surficial slope instability, it will not eliminate the possibility, and therefore, it may be necessary to rebuild a portion of the project's slopes in the future. 6.0 Site Drainage 6.1 Adequate drainage is imperative to reduce the potential for differential soil movement, erosion and subsurface seepage. Under no circumstances should water be allowed to pond adjacent to footings. The site should be graded and maintained such that surface drainage is directed away from the structure and the top of slopes into swales or other controlled drainage devices. Roof and pavement drainage should be directed into conduits which carry runoff away from the proposed structure. Project No. 05772-11-02 -8-January 15, 1997 6.2 Landscaping planters immediately adjacent to paved areas are not recommended due to the potential for surface or irrigation water to infiltrate the pavement's subgrade and base course. It is suggested that either subdrains, which collect excess irrigation water and transmit it to drainage structures, or impervious, above-grade planter boxes be used. In addition, where landscaping is planned adjacent to the pavement, it is recommended that consideration be give to providing a cutoff wall along the edge of the pavement that extends at least 6 inches below the base material. LIMITATIONS The conclusions and recommendations contained herein apply only to our work with respect to grading, and represent conditions at the date of our final observation November 14, 1996. Any subsequent grading should be done in conjunction with our observation and testing services. As used herein, the term "observation" implies only that we observed the progress of the work with which we agreed to be involved. Our services did not include the evaluation or identification of the potential presence of hazardous or corrosive materials. Our conclusions and opinions as to whether the work essentially complies with the job specifications are based on our observations, experience, and test results. Subsurface conditions, and the accuracy of tests used to measure such conditions, can vary greatly at any time. We make no warranty, expressed or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. We will accept no responsibility for any subsequent changes made to the site by others, by the uncontrolled action of water, or by the failure of others to properly repair damages caused by the uncontrolled action of water. The findings and recommendations of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. Project No. 05772-11-02 -9 -January 15, 1997 If you should have any questions regarding this interim report, or if we may be of further service, please contact the undersigned at your convenience, Very truly yours, RCE42132 RRG:slc (2) Addressee (2/del) Lusardi Construction Company -Job Site Attention: Mr. Larry Letts Project No. 05772-11-02 • IO. January 15, 1997 lg 1111'1 II Ii .. 111 EX.0R1'4WJ.Ytoll£WM $,7. -~1 ~---,;{~--u. _); ·~. r . . . . .. / jJ • ' I ri ducf/k,ij_ I . t · .; I ~ ,• • I • .S-' ~ I r . t~-...... t. ! I ,I ; ~ ~ \ 1:X. EIUl.DING FlNISH FLOOO 2a8 00 //' ~ .,f 0/Jdf ~ . .· / i k. i ;/~~ !:!. ~ • /-+~ . :~..,":::"' ,,/ ;~~ rz c--.....,._ c=;.J SCAt.E1 I'" "' 40:' ' • -CPNCBEIE' VA' I fY GUT IfB PETAJ' A N.T,S, JOMl.'11,TU ¢.11(1\fAPI FII.TU-srs101i,..,_,~: ,,,..1io,cwnmxs i!CTAJI 'B' -QI! L GBrest: INif8'"£PIPB N.T.S. l:il2!t:. roSSIL flLTtRS TO st REPlACtD AM,,VAU.Y PAIOR TO FlRST (,.t,U. RAU. .lU. NEW CATCH DASlliS SttAL\, HAIi[ rossa. FILTERS ~Ji.!9.99f'! ~ "Q,at .... , :,:i-.;i:~ .. r. ... ,w, O,IU•II•.!',: '{··.·:. :· ~:·-:. :.,::::.< . .-:::· ,:._: .:·~--:: -::.;·.~. ::,:.::::·<·. ··,: ··.· .... ,. : .. :·~:--·'._·· , .. ;;··: .... ,,::_ ,··:··-w· •. ' '/. •.• /::. -:.: .·:·,<·:~:.i:·-~~-;.f~·:::-':···:·:::--.. ··:-~·.,,,~v·??::,'-:::~.{~.~---.~,: ...... '..::~~-:;_,_.,, ... ;,.,;;=·:~·:::::':\T·-·:··:~::~:·::·:~_~:;_ ·:,,_'..;.,.,.-- foiY>··\;,:.:.;;,.,. ~ . ' .. , .. 1:\ .... ·· ..•.•....... < ;).\I::; . : .. \·::-::::._.,, .. ·.: ... <"=" -. r):_.<·.< ····]:\\:/', , ..... ....... ... ·.··~·>:·:/;:. :~.-;,:'.;~~.;."'.-~~~~.., ' • ' • , lia-t·-.JffR0XIMATE \.OCATIOH OF~~ "TRENCH . . ,:: ... ·: :·· ., . -:;/ ··, •, • • • • .-.....__:...JJ'PRoXJMATE LOCATION OF oEo(o~i cCNTACT -:· Qudf__~_,,...;u.=. · . K p ..'..POINT LOl,!A FMYATION ID~ :.'l"'"" -~.._ .·.· ... . •: ·.··· .. ~ :· _.. .·-... -~ .. ·: f ..... GtaOLOGIC MAP GEOCON :,': , ,_•:;:,_" >l'JI "'TII" I• ~,l'""*,."':'te'., ~:~t{~:;lll•ll-11 n~ PRELIMINARY SITE PLAN ........ ·---+- • I-<( I-z a: Wc,o Zz!:!: z .J WO~ CD::! z::> <Cm 1-W -(J) ~::> ~o a: m Oa:o 0<(< _J > m -1>~ w a: z <3 D AS-1 "' _,, Project No. 05772-11-02 (G) TABLE I FIELD DENSITY TEST RESULTS ., Elev. Plus Max. Opt. Field Field Field Req'd or 3/4" Dry Moist. Dry Moist. Rel. Rel. Test Depth Curve Rock Dens. Cont. Dens. Cont. Comp. Comp. No. Date Test Location (ft) No. (%) (pcf) (%) (pcf) , (%) (%) (%) ____ ,.. _______ --------__________________ " ___ ----------_ ___ ,,__ ------------------------------------ 1 11/01/96 CENTRAL BLDG PAD 279 1 0 110.9 16.9 98.6 22.6 89 90 lA 11/01/96 S-CENTRAL BLDG PAD 279 1 0 110.9 16.9 100.6 21.4 91 90 2 11/01/96 S-CENTRAL BLDG PAD 280 1 0 110.9 16.9 100.4 21. 6 91 90 3 11/01/96 S-CENTRAL BLDG PAD 281 1 0 110.9 16.9 100.0 20.9 90 90 4 11/04/96 CENTRAL BLDG PAD 283 1 0 110.9 16.9 99.4 20.6 90 90 5 11/04/96 CENTRAL BLDG PAD 284 1 0 110.9 16.9 99.6 18.9 90 90 6 11/04/96 SW BLDG PAD 285 1 0 110.9 16.9 99.9 17.9 90 90 7 11/04/96 CENTRAL BLDG PAD 287 1 0 110.9 16.9 99.5 21.4 90 90 8 11/04/96 CENTRAL BLDG PAD 289 2 0 111.8 17 .5 100.7 18.3 90 90 9 11/04/96 E-CENTRAL BLDG PAD 291 2 0 111. 8 17 .s 101.5 18.4 91 90 10 11/04/96 SW BLDG PAD 289 1 0 110.9 16.9 96.8 23.7 87 90 10A 11/04/96 SW BLDG PAD 289 1 0 110.9 16.9 100.0 23.0 90 90 11 11/04/96 S BLDG PAD 291 1 0 110.9 16.9 99.9 23.6 90 90 12 11/05/96 CENTRAL BLDG PAD 280 1 0 110.9 16.9 100.6 21.0 91 90 13 11/05/96 E-CENTRAL BLDG PAD 289 1 0 110.9 16.9 99.7 22.5 90 90 14 11/05/96 CENTRAL BLDG PAD 287 1 0 110.9 16.9 99.9 21.6 90 90 15 11/05/96 CENTRAL BLDG PAD 283 1 0 110.9 16.9 99.6 23.2 90 90 16 11/06/96 N BLDG PAD 282 2 0 111. 8 17.5 101.6 21.3 91 90 17 11/06/96 N BLDG PAD 278 2 0 111.8 17.5 100.3 23.3 90 90 18 11/06/96 NE BLDG PAD 287 2 0 111.8 17.5 100.4 22.1 90 90 19 11/06/96 N BLDG PAD 283 1 0 110.9 16.9 101.1 21.8 91 90 20 11/06/96 N BLDG PAD 286 1 0 110.9 16.9 99.4 20.4 90 90 21 11/06/96 N BLDG PAD 289 1 0 110.9 16.9 100.0 19.8 90 90 22 11/06/96 N PARKING 290 1 0 110.9 16.9 100.9 21.1 91 90 Note: See last page of table for explanation of coded terms r· Project No. 05772-11-02 (G) TABLE I FIELD DENSITY TEST RESULTS Elev. Plus Max. Opt. Field Field Field Req'd or 3/4" Dry Moist. Dry Moist. Rel. Rel. Test Depth Curve Rock Dens. Cont. Dens. Cont. Comp. Comp. No. Date Test Location (ft) No. (%) (pcf) (%) (pcf) (%) (%) (%) ----------------------------------------------------------------.... -----------... --...... -.. ----------- 23 11/06/96 N DRIVEWAY 290 1 0 110.9 16.9 97.4 22.4 88 90 23A 11/07/96 N DRIVEWAY 290 1 0 110.9 16.9 99.8 22.4 90 90 24 '11/07/96 N BLDG PAD 290 1 0 110.9 16.9 99.7 22.0 90 90 25 11/07/96 N BLDG PAD 289 1 0 110.9 16.9 99.7 17.9 90 90 26 11/07/96 NW BLDG PAD 287 1 0 110.9 16.9 99.0 21.0 89 90 26A 11/07/96 NW BLDG PAD 287 1 0 110.9 16.9 100.4 21. 3 91 90 27 11/07/96 NW BLDG PAD 289 1 0 110.9 16.9 102. 7 22.6 93 90 28 11/07/96 SE BLDG PAD 292 1 0 110.9 16.9 100.1 21. 9 90 90 29 11/08/96 NW BLDG PAD 291 1 0 110.9 16.9 99.9 22.9 90 90 30 11/08/96 NE BLDG PAD 292 1 0 110.9 16.9 99.9 21.1 90 90 31 11/08/96 CENTRAL BLDG PAD 292 1 0 110.9 16.9 99.8 22.3 90 90 32 11/08/96 SW BLDG PAD 288 1 0 110.9 16.9 96.2 24.6 87 90 32A 11/08/96 SW BLDG PAD 288 1 0 110.9 16.9 100.3 23.0 90 90 33 11/12/96 NW BLDG PAD 292 1 0 110.9 16.9 100.1 20.6 90 90 34 11/12/96 SW BLDG PAD 292 1 0 110.9 16.9 101.2 21.6 91 90 35 11/12/96 CORRIDOR E EXTG BLDG 288 1 0 110.9 16.9 102.7 19.1 93 90 36 11/12/96 CORRIDOR E EXTG BLDG 290 1 0 110.9 16.9 99.4 19.1 90 90 FG 37 11/13/96 NE BLDG PAD 293 1 0 110.9 16.9 99.5 19.6 90 90 FG 38 11/13/96 NW BLDG PAD 293 2 0 111. 8 17 .5 103.6 18.4 93 90 FG 39 11/14/96 SE BLDG PAD 293 2 0 111.8 17 .5 103.l 17.1 92 90 FG 40 11/14/96 S-CENTRAL BLDG PAD 293 1 0 110.9 16.9 99.8 21.1 90 90 FG 41 11/14/96 SW BLDG PAD 293 2 0 111.8 17.5 105.7 20.5 95 90 Note: See last page of table for explanation of coded terms Project No. 05772-11-02 (G) EXPLANATION OF CODED TERMS -TEST SUFFIX A, B, C, ... : Retest of previous density test failure, following moisture conditioning and/or recompaction. R: Fill in area of density test failure was removed and replaced with properly compacted fill soil. -PREFIX CODE DESIGNATION FOR TEST NUMBERS AD -Area Drain JT -Joint Trench ST -Slope Test B -Base Test MT -Moisture Test SW -Sidewalk CG -Curb & Gutter RW -Retaining Wall SZ -Slope Zone CW -Crib Wall SD -Storm Drain UT -Utility Trench DW -Driveway SG -Subgrade WB -Wall Backfill FG -Finish Grade SL -Sewer Lateral WL -Water Lateral IT -Irrigation Trench SM -Sewer Main WM -Water Main -CURVE NO. Corresponds to curve numbers listed in Table II, representing the laboratory maximum dry density/optimum moisture content data for selected fill soil samples encountered during testing and observation. -ROCK CORRECTION For density tests with rock percentage greater than zero, laboratory maximum dry density and optimum moisture content were adjusted for rock content. For tests with rock content equal to zero, laboratory maximum dry density and optimum moisture content values listed are then unadjusted values. -TYPE OF TEST SC: Sand Cone Test NU: Nuclear Density Test DC: Drive Cylinder Test -ELEVATION/DEPTH Test elevations/depths have been rounded to the nearest whole foot. Sample No. I 2 Sample No. 1 2 TABLE II SUMMARY OF LABO RA TORY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT TEST RESULTS ASTM D 1557-91 Description MaximumDry Optimum Moisture Density (pcf) Content (% dry wt.) Green to olive-green, very Clayey SILT 110.9 16.9 Green, Silty CLAY 111.8 17.5 TABLE Ill SUMMARY OF LABORATORY EXPANSION INDEX TEST RESULTS Moisture Content Dry Expansion Before Test (%) After Test (%) Density (pcf) Index 13.0 37.8 99.0 90 12.9 38.5 99.1 82 Project No. 05772-11-02 January 15, 1997 I / ' BUILDING ENERGY ANAL VSIS REPORT PROJECT: Nemko USA Tenant Improvements 12210 Faraday Carlsbad, CA 92008 Project Designer: Progressive Images 24665 Rancho Santa Teresa Ramona, CA 92065 760-789-3269 Report Prepared by: TOM HARINTON HARINTON MECHANICAL DESIGN INC 27475 YNEZ RD #246 TEMECULA, CA 92591 858 435-4803 Job Number: Date: 10/30/2010 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 both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EnergyPro 5.1 bv EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 4945 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone I Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad CA Climate Zone 07 31,204 nla GENERAL INFORMATION Building Type: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Relocatable -indicate D specific climate zone D all climates Phase of Construction: D New Construction D Addition D Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author herebv certifies that the documentation is accurate and complete. Documentation Author Jkf!J;~ Name TOM HARINTON Signature Company HARINTON MECHANICAL DESIGN INC Date 10/30/2010 Address 27475 YNEZ RD #246 Phone 858 435-4803 City/State/Zip TEMECULA, CA 92591 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to El D D sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section D D 181 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document D D D because it pertains to a structure or type of work described a;-rrnpt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1-. · / --- Principal Envelope Designer Signatur/ !) k /I -(7---Name Bruce Steingraber Company Progressive Images l 7 , Date Address ~ License# /2.q5_'!:> 24665 Rancho Santa Teresa City/State/Zip Ramona, CA 92065 Phone 760-789-3269 Principal Mechanical Designer o~w Name Dennis Rowland Signature Company Superior Air Date 10-30-2010 Address 8860 Kenamar Dr License# 669421 City/State/Zip San Diego, CA 92101 Phone 858 635-6270 Principal Lighting Designer Name Signature Company Lighting Compliance Not In The Scope Of This Submittal Date Address License# City/State/Zip Phone INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) @ ENV-1C Certificate of Compliance. Required on plans. @ MECH-1C Certificate of Compliance. Required on plans. D LTG-1C Certificate of Compliance. Required on plans. 121 MECH-2C Air/Water Side/Service Hot Water & Pool Requirements. D LTG-2C Lighting Controls Credit Worksheet. @ MECH-3C Mechanical Ventilation and Reheat. D LTG-3C Indoor Lighting Power Allowance. @ MECH-SC Mechanical Equipment Details. EnergyPro 5. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 3 of37 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr} Standard Proposed Compliance Energy Component Design Design Margin Heating Space Heating 1.19 0.77 0.42 Cooling ,-..,,,,-..._n~ ' ~ -~~ ---'<"' Space Cooling 91.87 87.52 4.36 Fans , _ _,,.,,,,•Nt·-'" «-N "''"" -~ ~ .... Indoor Fans ,_. ,, ., 55.26 55.83 -0.57 Heat Rejection 0.00 0.00 0.00 Heat Rej =•n,' ' ·-··-"'' . " ,, '" Pumps & Misc. 0.00 0.00 0.00 Pumps Domestic Hot Water 0.00 0.00 0.00 DHW Lighting 57.14 57.14 0.00 Lighting-: Receptacle ~---~~-.... ----1--~--.......... Receptacle 55.32 55.32 0.00 Process Process --, ---~,-,.i, 38.96 38.96 0.00 Process Lighting 0.00 0.00 0.00 Process Ltg TOTALS 299.76 295.55 4.20 Percent better than Standard 1.4 % ( 1.6 % excludina process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (N) 0 deg Conditioned Floor Area 31,204 sqft. Number of Stories 2 Unconditioned Floor Area o sqft. Number of Systems 18 Conditioned Footprint Area 24,686 sqft. Number of Zones 17 Natural Gas Available On Site Yes Orientation Gross Area Glazina Area Glazina Ratio Front Elevation (N) 8,124 sqft. 72 sqft. 0.9% Left Elevation (E) o sqft. o sqft. 0.0% Rear Elevation (S) 2,676 sqft. 1,012 sqft. 37.8% Right Elevation (W) 3,192 sqft. 875 sqft. 27.4 % Total 13,992 sqft. 1,959 sqft. 14.0% Roof 24,442 sqft. 247 sqft. 1.0% Standard Prooosed Prescriptive Values for Prescriptive Lighting Power Density 0.913 W/sqft. 0.913 W/sqft. Comparison only. See Prescriptive Envelope TDV Energy 658,452 1,000,789 LTG-1 C for allowed LPD. Remarks: Standard Building (Compliance) EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 4 of 37 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads System Name Zone Name Occupancy Type (sqft.) (W/sf)1 /W/sf)2 (W/sf)3 (W/sfl4 /W/sf) 2A 2A **Lobby 1,038 *0.800 28 28 Office > 250 sqft 2,148 *0.900 2C 2C Corridor/Restroom/Support 232 *0.600 2D 2D Office > 250 sqft 2,125 *0.900 2E 2E Office > 250 sqft 2,250 *0.900 2F 2F Office > 250 sqft 1,430 *0.900 2G 2G Convention/Conference/Mee 653 *1.400 1A 1A **Lobby 2,541 *0.800 18 18 Office > 250 sqft 1,799 *0.900 1C 1C ./ndustrial Work, Low Bay 727 *0.900 1D 1D Industrial Work, Low Bay 2,385 *0.900 10.000 1E 1E Industrial Work, Low Bay 2,754 *0.900 1F 1F Industrial Work, Low Bay 2,736 *0.900 1G 1G Industrial Work, Low Bay 2,783 *0.900 1H 1H Industrial Work, Low Bay 3,147 *0.900 1J 1J Office > 250 sqft 1,469 *0.900 1K 1K Convention/Conference/Mee 987 *1.400 Notes: 1. See LTG-1C 2. See L TG-2C 3. See L TG-3C 4. See L TG-4C Items above require special documentation (items marked with asterisk, see LTG-1-C by others) /by others) EXCEPTIONAL CONDITIONS COMPLIANCE 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 to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. **Denotes an OSHPD Healthcare (I Occupancy) in the list of spaces above, which is NOT regulated by Title 24. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 5. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 5of37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address ! Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildina Tvoe: Ill Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D .Schools (Public School) D Relocatable Public School G!I Conditioned Spaces D Unconditioned Spaces BldQ. D Skylight Area for Large Enclosed Space ;:: 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 G!I Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: J 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C I I "'" f ~:!= ... cc cc >< C ... .._., M '5 0 m -0 (I) 0 0 Cl ... ... Cl ·-,t -en 0 >,::I "i: '1) •-C .9 (I) .g .5 C :!:: "' C ---ai 'i: -(I) "C ::I Ul m if ·-m (I) ::I ... ::I "' ~ .!!!W >> ><m >< :i (I)_ (I):: CC. c-Ul ... ::, m, ... m -::I ·-C. 0 .s m 'iij Tag/1D1 Assembly Type2 <( oz () cc W> WU. .5 > .5 u. ~<( ucn 0. u. 1 Roof 1,038 (N) 0.068 R-13 4.2.1-A15 Existing D D 2 Wall 669 (W) 0.169 None 13.0 Metal 4.3.6-05 Existing D D 3 Wall 168 (N) 0.244 R-11 4.3.3-A2 Existing D D 4 Roof 2,093 (N) 0.068 R-13 4.2.1-A15 Existing D D 5 Wall 1,128 (N) 0.244 R-11 4.3.3-A2 Existing D D 6 Roof 232 (N) 0.068 R-13 4.2.1-A15 Existing D D 7 Wall 174 (N) 0.244 R-11 4.3.3-A2 Existing D D 8 Roof 2,125 (N) 0.068 R-13 4.2.1-A15 Existing D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .2:1: Ul f ... ... () Cl C :§ Cli' ~ 0 M C, .,(I) C 0 0 (I) m :e~cn C -e :c: () 0 .c "C ::I m (l)W >< m if >< en C, ... ... Ul "' ::I (I) c-Ul Fenestration (I) 'i: " mu. 0 m~ :c: 5 ::,. 0 g 'iij ... oz ::lE ::, ::, ::lE !E. m Tag/lD1 Type2 <( en en en 0 uen 0. u. 1 Window 875 (W) 1.190 Default 0.510 COG D Existing D D 2 Skylight 55 (N) 0.550 Default 0.670 Default D Existing D D 3 Window 832 (S) 1.190 Default 0.510 COG D Existing D D 4 Window 180 (SW) 1.190 Default 0.510 COG D Existing D D 5 Skylight 64 (N) 0.550 Default 0.670 Default D Existing D D 6 Window 72 (N) 1.190 Default 0.510 COG D Existing D D 7 Skylight 96 (N) 0.550 Default 0.670 Default D Existing D D 8 Skylight 32 (N) 0.550 Default 0.670 Default D Existing D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. 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. 1 by EnergvSoft User Number: 4945 RunCode: 2010-_10-30T14:26:22 ID: Page 6 of 37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address l Climate Zone 7 Total Cond. Floor Area l Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION BuildinQ Type: Ill Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School 121 Conditioned Spaces D Unconditioned Spaces Blda. D Skylight Area for Large Enclosed Space;:; 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 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C: ri:. ""' :8:S: ri:. >< C: f 0 Cl) ... ...... ... "' '6 0 IU • 0 0 C) ... C) ,-.. -w ->,::, .!2 Cl) C: !:: (I) (,) ·a: Q) ·-C: .g .g C: --~CG a; "i: -Cl) 'O ::, Ill IU ,!!!W if Cl)::, ... ::, C: Cl.. C: -~ Cl) >> ><m -... a,_ Cl) ... Ill ... ... -IU I >< ::, -IU -::, ·-Cl.. oS IU 'iii Tag/1D1 Assembly Tvoe2 <( oz :> ua: W> WU. .E> .Eu. ~<( (.) (I) a. u. 9 Wall 372 (N) 0.244 R-11 4.3.3-A2 Existing D D 10 Floor 903 (N) 0.046 R-13 4.4.1-A3 Existing D D 11 Roof 2,250 (N) 0.068 R-13 4.2.1-A15 Existing D D 12 Wall 1,236 (N) 0.244 R-11 4.3.3-A2 Existing D D 13 Floor 2,250 (N) 0.046 R-13 4.4.1-A3 Existing D D 14 Roof 1,430 (N) 0.068 R-13 4.2.1-A15 Existing D D 15 Wall 198 (N) 0.244 R-11 4.3.3-A2 Existing D D 16 Wall 780 (S) 0.169 None 13.0 Metal 4.3.6-05 Existing D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ :s= Ill "" ... ... (.) C) C: ! (/) "'a, C: 0 :E. .9 0 CJ (.) "'fl (<j E..,.cn C: -(,) ts (,) :c = 'O ::, (<j a,W >< if IU ... >< (I) (!l ... ... Ill "' Fenestration Cl) u. ::, :c 5 Cl) C: -Ill 8z IU ' 0 IU ~ > oS (<j 'iii ... :> ::!!: e.. Tag/1D1 Type2 <( ::!!::::> (I) (I) (I) 0 C) (I) a. u. D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. 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. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 JD: Page 7of 37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Nam.e I Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION Buildinq Type: 0 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Iii Conditioned Spaces D Unconditioned Spaces Bldq. D Skylight Area for Large Enclosed Space.:: 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 Iii Overall Envelope [I Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C a:. '<I' :8~ ... a:. >< C f ... '-"' "' :s 0 Ill h 0 Q) 0 0 C) ... ... C) ,_.,. -en 0 >, ::s ·;:: Cl) ·-C .2 Q) .g .5 C ,t::! II) C h ,t::!(U a; 'i: -Q) "O ::s UI Ill ,!!!W Ill >> .s .a ... ::s Q) :: C Cl. c-UI ., ~ LL -... Q) -... I Ill I >< Ill >< ::s -ra -::s ·-Cl. oS Ill ~ Taa/1D1 Assemblv Tvoe2 <C oz :::, ua: W> WU. .5> ,5 LL .!; <C uen C. 17 Floor 1,081 (N) 0.046 R-13 4.4.1-A3 Existing D D 18 Roof 653 (N) 0.068 R-13 4.2.1-A15 Existing D D 19 Wall 282 (S) 0.169 None 13.0 Metal 4.3.6-D5 Existing D D 20 Wall 20 (1'\1 0.169 None 13.0 Metal 4.3.6-D5 Existing D D 21 Roof 1,681 (N) 0.068 R-13 4.2.1-A15 Existing D D 22 Wall 102 (1'\1 0.169 None 13.0 Metal 4.3.6-D5 Existing D D 23 Wall 36 (S1'\1 0.169 None 13.0 Metal 4.3.6-D5 Existing D D 24 Wall 38 (S) 0.169 None 13.0 Metal 4.3.6-D5 Existing D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§~ 1/j f ... ... (.) C) C Sen ~ ~ "'a, (!) "' C 0 Q) Ill E¢0 C h () ::i::: (.) () .c "O ::s Ill Q) w >< Ill Ill ... >< en (!) :i ... 1/j ~ Fenestration Q) LL ::s Q) c-UI 'i: ... Ill LL 0 111-::i::: 0 > 0 Ill "iii ... oz :E ::, ::, :1:: e. Ill Tag/ID1 Tyoe2 <C en en en 0 uin C. LL D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 8of 37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION Buildina Tvoe: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School 121 Conditioned Spaces D Unconditioned Spaces Blda. D Skylight Area for Large Enclosed Space 2: 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 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C I <:I' ~:s: a: I >< C ~ ... ... '""' a: "' '6 0 l'CI • 0 Cl) 0 0 Cl .2 Cl) ... Cl :eo:r(/) -cn 0 >, :::l ·;: G,) ,_ C Oc C C • --ID ·a: 'i: 'i: ... Cl) 'O :::l (/) (\l .2! w (\l ·-(\l Cl) :::l ... :::l ·§ §: "' Cl) u.. >> >< -a; -... Cl>-Cl) ... c-(/) ... oz :::, 8d: >< :::l -rcs -:::l oS l'CI 'iii Taa/lD1 Assembly Tvpe2 <( W> WU.. .E> .Eu.. -:, <( () CJ) C. u.. 25 Slab 1,665 (N) 0.730 None 4.4.7-A1 Existing D D 26 Wall 690 (W) 0.169 None 13.0 Metal 4.3.6-D5 Existing D D 27 Slab 1,799 (N) 0.730 None 4.4.7-A1 Existing D D 28 Wall 252 (N) 0.244 R-11 4.3.3-A2 Existing D D 29 Wall 540 (W) 0.820 None 4.3.6-D5 Existing D D 30 Slab 727 (N) 0.730 None 4.4.7-A1 Existing D D 31 Roof 727 (N) 0.068 R-13 4.2.1-A15 Existing D D 32 Slab 2,385 (N) 0.730 None 4.4.7-A1 Existing D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ :s: (/) ... ... () Cl C .... Sen 0 ~ "'Cl> "' C 0 e. (!) () 2-l l'CI ,_.., 0 E :c .c ~,,, C • 'O :::l l'CI Cl>W >< if l'CI >< CJ) (!) ... la (/) "' Fenestration Cl) u.. :::l :c g c-(/) ... "i: ... l'CI I I 0 l'CI -> 0 (\l l'CI 'iii Tag/lD1 Type2 <( oz :::: ::, ::, CJ) :::: !; CJ) CJ) 0 ow C. u.. D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. 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. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 9 of 37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address l Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildina Tvoe: ~ Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School ~ Conditioned Spaces D Unconditioned Spaces Bldq. D Skylight Area for Large Enclosed Space~ 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 ~ Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C: I '<I" ~:s: .. a: a:. >< C: .r .. ._., ., '6 0 :S ra " ~ (I) 0 0 Cl .. ,._ Cl __ ,, -en >,:::l 'i: Q) ·-C: .5! (I) .g .5 C: :!:: f/) C: " --"'"·--(I) "Cl ::, Ul ra .~w ra ·-ra (I)::, (I) .. .. ::, (I):: C: C. C: -"' j!! u.. ~::;,, ><m -.. Sm ·-C. o.!!! Ul 'iii .. >< ::, -::, ra Tag/lD1 Assembly Type2 <( oz :::, oa: W> w u.. .5> .5 u.. ~<( Oen C. u.. 33 Roof 2,385 (N) 0.068 R-13 4.2.1-A15 Existing D D 34 Wall· 276 (W) 0.820 None 4.3.6-D5 Existing D D 35 Slab 2,754 (N) 0.730 None 4.4.7-A1 Existing D D 36 Wall 1,548 (N) 0.244 R-11 4.3.3-A2 Existing D D 37 Roof 2,690 (N) 0.068 R-13 4.2.1-A15 Existing D D 38 Wall 132 (N) 0.820 None 4.3.6-D5 Existing D D 39 Slab 2,736 (N) 0.730 None 4.4.7-A1 Existing D D 40 Wall 432 (N) 0.244 R-11 4.3.3-A2 Existing D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ :s: Ul .. .. 0 Cl C: f Sur .,(I) .,(I) C: 0 ~ 0 C, ra ---, t) (.) :c 0 (.) .c: ~u, C: " "Cl ::, ra (l)W >< if if ,._ >< en C, ::i t Ul w Fenestration (I) ::, C: -Ul 'i: ... (ll I 0 m~ :c 0 > 0 Ill ra 'iii .. oz :lE :::> :::, :lE E. 0 ow Tag/lD1 Type2 <( en en en C. u.. D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. 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. 1 by EnergySoft User Number: 4945 Runco·de: 2010-10-30T14:26:22 ID: Page 10 of37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION Buildino Type: ~ Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School 0 Conditioned Spaces D Unconditioned Spaces Bldg. D Skylight Area for Large Enclosed Space ;z: 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 0 Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C: I """ ~:s: C: I >< C: f .. .. .... C: M =s 0 ctl • 0 Q) 0 0 C) .. .. C) :,eo::C/) -w () ~-= ·;:: (1) ·-C: .!2 Q) .g ·= C: C: • 4) "i: -Q) ,, ::, rn ctl .!!!W if ·-ctl Q) ::, .. ::, Q) :: C: C. C: -'ll.. f >> xcu -.. Q) -rn .. ::> ctl I >< ::, -ctl -::, ~~ oS ctl "iij Taal1D1 Assembly Type2 <t oz (.) C: W> WU. -=> -= u. (.) II) Q. u. 41 Roof 2,640 (N) 0.068 R-13 4.2.1-A15 Existing D D 42 Slab 2,783 (N) 0.730 None 4.4.7-A1 Existing D D 43 Waif 1,272 (N) 0.244 R-11 4.3.3-A2 Existing D D 44 Roof 2,751 (N) 0.068 R-13 4.2.1-A15 Existing D D 45 Slab 3,147 (N) 0.730 None 4.4.7-A1 Existing D D 46 Waif 384 (N) 0.244 R-11 4.3.3-A2 Existing D D 47 Roof 1,500 (N) 0.068 R-13 4.2.1-A15 Existing D D 48 Slab 1,469 (N) 0.730 None 4.4.7-A1 Existing D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ :s: rn .. .. (.) C) C: "' -. '"'a, M C: 0 E. _/)l 11) ~ 0 (!) Q) ctl --.. ti (.) :c (.) (.) .c: !t:: Cl) C: • ,, ::, ctl Q) w >< ctl ctl .. >< II) (!) .. .. rn "' Fenestration ~ u. ::, :i: g Q) C: -rn 5z ctl u. 0 ctl ---> 0 ctl ctl ~ TagllD1 Tvoe2 <t :!lii ::> ::> II) :!lii f;. II) II) 0 uin Q. D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. 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. 1 by EnergySoft · User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 11 of37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION Buildinq Tvoe: It! Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School 0 Conditioned Spaces D Unconditioned Spaces Bldq. D Skylight Area for Large Enclosed Space;;:: 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 0 Overall Envelope D Unconditioned (file affidavit) ., Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C I ,::t-~s: .. a: ci: X C ""' .. .. ., "' '5 0 :E. I'll -~ Q) 0 0 Cl .. .. Cl --... ... Cl) >, ::I ·;:: a., ,_ C .!:! Q) .g ·E C ,:t::: f/) C " ::: ca a5 "i: ... Q) 'tl ::I Ill I'll .~w I'll .s .a .. ::I C C. c ... "' Q) LL. >> ..... Q) -Q) .. Ill .. .. I'll I X I'll X ::I ... I'll ... ::I ·-C. 0 I'll I'll 'iii Taa/1D1 Assembly Tvpe2 <( oz ::> oa: W> WLL. .5> .ELL. ~<( ocii a. LL. 49 Wall 444 (N) 0.244 R-11 4.3.3-A2 Existing D D 50 Slab 987 (N) 0.730 None 4.4.7-A1 Existing D D 51 Wall 312 (N) 0.244 R-11 4.3.3-A2 Existing D D 52 Wall 20 (W) 0.169 None 13.0 Metal 4.3.6-D5 Existing D D 53 Wall 528 (S) 0.169 None 13.0 Metal 4.3.6-D5 Existing D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ s: Ill .. .. 0 Cl C ""' ... -"' c./2l C 0 :E. .Sen ~ ,g Q) (!) I'll ·-<t (.) (.) :c ..c: :t:::: U) I'll C " X I'll I'll .. Cl .. .. 'tl ::I Ill "' Q) w ::I xcn Q) c ... Ill Fenestration f •;:: n I'll LL. LL. 0 I'll~ :c 5 > o.S I'll 'iii Tag/lD1 Type2 <( oz :E :j :j en :E f5. en en 0 Oen a. LL. D D D D D D D D D D D D D D D D D D D D D. D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. 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. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 12 of37 CERTIFICATE OF COMPLIANCE (Part 2 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 ROOFING PRODUCT (COOL ROOFS) (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 Fai11 N/A 0 Roofing compliance not required in Climate Zones 1 and16 with a Low-Sloped. 2:12 pitch or less. 0 0 0 0 Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft2. Greater than 2:12 pitch. D 0 D 0 Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or 0 0 0 SRI that have a Li-factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV-2C. 0 Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI 0 0 0 that have a Li-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV-2C. 0 The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are 0 0 D exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerav.ca.aov/title24/ 0 Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/Ware exempt from D D 0 the Cool Roof criteria below. 0 High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are D D D exempted from the low-sloped roofinq criteria. 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Roof Slope Product Weight Product Aged Solar Thermal Number1 s 2:12 > 2:12 < 51b/tt2 .e 51b/tt2 Type2 Reflectance3 Emmitance SRl5 Pass Fail6 0 D D 0 D4 D D 0 0 0 0 04 0 0 0 0 0 0 04 0 0 D 0 0 0 04 D 0 0 0 0 0 04 0 0 0 0 0 0 04 0 0 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/groducts/search.ghg 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(Pmitia1 -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. Check 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. If Fail then describe on this cage of the Inspection Checklist Form and take aporooriate action to correct. Verifv buildina plans if necessarv. To apply Liquid 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 performance requirements listed in § 118(i)4. Select the applicable coating: 0 Aluminum-Pigmented Asphalt Roof Coating J O Cement-Based Roof Coating J O Other Discrepancies: EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 13 of 37 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 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 all 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 product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Area of like Building Envelope Requirina Testinq or Verification Products Acceptance Test D D D D D D D D D D D D D D D D D D D D D D D D D D EnerovPro 5. 1 bv EnerovSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 14 of37 CERTIFICATE OF COMPLIANCE and (Part1 of4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION Buildina Tvoe: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 Reauirements Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 2A D D (i.e. AC-1, RTU-1, HP-1) Equipment Tvpe3: Split DX D D Number of Svstems 1 D D Max Allowed Heatina Caoacitv 1 60,000 Btu/hr D D Minimum Heating Efficiency1 7.70HSPF D D Max Allowed CoolinQ Capacity1 61,500 Btu/hr D D Coolina Efficiencv1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (i.e. AC-1, RTU-1, HP-1) 28 D D Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacitv1 60,000 Btu/hr D D Minimum Heatina Efficiency1 7.70HSPF D D Max Allowed Coolina Capacitv 1 61,500 Btu/hr D D Cooling Efficiency1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnerqvPro 5. 1 bv EnerqvSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 15 of 37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildinq Type: Ill Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 Equipment2 rn·spection Criteria Pass Fail -Describe Reason2 Item or System Tags 2C D D (i.e. AC-1, RTU-1, HP-1) Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity 1 34,400 Btu/hr D D Minimum Heatinq Efficiency1 nla D D Max Allowed Coolina Caoacitv1 24,200 Btu/hr D D Coolina Efficiencv1 18.0 SEER I 10.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 2D D D (i.e. AC-1, RTU-1, HP-1) Eauipment Tvoe3: Split DX D D Number of Svstems 1 D D Max Allowed Heating Caoacity1 41,000 Btu/hr D D Minimum Heating Efficiency1 7.70HSPF D D Max Allowed Coolinq Capacity 1 44,000 Btu/hr D D Coolinq Efficiencv1 13.0 SEER I 11.2 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnemvPro 5. 1 bv EnerovSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Pa.Qe 16 of 37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildinq Type: 121 Nonresidential D High-Ri.se Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 Eauipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags 2E D D (i.e. AC-1, RTU-1, HP-1) Equipment Types: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity1 49,000 Btu/hr D D Minimum Heatina Efficiencv1 7.70HSPF D D Max Allowed Coolinq Caoacitv1 50,000 Btu/hr D D Cooling Efficiencv1 13.0 SEER I 11.2 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH·4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eauipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags 2F D D (i.e.AC-1, RTU-1, HP-1) Eauipment Types: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity1 68,000 Btu/hr D D Minimum Heatinq Efficiency1 5.00 COP D D Max Allowed Coolina Caoacitv1 73,000 Btu/hr D D Coolinq Efficiency1 11.0 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH·4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 by EnerqvSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paqe 17of37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 nla GENERAL INFORMATION Buildina Type: Ill Nonresidential D High-Rise Residential D Hotel/Motel.Guest Room D Schools (Public School) D Relocatable Public School Bldg. Iii Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 2G D D (i.e. AC-1, RTU-1, HP-1) Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity 1 34,400 Btu/hr D D Minimum Heatina Efficiency1 7.70HSPF D D Max Allowed Cooling Capacity1 37,800 Btu/hr D D Coolina Efficiencv1 13.0 SEER 111.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (i.e. AC-1, RTU-1, HP-1) 1A D D Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity1 87,000 Btu/hr D D Minimum Heatina Efficiency1 3.40 COP D D Max Allowed Coolina Capacity 1 98,000 Btu/hr D D Coolina Efficiency1 11.0 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 18 of 37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildina Type: Ill Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. Iii Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 18 D D (i.e. AC-1, RTU-1, HP-1 l Eauioment Tvoe3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity1 60,000 Btu/hr D D Minimum Heatina Efficiency1 7.70HSPF D D Max Allowed Coolina Capacity1 61,500 Btu/hr D D Coolina Efficiency1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 1C D D (i.e.AC-1, RTU-1, HP-1) Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Caoacitv1 34,400 Btu/hr D D Minimum Heatina EfficiencY1 7.70HSPF D D Max Allowed Cooling Caoacity 1 37,800 Btu/hr D D Coolina Efficiency1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume_ D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paqe 19of37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildinq Type: 1£1 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces /affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 EQuipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags 1D D D /i.e. AC-1, RTU-1, HP-1 l Eauioment Type3: Split DX D D Number of Systems 2 D D Max Allowed Heatina Caoacity 1 60,000 Btu/hr D D Minimum HeatinQ Efficiency1 7.70HSPF D D Max Allowed Coolina Caoacity1 61,500 Btu/hr D D Coolina Efficiency1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH·4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags D D (i.e.AC-1, RTU-1, HP-1) 1E Eauipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Caoacitv1 60,000 Btu/hr D D Minimum Heatino Efficiencv1 7.70HSPF D D Max Allowed CoolinQ Caoacity 1 61,500 Btu/hr D D CoolinQ Efficiency1 13.0 SEER/11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 20of37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildina Type: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Eneray Front Orientation: N, E, S, W or in Degrees: I Odeg I - HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reciuirements Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 1F D D (i.e.AC-1, RTU-1, HP-1) Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Capacity1 60,000 Btu/hr D D Minimum Heatinq Efficiency1 7.?0HSPF D D Max Allowed Coolina Capacity1 61,500 Btu/hr D D Coolina Efficiency1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eciuipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (i.e. AC-1, RTU-1, HP-1) 1G D D Eauipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatinq Capacity1 60,000 Btu/hr D D Minimum Heatinq Efficiency1 7.70HSPF D D Max Allowed Coolina Capacity 1 61,500 Btu/hr D D Coolina Efficiency1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paqe 21 of37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION Buildina Tvoe: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) EnerQY Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags 1H D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe3: Split DX D D Number of Svstems 1 D D Max Allowed Heatina Caoacitv1 68,000 Btu/hr D D Minimum Heatina Efficiencv1 5.00 COP D D Max Allowed Coolina Caoacitv1 73,000 Btu/hr D D Cooling Efficiency1 11.0 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 1J D D (i.e. AC-1, RTU-1, HP-1) Equipment Tvoe3: Split DX D D Number of Svstems 1 D D Max Allowed Heatina Caoacitv1 34,400 Btu/hr D D Minimum Heatina Efficiencv1 7.70HSPF D D Max Allowed Coolina Caoacitv1 37,800 Btu/hr D D Coolina Efficiencv1 13.0 SEER I 11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. Ener_avPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 22of37 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Naine Date Nemko USA Tenant Improvements 10/30/2010 Project Address I Climate Zone 7 ) Total Cond. Floor Area Addition Floor Area 12210 Faraday Carlsbad 31,204 n/a GENERAL INFORMATION BuildinQ Type: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. Iii Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D 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 Reciuirements Eauioment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 1K D D (i.e. AC-1, RTU-1, HP-1 l Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed HeatinQ Capacity 1 60,000 Btu/hr D D Minimum HeatinQ Efficiency1 7.70HSPF D D Max Allowed Coolino Capacitv1 61,500 Btu/hr D D Coolina Efficiencv1 13.0 SEER/11.5 EER D D Duct Location/ R-Value Attic, Roof Ins I 8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eciuipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags D D (i.e. AC-1, RTU-1, HP-1) Equipment Type3: D D Number of Systems D D Max Allowed HeatinQ Capacity1 D D Minimum HeatinQ Efficiency1 D D Max Allowed CoolinQ Capacity 1 D D CoolinQ Efficiency1 D D Duct Location/ R-Value D D When duct testing is required, submit D D MECH-4A & MECH-4-HERS Economizer D D Thermostat D D Fan Control D D 1. 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. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5.1 bv EneravSoft. User Number: 4945 RunCode: 2010-10-30714:26:22 ID: Pa_qe 23 of 37 CERTIFICATE OF COMPLIANCE and (Part 2 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Discrepancies: EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 24 of37 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance 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 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-8A 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 Equipment Requirinq Testino or Verification Qty, VAV &GAV Unitary Ducts Controls DCV VAV Test Reset Control Control 1 Rheem RJNL-A060 9 D Ill D D D D D D D D 1 Fujitsu 1 D 121 D o. D D D D D D 1 Rheem RJNL-A042 1 D 121 D D D D D D D D 1 Rheem RJNL-A048 1 D 121 D D D D D D D D 1 Rheem RJNL-A072 2 D 121 D D D D D D D D 1 Rheem RJNL-A036 3 D 121 D D D D D D D D 1 Rheem RJNL-8090 1 D 121 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EneravPro 5. 1 bv EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 25 of37 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 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) Equipment Requirino Testino Otv. for DX Units Air & Zone Svstems Svstems Test Performed Bv: 1 Rheem RJNL-A060 9 D D D D 1 Fujitsu 1 D D D D 1 Rheem RJNL-A042 1 D D D D 1 Rheem RJNL-A048 1 D D D D 1 Rheem RJNL-A072 2 D D D D 1 Rheem RJNL-A036 3 D D D D 1 Rheem RJNL-B090 1 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EnerqyPro 5. 1 by EnerqySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paqe 26 of37 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Item or System Tags Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc ... ) 2A (i.e. AC-1, RTU-1, HP-1l 28 2C Number of Svstems 1 1 1 Indicate Pa ie Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(al 7.70HSPF 7.70HSPF n/a Cooling Equipment Efficiency 112/a) 13.0 SEER I 11.5 EER 13.0 SEER 111.5 EER 18.0 SEER I 10.5 EER HVAC Heat Pump Thermostat 112/bl, 112/cl Yes Yes n/a Furnace Controls/Thermostat 112(cl, 11 S(a) n/a nla nla Natural Ventilation 121(b) Yes Yes Yes Mechanical Ventilation 121 (b) 156 cfm 322 cfm 35cfm VAV Minimum Position Control 121/c\ No No No Demand Control Ventilation 121(c) 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(fl Auto Auto Auto Isolation Zones 122(a) n/a nla nla Pipe Insulation 123 Duct Location/ R-value 124 Attic, Roof Ins I 8. 0 Attic, Rooflns I 8.0 Attic, Rooflns I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & bl nla n/a nla Proposed Heating Capacity 144/a & b) 45,899 Btu/hr 45,899 Btu/hr 0 Btu/hr Calculated Design Cooling Load 144/a & bl nla nla nla Proposed Cooling Capacity 144(a & bl 57,970 Btu/hr 58,848 Btu/hr 22,672 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(d) No No No Economizer 144/el No Economizer No Economizer No Economizer Heat Air Supply Reset 144(fl Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144/a\ 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 electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 27of37 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Indicate Air Systems Tvoe (Central, Single Zone, Package, VAV, or etc ... ) Item or System Tags (i.e. AC-1, RTU-1, HP-1l 2D 2E 2F Number of Systems 1 1 1 Indicate Pa ie Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/a\ 7.70HSPF 7.70HSPF 5.00COP Cooling Equipment Efficiency 112/a\ 13.0 SEER 111.2 EER 13.0 SEER I 11.2 EER 11.0EER HVAC Heat Pump Thermostat 112(b), 112/c\ Yes Yes Yes Furnace Controls/Thermostat 112/c\, 115/a\ n/a n/a nla Natural Ventilation 121/bl Yes Yes Yes Mechanical Ventilation 121/b) 319 cfm 338cfm 215 cfm VAV Minimum Position Control 121/c\ No No No Demand Control Ventilation 12Hcl 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/f) Auto Auto Auto Isolation Zones 122(al n/a n/a nla Pipe Insulation 123 Duct Location/ R-value 124 Attic, Roof/ns I 8.0 Attic, Roof Ins I 8. O Attic, Roof Ins I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl n/a n/a nla Proposed Heating Capacity 144/a & b\ 31,365 Btu/hr 37,484 Btu/hr 52,019 Btu/hr Calculated Design Cooling Load 144/a & b\ n/a n/a nla Proposed Cooling Capacity 144(a & bl 41,283 Btu/hr 47,138 Btu/hr 69,689 Btu/hr Fan Control 144/cl 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 144/e\ No Economizer No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144/n\ Air Cooled Chiller Limitation 144<il Duct Leakage Sealing. If Yes, a 144/k) 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. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 28of37 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Item or System Tags Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc ... ) /i.e. AC-1, RTU-1, HP-1) 2G 1A 18 Number of Systems 1 1 1 Indicate Pa Je Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/al 7.70HSPF 3.40COP 7.70HSPF Cooling Equipment Efficiency 112/a) 13.0 SEER 111.5 EER 11.0EER 13.0 SEER I 11.5 EER HVAC Heat Pump Thermostat 112/bl, 112/cl Yes Yes Yes Furnace Controls/Thermostat 112/cl, 115/al n/a n/a n/a Natural Ventilation 121/b) Yes Yes Yes Mechanical Ventilation 121/b) 327cfm 800cfm 270 cfm VAV Minimum Position Control 121/cl No No No Demand Control Ventilation 121/cl No No No Time Control 122/el Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/el Setback Required Setback Required Setback Required Outdoor Damper Control 122/fl Auto Auto Auto Isolation Zones 122/al nla n/a n/a Pipe Insulation 123 Duct Location/ R-value 124 Attic, Rooflns I 8.0 Attic, Rooflns I 8.0 Attic, Rooflns I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl nla n/a nla Proposed Heating Capacity 144/a & bl 26,316 Btu/hr 66,554 Btu/hr 45,899 Btu/hr Calculated Design Cooling Load 144/a & bl nla n/a n~a Proposed Cooling Capacity 144/a & bl 35,076 Btu/hr 73,474 Btu/hr 58,681 Btu/hr Fan Control 144/cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144/cl Supply Pressure Reset (DDC only) 144/cl Yes Yes Yes Simultaneous Heat/Cool 144/d) No No No Economizer 144/el No Economizer No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144/n\ Air Cooled Chiller Limitation '144(j) 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 electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5. 1 bv EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 29of37 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Indicate Air Systems Type (Central, Sinale Zone, Package, VAV, or etc ... ) Item or System Tags /i.e. AC-1, RTU-1, HP-1l 1C 1D 1E Number of Systems 1 2 1 Indicate Paqe Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 7.70HSPF 7.70HSPF 7.70HSPF Cooling Equipment Efficiency 112/al 13.0 SEER I 11.5 EER 13.0 SEER I 11.5 EER 13.0 SEER 111.5 EER HVAC Heat Pump Thermostat 112/b\, 112/c\ Yes Yes Yes Furnace Controls/Thermostat 112/c\, 115/a\ nla n/a nla Natural Ventilation 121/b\ Yes Yes Yes Mechanical Ventilation 121/b\ 109 cfm 358cfm 413 cfm VAV Minimum Position Control 121/c\ No No No Demand Control Ventilation 121/c\ No No No Time Control 122/el Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/el Setback Required Setback Required Setback Required Outdoor Damper Control 122/f\ Auto Auto Auto Isolation Zones 122/a\ n/a n/a n/a Pipe Insulation 123 Duct Location/ R-value 124 Attic, Roof/ns I 8.0 Attic, Roof/ns I 8.0 Attic, Roof Ins I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & b\ nla n/a nla Proposed Heating Capacity 144/a & b\ 26,316 Btu/hr 91,799 Btu/hr 45,899 Btu/hr Calculated Design Cooling Load 144/a & b\ nla n/a nla Proposed Cooling Capacity 144/a & b\ 35,746 Btu/hr 117,235 Btu/hr 53,759 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 144/el No Economizer No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144/a\ Air Cooled Chiller Limitation 144/i\ Duct Leakage Sealing. If Yes, a 144/k\ 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. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 JD: Page 30of 37 r AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Item or System Tags Indicate Air Systems Type (Central, Sinale Zone, Packa, e, VAV, or etc ... ) (i.e. AC-1, RTU-1, HP-1 l 1F 1G 1H Number of Systems 1 1 1 Indicate Pa le Reference on Plans or Schedule and indicate the annlicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 7.70HSPF 7.70HSPF 5.00COP Cooling Equipment Efficiency 112(al 13.0SEER/11.5 EER 13.0 SEER 111.5 EER 11.0EER HVAC Heat Pump Thermostat 112(b), 112(c) Yes Yes Yes Furnace Controls/Thermostat 112(cl, 115/al nla nla n/a Natural Ventilation 121/b) Yes Yes Yes Mechanical Ventilation 121/b) 410 cfm 417 cfm 472 cfm VAV Minimum Position Control 121/c) No No No Demand Control Ventilation 121/cl 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(f) Auto Auto Auto Isolation Zones 122/al nla nla n/a Pipe Insulation 123 Duct Location/ R-value 124 Attic, Roof Ins I 8.0 Attic, Roof/ns I 8.0 Attic, Roof Ins I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl nla nla nla Proposed Heating Capacity 144(a& bl 45,899 Btu/hr 45,899 Btu/hr 52,019 Btu/hr Calculated Design Cooling Load 144(a & bl nla nla nla Proposed Cooling Capacity 144/a & bl 53,647 Btu/hr 53,425 Btu/hr 63, 184 Btu/hr Fan Control 144/c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(cl Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous HeaVCool 144(d) No No No Economizer 144(el No Economizer No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144(al 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 electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 31 of37 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Nemko USA Tenant Improvements 10/30/2010 Item or System Tags Indicate Air Systems Type (Central, Sinale Zone, Packa! e, VAV, or etc ... ) (i.e. AC-1, RTU-1, HP-1) 1J 1K Number of Systems 1 1 Indicate Pa le Reference on Plans or Schedule and indicate the annlicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 7.70HSPF 7.70HSPF Cooling Equipment Efficiency 112(a) 13.0 SEER I 11.5 EER 13.0 SEER 111.5 EER HVAC Heat Pump Thermostat 112/bl, 112(cl Yes Yes Furnace Controls/Thermostat 112/c\, 115/a\ nla nla Natural Ventilation 121/b) Yes Yes Mechanical Ventilation 121(b) 302 cfm 496cfm VAV Minimum Position Control 121/c) No No Demand Control Ventilation 121(cl No No Time Control 122(el Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Outdoor Damper Control 122/f) Auto Auto Isolation Zones 122(al nla nla Pipe Insulation 123 Duct Location/ R-value 124 Attic, Roof/ns I 8.0 Attic, Roof Ins I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & bl n/a nla Proposed Heating Capacity 144(a & bl 26,316 Btu/hr 45,899 Btu/hr Calculated Design Cooling Load 144(a & bl nla nla Proposed Cooling Capacity 144/a & b\ 34,999 Btu/hr 56,691 Btu/hr Fan Control 144(c) Constant Volume Constant Volume DP Sensor Location 144/c) Supply Pressure Reset (DOC only) 144(cl Yes Yes Simultaneous Heat/Cool 144(d) No No Economizer 144(el No Economizer No Economizer Heat Air Supply Reset 144(f) Constant Temp Constant Temp Cool Air Supply Reset 144(fl Constant Temp Constant Temp Electric Resistance Heating 1 144(al Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a 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 electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5. 1 by EnergySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Page 32 of37 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Date Nemko USA Tenant Improvements 10/30/2010 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 MiriCFM 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 Area Of per Occupant Max of Air Supply B X0.4 H,J, K, Air Transfer Zone/System (ft2) ft2 BXC People Person EXF DorG CFM CFM CFM / ft2 300 CFM Setooint Air 2A 1,038 0.15 156 156 156 2A Total 156 156 28 2,148 0.15 322 322 322 28 Total 322 322 2C 232 0.15 35 35 35 2C Total 35 35 2D 2,125 0.15 319 319 319 2D Total 319 319 2E 2,250 0.15 338 338 338 2E Total 338 338 2F 1,430 0.15 215 215 215 2F Total 215 215 2G 653 0.50 327 327 327 2G Total 327 327 1A 2,541 0.15 381 381 800 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for soaces without fixed seatina. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor 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 design zone outdoor airflow rate per §121. K Condition area (ft2) x 0.4 CFM / ft2; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal 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 Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EneravPro 5. 1 by EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 33of37 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Date Nemko USA Tenant Improvements 10/30/2010 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A 8 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 Area Of per Occupant Max of Air Supply B X0.4 H,J, K, Air Transfer Zone/System (ft2) ft2 BXC People Person EXF DorG CFM CFM CFM / 112 300 CFM Setpoint Air 1A Total 381 800 1B 1,799 0.15 270 270 270 1B Total 270 270 1C 727 0.15 109 109 109 1C Total 109 109 10 2,385 0.15 358 358 358 10 Total 358 358 1E 2,754 0.15 413 413 413 1E Total 413 413 1F 2,736 0.15 410 410 410 1F Total 410 410 1G 2,783 0.15 417 417 417 1G Total 417 417 1H 3,147 0.15 472 472 472 1H Total 472 472 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 occupants and 50% of the CBC occupant load for earess purooses for spaces without fixed seating. H Required 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 areater than or equal to H, or use Transfer Air (column N) to make UP the difference. J Desian fan supply CFM (Fan CFM) x 50%; or the desian zone outdoor airflow rate per !S121. K Condition area (ft2) 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 Land areater 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 equal to the difference between the Reauired Ventilation Air (Column H) and the Desian Minimum Air (Column Ml, Column H minus M. EnerqyPro 5. 1 by EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paqe 34 of37 ·-" ',J MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Date Nemko USA Tenant Improvements 10/30/2010 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 Min CFM 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 Area Of per Occupant Max of Air Supply BX0.4 H, J, K, Air Transfer Zone/Svstem (ft2) ft2 BXC People Person EXF DorG CFM CFM CFM / ft2 300 CFM Setpoint Air 1J 1,469 0.15 220 220 302 1J Total 220 302 1K 987 0.50 494 494 496 1K Total . 494 496 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section &121, Table 121-A. E Based on fixed seat or the qreater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seatina. H Required Ventilation Air (REQ'D V.A.) is the laraer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor Gl. I Must be qreater than or equal to H, or use Transfer Air (column N) to make UP the difference. J Desiqn fan supply CFM {Fan CFM) x 50%; or the desian zone outdoor airflow rate per &121. K Condition area {ft2) x 0.4 CFM / ft2; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and areater than or equal 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 equal to the difference between the Required Ventilation Air (Column Hl and the Design Minimum Air (Column M), Column H minus M. EnerqyPro 5. 1 by EnerqySoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paae 35 of37 --""""""' \.J MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-SC Project Name I Date Nemko USA Tenant Improvements 10/30/2010 CHILLER AND TOWER SUMMARY PUMPS Premium Pump Equipment Name Type Qty. Efficiency Tons Qty. GPM BHP Eff. Motor Control D D D DHW / BOILER SUMMARY Vol. Energy Factor Standby Loss Tank Ext. System Name Type Distribution Qty. Rated Input (Gals}. or RE or Pilot A-Value Status MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length (ft} Control Qty. HP Tvoe In Plenum Outside Buried Add ½" Insulation D D D CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty. Output Aux. kW Efficiency Output Efficiency Status 1 Rheem RJNL-A060 Split DX 9 60,000 0.0 7.70HSPF 61,500 13.0 SEER I 11.5 EER New 1 Fujitsu Split DX 1 0.0 nla 24,200 18.0 SEER/10.5 EER New 1 Rheem RJNL-A042 Split DX 1 41,000 0.0 7.70HSPF 44,000 13.0 SEER I 11.2 EER New 1 Rheem RJNL-A048 Split DX 1 49,000 0.0 7.70HSPF 50,000 13.0 SEER I 11.2 EER New 1 Rheem RJNL-A072 Split DX 2 68,000 0.0 5.00COP 73,000 11.0EER New 1 Rheem RJNL-A036 Split DX 3 34,400 0.0 7.70HSPF 37,800 13.0 SEER 111.5 EER New 1 Rheem RJNL-8090 Split DX 1 87,000 0.0 3.40 COP 98,000 11.0 EER New CENTRAL SYSTEM FAN SUMMARY - SUPPLY FAN RETURN FAN Premium Premium System Name Fan Type Economizer Type CFM BHP Eff. Motor CFM BHP Eff. Motor 1 Rheem RJNL-A060 Constant Volume No Economizer 2,000 1.00 D none D 1 Fujitsu Constant Volume No Economizer 800 0.50 D none D 1 Rheem RJNL-A042 Constant Volume No Economizer 1,400 0.50 D none D 1 Rheem RJNL-A048 Constant Volume No Economizer 1,600 0.75 D none D 1 Rheem RJNL-A072 Constant Volume No Economizer 2,400 1.00 D none D 1 Rheem RJNL-A036 Constant Volume No Economizer 1,200 0.50 D none D 1 Rheem RJNL-8090 Constant Volume No Economizer 3,000 2.00 D none D EneravPro 5. 1 by EneravSoft User Number: 4945 RunCode: 2010-10-30714:26:22 ID: Paae 36 of37 -·-~ 'I -(,_ \;/ MECHANICAL EQUIPMJ=NT DETAILS (Part 2 of 2) MECH-SC Project Name I Date Nemko USA Tenant Improvements 10/30/2010 ZONE SYSTEM SUMMARY SYSTEM VAV Fan ... E .S ::I 0 rn ~s -E~ Q) MinCFM Q) • cu oo Outside ... :i:: ca>, Zone Name System Name Type Qty. Heating Cooling Ratio Reheat Coil CFM BHP a.w u.o w~ Air D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EXHAUST FAN SUMMARY EXHAUST FAN ... EXHAUST FAN ... EXHAUST FAN ... E o EO E .S ::I 0 :::io ::I 0 .E ~ ·E~ ·E~ Q) • Q) • Q) • ... :i:: ... :i:: ... :i:: Room Name Qtv. CFM BHP a. w Room Name Qty. CFM BHP a.w Room Name Qty. CFM BHP a.w 1A 1.0 800 0.25 D D D 1J 1.0 300 0.25 D D D D D D D D D EneravPro 5.1 by EneravSoft User Number: 4945 RunCode: 2010-10-30T14:26:22 ID: Paoe 37 of37 CB101886 2210 FARADAY AV 150 NEMKO USA: 34,000 SF Tl: 5500 ---------.--· ------····---------·--· ( 0 I /2 (Ii) -7b (} r' Tlj / F-/~~ . f &,67' 1. WI /EAJ.E,e'7 (-Snu-<C.. . ro( r.s-] ro ~ @ fC, ·/OJ;>SI 10 G~L--L-lAY\ 1~\l\ltO ~\L C...~ H/-zcflto-l() -p~ ~ Fuc-'=-, ID Es6-tL u i'.4-A-pp, (\j~\tD ~ ~@,~ l~ 3 J 0 ~ L-e-cm /J{r/to aJJd ~ ~ v-4f JlJ-J r£ ~ l,f Ir~ ~~ CU,, 4-~ Yj J;z/e/ro ATr-~11)- /:L[f(!o !S-5'U[L) usw ucv Approved , D~te LJy BUILDING /:/ I 7 / It) /JIA- Pl.ANNING . ; , L.::il...ll ,n I~ J. ENGINEERING w/SW 101,:=;-rro I~ FIRE Expedite? (Y) N I 7.'f.P / ID t/JA-. V V HazMat APCD Health Forms/Fees Sent Rec;d Due? By Encina /I/ 'Z.U'/ u, y N ff>,, Fire y N HazHealthAPCD / / / ;7 <,)J / ..,,.,., y N ~ PE&M lh,-,f!-; 11/1 o,f y N XJLL School -I y N Sewer y N Stormwater y N Special Inspection y N CFD: y ® LandUse: Density: lmpArea: FY: Annex: Factor: PFF: y N Comments Date Date Date Date Building lo /;,5'1 ,o....--i-..11l<::1iJ,u ,c:9.1~1,u Planning tef16l1~~l) Engineering Fire K)-f{o-{U )1-7-ro Need? 0 DOI ODOI 0 DOI OD01 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-05-;2011 Plan Check Revision Permit No: PCR10132 Building Inspection Request Line (760) 602-2725 Job Address: 2210 FARADAY AV CBAD St:~ \ SO Permit Type: Parcel No: Valuation: Reference #: PC#: PCR : 2121205500 $0:bo CB1018~-6 Status: Lot#: 0 Applied: Construction Type: NEW Entered By: Plan Approved: Issued: Project Title: NEMKO-REPA;R OF GRADE BEAM- UPGRADE ON SOILS Inspect Area: '!Applicant: STEINGRABER BRUCE •24665 RANCH SANTA TERESA ROMONA 92065 760-789-3269 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $375.00 Owner: FARADAY POINTE-CA LLC C/O JEANNE ALLEN PO BOX4900 SCOTTSDALE AZ 85261 Total Payments To Date: $375.00 $0.00 $0.00 $375.00 Balance Due: ISSUED 12/20/2010 KG 01/05/2011 01/05/2011 Inspector: FINAL APPROVAL Date: Clearance: _____ _ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'foes/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020{a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have o:eviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exnired. ! -~ «~~ ~ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. f( ~ 0 \ 3 J--Original Plan Checl< No.C. t) / G l ~~" Project Address i-"LI b ,f71¥2Ar> I\ lkJ £ 'S-z-1 SO Date /'Z / 'Zd /; CJ Contact/;/2@ ,SJJS'/A/tffAt~h 16~ --?6':r .. ;;,'l.C,,9 Fax ____ Email !,NS/;)JA-~ \.lv'G~-'-fVtJ Contact Address 2.f{d,J;;' ~c1--:\D ~ -r,;/24,s,4 City ~ Zip qep&>S:-- General Scope of Work ~/{(__ GJ2A()[ ~/..)-,,0) l cl &'jJS:Slr\JC. ..SL.A& 1=dtYr . <..o~ ~MNJ6'..p 1-c,R.. ~..,/2..Mc-,v.t) ~~ Original plans prepared by an a·rcliitect or engtneer, revisions must be signed & stamped by that person. 1 Ele?nts revised: B" Plans ~lculations ~oils D Energy D Other ___________ _ 2 3 4 Describe revisions in detail List page(s) where · List revised sheets each revision is that replace 5 Does this revision, in any way, alter the exterior of the project? 0 Yes 6 Does this revision add ANY new floor area(s}? 0 Yes 7 8 Is this a complete set? 1635 Faraday D Yes Phone: 760-602-2717 / 2718/ 2719 www.carlsbadca.gov existin sheets ~No Fax: 760-602-8558 r' :,' · EsGil Corporation In <Partnersliip witli government for (}3ui{ain9 Safety DATE: 1/4/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 101886. rev(PCR10132) PROJECT ADDRESS: 2210 Faraday Ave. PROJECT NAME: NEMKO.USA T. I. Revision SET: I D ~NT /0 JURIS.: Q-p REVIEWER a FILE C8J 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 codes when minor deficiencies identified below are resolved and checked by building department staff. D rhe plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applic;3rtt contact person. D The applicant's copy of the check list has been sent to: [ZI Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: original approved plan 101886 EsGil Corporation D GA D EJ D PC 12/23 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ) City of Carlsbad 101886. rev(PCR10132) 1/4/2011 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad rev(PCR10132) PLAN CHECK NO.: 101886. PREPARED BY: David Yao DATE: 1/4/2011 BUILDING ADDRESS: 2210 Faraday Ave. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier soil revision framing revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance I ,.. I Plan Check Fee by Ordinance Type of Review: D Complete Review D Repetitive Fee =8 Repeats * Based on hourly rate Comments: D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. D Structural Only 31 Hrs.@* =====$=1 O=O=.O=O ($) .., $375.00j $300.00j Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCR10132 DATE 12/20/10 -ADDRESS 2210 FARADAY AV, STE 150 RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER REPAIR OF GRADE BEAM-SLIP SHEETING NEW SHEETS INTO APPROVED FULL SET THAT SHOWS ROOF MOUNTED EQUIPMENT SCREENING ON PLANS PLANNER GINA RUIZ ENGINEE~_-______ _ 11:\AD!IIN\ COUNTER/PLANNING /ENGINEElllNG APPROVALS DATE 12/28/10 DATE f,:2(2_S;:{; V I ,. STRUCTURAL ENGINEERS NE:MKO Plan Revisions See attached plan corrections and comments per field i-evisions. 1. The architectural cfonensions/lJ.oor plans did not match the field at the new stair in the mezzanine (one of lwo stairs p<::r the original submittal). The existing floor recess/framing for future stair/suspenc.ed mechanical vms not in the location presented. The area has been reframeJ to rn.ace:h the existing site conditions and architectural requirements. Parts of the existing-are being rc::i.lsed with 011ly 01ie new b2.am being added; per calculations. 2. The con.tractor removed por.:ions of a rib (within a grade beam system) in Lhe floor, the dbs were prnsent in plans that were not av .. •.:ilable at the time of design. The cut ribs harpened to fall in the rn.ner limits of the areas where the ribs were required. In conversations vrith the. soils eugjneer and reYlew of their previous r-eports and as graded charts. the soils engineer is a~lowing ui._e constr:i1ction t? 1?e t);-1ilt as _permitted, but ·wishes to have the ends 0f the exis.tb~;~ nb unclerpmnecl with a pa(i .tooting. Ali other parts of the system were to be -as pe:: :::rrevions and bnrlt upon compacted soil. 8oil.s en,gineer has reviewed our Ia-test documents and fa suv:plying n letter to verify el)lnpliance. San Diego • 14288 Danielson Street, Suite# 200, Poway, CA t j. . Z<:!CZO. 274-? 41s . ~· 5 z, 7, //:t/;) .. . (UU'6~ of ~t: ~t..(1. . . tv~ ~t1tth Ps-v. . .. .S:DJ."~ er r: fffeott "'t f&~' onk PL,w f~@ -~ . /-!~~ /2_e,!I,/_µ . ---~ F&. ~ Pt1rrA -r-; •\i) . ' .. ' . . ~ /3J~l-~-l8)t6 5 /'f6W? .. --.... ·-:=: .... _'_} . -~~ 1 w.tt.-o . 4}-->. 1~ . ?.,]5'v_"tt . ---~ ,/f/4i~~:o .-:---. --. . . ---____,_ ~-~-: ~~~f-} -~qji~~----~:-~· ~--~ . ~--~-. ~-- ' i~ -~-~~;_;;__/~i ff i~~~~~:4 ~~-:f~S.. ~dtv1"~_(5i ~pfa.fr~i 6 rf1(/4: ~(.0 .......... _..., -.. ~ .... --~-~--·-··------------------~-.. , -·------1--------·--·--·-,--,-,-.............. --------,·---.... ---~----,--ti"··--,. -..... ,.. -·+-·-~-/J'07c) /6':rL,, CO?t.,IVt1-vvs..<lf:Z'1iifJ(.)s-a/-p:_&vt~N ef cJJU~iv~ /?b!frls-·-------.-H,-. ______ ,.. _____________ --------------·--••r• ••;,,-----------.-•••••.........---,,.._,,.,, .. , .. ,"'r" -----,_,, _____ -------• ••--... --~--. S-2> rls (k£ I~ \l/ 4s ~J!) fee ftJJti-s • <f2.18:s fi/trf .. --·· ...... ···-~----·--·--·-·····-··--·-'···-··--···-·-···-····---·····-·····-----·· ./! ... •· .. ·-. ~ .wef!.6 .f~7. .Ji'!~. _fj_i!-:'9. i1¥ .. ,I~ -4.~ -_s_.etit:s ':I 1/J. . - . . •·· -. . T(tflf(VSPJi~ _ _tfr¥1!_~.~-. .. .. -... -. . . . .. . . . . -.. . -... .. /lib_'Alitr.J .13~ . /dn,,~J , .. -----~-----~ ,,----------·-··----,--,L,,_, ... ·-·--·-··-..... --.. -. -· . ----~--. . . <5,"6' !.s ntJ/;_.,,. ~-.ci;tJ!AY ;[1, .. V Cp/lL-s ... 7P ~/l.:(olZ--~JJ .. /'tfh-~f{).J~JJ,..,-- _ ---~~----.----V.·-···-" .__ M)11?s, "~---.. --~ ..... ~ ~--. --~--,--- : Z'/k_. .. --,$-·--.,. . -I , .. UPDATE GEOTECHNICAL REPORT AND FOUNDATION PLAN REVIEW NEMKOUSA 2210 FARADAY AVENUE CARLSBAD, CALIFORNIA PREPARED FOR NEMKO USA, INC. SAN DIEGO, CALIFORNIA GEOCON INCORPORATED GEOTECHNIC Project No. 07394-42-04 December 17, 2010 Nemko USA, Inc. 11696 Sorrento Valley Road, Suite F San Diego, California 92121 Attention: Mr. Bruce Ketterling Subject: NEMKO USA TENANT IMPROVEMENTS 2210 FARADAY AVENUE CARLSBAD, CALIFORNIA UPDATE GEOTECHNICAL REPORT AND FOUNDATION PLAN REVIEW Dear Mr. Ketterling: In accordance with your authorization, we have prepared this update report for the subject project. This report is based on our review of previously submitted reports prepared by Geocon Incorporated for the property and our knowledge of the site and surrounding area. The accompanying report presents the findings of our study and our conclusions and recommendations pertaining to geotechnical aspects of proposed site development. Based on the results of our study, it is our opinion that the project can be constructed as proposed, provided the recommendations of this report are followed. If you have questions regarding this update report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOLl INCORPORATED ~ RCE 56468 :-" -- CEG 2201 (2) (2/del) (1) Addressee TFW Construction, Inc. Attention: Mrs. Donna Manning HTK Structural Engineers Attention: Mr. Rick Taylor 6960 Flqnders Drive • San Diega, California 92121-2974 1111 Telephone 858.558.6900 II Fax 858.558.6159 TABLE OF CONTENTS 1. PURPOSE .AN"D SCOPE ................................................................................................................. 1 2. SITE .AN"D PROJECT DESCRIPTION ............................................................................................ 1 3. PREVIOUS GRADING ..................................................... : ............................................................. 1 4. SOIL .AN"D GEOLOGIC CONDITIONS .......................................................................................... 2 4.1 Compacted Fill (Qcf) ............................................................................................................. 2 4.2 Undocumented Fill (Qudf) ..................................................................................................... 2 4.3 Point Loma Formation (Kp) ................................ : .................................................................. 3 5. GROUNDWATER .......................................................................................................................... 3 6. GEOLOGIC HAZARDS .................................................................................................................. 3 6.1 Faulting and Seismicity .......................................................................................................... 3 6.2 Liquefaction ........................................................................................................................... 3 6.3 Ground Rupture ..................................................................................................................... 3 6.4 Landsl~des ............................................................................................................................. 3 6.5 Tsunamis and Seiches ............................................................................................................ 3 7. CONCLUSIONS .AN"D RECOMMENDATIONS ............................................................................ 4 7.1 General .................................................................................................................................. 4 7.2 Soil and Excavation Characteristics ........................................................................................ 4 7 .3 Grading .................................................................................................................................. 4 7 .4 Seismic Design Criteria .......................................................................................................... 5 7.5 Foundation Recommendations ............................................................................................... 5 7.6 Concrete Slabs-On-Grade ...................................................................................................... 6 7. 7 Retaining Walls and Lateral Loads ......................................................................................... 7 7.8 Foundation Plan Review ........................................................................................................ 9 LIMITATIONS .AN"D UNIFORMITY OF CONDITIONS UPDATE GEOTECHNICAL REPORT AND FOUNDATION PLAN REVIEW 1. PURPOSE AND SCOPE This report presents updated geotechnical recommendations for construction of the proposed tenant improvements located at 2210 Faraday Avenue in Carlsbad, California. The purpose of this report is to provide updated seismic and foundation recommendations for the project. The following reports were reviewed to aid in preparing this geotechnical report: 1. Update Geotechnical Investigation [for] Mezzanine Addition, Carlsbad Research Center, 2210 Faraday Avenue, Carlsbad, California, prepared by Geocon Incorporated dated December 2, 2004 (Project No. 07394-42-01). 2. Final Report of Testing and Observation Services During Site Grading, Nellcor Puritan, Bennett Addition, Carlsbad Research Center, Lot 44, Carlsbad, California, prepared by Geocon Incorporated dated January 15, 1997 (Project No. 05772-11-02). 3. Foundation Plans, Nemko USA Tenant Improvements, Carlsbad, California, prepared by HTK Structural Engineers, dated November 3, 2010 (Sheets SPl -SP3, S4 -S6, SDl and SD2. 2. SITE AND PROJECT DESCRIPTION The existing property is occupied by an industrial/commercial building and surface parking lots. We understand the proposed tenant improvements will consist of the demolition of approximately 4,150 square feet of interior floor slab and the subsequent construction of an interior structure with a sunken floor. Foundations will consist of shallow continuous and spread footings with a below grade concrete slab-on-grade. 3. PREVIOUS GRADING The existing building in which the tenant improvements will be constructed is located on Lot 45 of the Carlsbad Research Center located north of Faraday Avenue east of Dalton Court in Carlsbad, California. Grading occurred on the property during initial development of the research center. Compaction reports documenting the grading could not be obtained. Based on information contained in Geocon's 1996 geotechnical investigation, fills varying from 3 feet to over 50 feet thick were placed across the property. Grading for the existing building occurred in November 1996 under the testing and observation services of Geocon Incorporated (see Reference 2). Undocumented fill within the perimeter of the building pad was removed and recompacted to a depth of approximately 15 feet and/or until formational soils were exposed, whichever occurred first. Existing undocumented fills in loading Project No. 07394-42-04 -1 -December 17, 2010 dock, driveway areas and the parking area north of the building were removed to a depth of approximately 3 feet below proposed subgrade elevation. The existing fill soils to the west and east ends of the building pad were removed to the toe of fill slopes and/or at least 5 feet beyond the building footprint. Excess soils generated during the grading operations were spread uniformly across the south vacant portion of the lot without any compactive effort. The existing building is comprised of a concrete tilt-up industrial/manufacturing structure supported by both shallow and deep foundations. Based on a foundation plan prepared for the original building titled Nellcore Puritan Bennett Warehouse Building, Carlsbad, California, prepared by Smith Consulting Architects, dated October 11, 1996, the north-central portion of the building is supported by a drilled pier and grade beam foundation system. Spread footings and a perimeter continuous footing support the remaining portion of the building. The drilled piers were used in areas where undocumented fill was left in-place below the building pad. Areas where spread and continuous footings were constructed are underlain by compacted fill overlying native soils of the Point Loma Formation. 4. SOIL AND GEOLOGIC CONDITIONS Based on information provided in the referenced reports, the existing building pad is underlain by compacted fill, undocumented fill, and native materials of the Point Loma Formation. Descriptions for each of these soil types are provided below. 4.1 Compacted Fill (Qcf) Compacted fill placed during previous grading operations observed and tested by Geocon Incorporated underlies the existing building pad. The compacted fill extends to depths varying between 3 feet and 15 feet. The fill consists of silty/sandy clays to clayey/silty sands. Based on laboratory testing performed during grading for the building pad, the fills are classified as having a "medium" expansion potential. The compacted fill is considered suitable for support of the proposed new footings for the tenant improvements. 4.2 Undocumented Fill (Qudf) Undocumented fill placed during previous grading operations underlies the compacted fill in the north-central portion of the building. The undocumented fill extends to depths in excess of 50 feet at its thickest point. Removal of the undocumented fill across the building pad to a depth of 15 feet was performed under the observation of Geocon Incorporated during previous grading (see Reference 1). The undocumented fill is likely comprised of "medium" expansive silty/sandy clays to clayey/ silty sands. Where undocumented fill was left in place, drilled piers bearing on the Point Loma Formation were constructed for foundation support of the existing building. Project No. 07394-42-04 -2-December 17, 2010 4.3 Point Loma Formation (Kp) Native materials of the Point Loma Formation underlie the surficial soils and have been mapped east of the existing building. The Point Loma Formation is characterized as green to olive green, clayey to very clayey siltstone. The Point Loma Formation is suitable for support of foundation loads. 5. GROUNDWATER Groundwater was not encountered in borings performed during the referenced investigation or observed during grading. Groundwater is likely deeper than 50 feet and is not expected to impact construction of proposed improvements. 6. GEOLOGIC HAZARDS 6.1 Faulting and Seismicity Based on our review of pertinent geologic literature, there are no known active or potentially active faults in the site vicinity. The nearest known active fault is the Rose Canyon Fault Zone, located approximately 3.5 miles to the west. Major earthquakes occurring on the Rose Canyon Fault or other regional active faults located in the southern California area could subject the site to moderate to severe ground shaking within the life span of proposed structures. 6.2 Liquefaction Soil liquefaction occurs within relatively loose, cohesionless sand located below the water table that are subjected to ground accelerations from earthquakes. Due to the dense nature of the underlying soils and the lack of permanent, shallow groundwater, the risk associated with liquefaction hazard is very low. 6.3 Ground Rupture The risk associated with ground-rupture hazard is very low due to the absence of faulting at the subject site. 6.4 Landslides We did not encounter landslides during previous grading and none are known to exist on the property or at a location that would impact the proposed development. The risk associated with landslide hazard is very low. 6.5 Tsunamis and Seiches The site is not located near the ocean or downstream of any large bodies of water. Therefore, the risk associated with tsunamis or seiches hazards is very low. Project No. 07394-42-04 -3 -December 17, 2010 7. CONCLUSIONS AND RECOMMENDATIONS 7.1 General 7 .1.1 Provided the recommendations of this report are followed, no soil or geologic conditions were encountered during Geocon's previous investigation or observed during pervious grading, which in our opinion would preclude construction of the proposed improvements. 7 .1.2 Compacted fill, undocumented fill, and the Point Loma Formation underlie the building pad. Based on information from previous reports and maps, the area of the proposed improvements is underlain by 3 feet to 15 feet of compacted fill that overlies the Point Loma Formation. 7.1.3 Subsurface conditions observed may be extrapolated to reflect general soil/geologic conditions; however, some variations in subsurface conditions should be anticipated. 7 .2 Soil and Excavation Characteristics 7.2.1 The on-site fill soils generally consist of silty/sandy clay to clayey/silty sand. The Point Loma Formation consists of clayey siltstone. Laboratory tests performed during previous investigations and grading suggest the on-site soils have a medium expansion potential as defined by California Building Code (CBC). 7.2.2 Previous reports summarize the soluble-sulfate test results indicating a "severe" sulfate rating based on CBC guidelines. For severe sulfate exposure the CBC recommends concrete use Type V cement, have a maximum water-cement ratio of 0.45 and a compressive strength of 4,500 pounds per square inch (psi). CBC guidelines should be followed in determining the type of concrete to be used. The presence of water-soluble sulfates is not a visually discernible characteristic; therefore, other soil samples from the site could yield different concentrations. Additionally, over time landscaping activities (e.g., the addition of fertilizers and other soil nutrients) may affect the concentration. 7.2.3 Excavation of the fills can be accomplished with light to moderate effort using conventional heavy-duty grading equipment. Excavation of the Point Loma Formation may require a moderate to heavy effort to excavate. 7.3 Grading 7.3.1 No grading is anticipated beyond excavation for the sunken floor. However, Geocon Incorporated should observe the slab subgrade and footing excavation bottoms prior to placing concrete. Loose, soft or otherwise unsuitable soil should be removed and/or Project No. 07394-42-04 -4-December 17, 2010 compacted prior to placing concrete. This may require processing the upper 12-inches of soil beneath new slabs-on-grade. 7.3.2 Should fill be required, we recommend areas to receive fill be scarified to a depth of at least 12 inches, moisture conditioned as necessary, and compacted. Fill soils may then be placed and compacted in layers to the design finish grade elevations. The layers should be no thicker than will allow for adequate bonding and compaction. All fill (including scarified ground surfaces) should be compacted to at least 90 percent of maximum dry density at optimum moisture content or slightly above as determined by the current version of ASTM D1557. Fill placement should be observed and tested by a representative of Geocon Incorporated. 7.4 Seismic Design Criteria 7.4.1 The following table summarizes site-specific seismic design criteria obtained from the 2007 CBC. TABLE 7.4 CBC SEISMIC DESIGN PARAMETERS Parameter Value IBC-06 Reference Site Class D Table 1613.5.2 Spectral Response -Class B (short), Ss 1.153 g Figure 1613.5(3) Spectral Response -Class B (1 sec), S1 0.437 g Figure 1613.5(4) Site Coefficient, Fa 1.039 Table 1613.5.3(1) Site Coefficient, Fv 1.563 Table 1613.5.3(2) Maximum Considered Earthquake 1.198 g Section 1613.5.3 (Eqn 16-37) Spectral Response Acceleration (short), SMs Maximum Considered Earthquake 0.682 g Section 1613.5.3 (Eqn 16-38) Spectral Response Acceleration -(1 sec), SM1 5% Damped Design 0.799 g Section 1613.5.4 (Eqn 16-39) Spectral Response Acceleration (short), Sos 5% Damped Design 0.455 g Section 1613.5.4 (Eqn 16-40) Spectral Response Acceleration (1 sec), Sm 7 .5 Foundation Recommendations 7 .5 .1 The tenant improvements can be supported on conventional shallow foundations. The following recommendations assume soil within 3 feet of pad grade will consist of medium expansive soil (EI less than 90). Geocon incorporated should be consulted to provide Project No. 07394-42-04 -5-December 17, 2010 additional foundation recommendations and/or modifications if highly expansive soils are encountered within the upper 3 feet of finish pad sub grade. 7.5.2 Conventional continuous footings should have a minimum embedment depth of at least 24 inches below lowest adjacent grade. The footings should be at least 12 inches wide. Spread footings should have a minimum embedment depth of 24 inches below lowest adjacent grade and should be at least 2 feet square. The referenced foundation plans indicate a footing embedment depth of 15 inches below the new proposed below grade concrete slab. This footing depth is acceptable considering the footings are contained within the existing building and will be approximately 4 feet below the surrounding building pad subgrade elevation. 7.5.3 Continuous footings should be reinforced with four, No. 5 steel, reinforcing bars placed horizontally in the footings, two placed near the top of the footing and two near the bottom. The structural engineer should design the reinforcement for spread footings. 7.5.4 Footings as proportioned may be designed for an allowable bearing pressure of 2,000 pounds per square foot (psf). The allowable bearing pressure may be increased by up to one-third for transient loads due to wind or seismic forces. 7.5.5 If the foundations are constructed as recommended above, differential settlements of less than ½-inch are estimated. 7.5.6 A representative of Geocon Incorporated should observe the foundation excavations prior to the placement of reinforcing steel to verify that the exposed soil conditions are consistent with those anticipated. If unanticipated soil conditions are encountered, foundation modifications may be required. 7 .6 Concrete Slabs-On-Grade 7.6.1 Interior concrete slabs-on-grade should have a minimum thickness of 5 inches, be under- lain by 4 inches of clean sand, and reinforced with No. 3 steel, reinforcing bars spaced 18 inches on center each way and placed at the slab midpoint. If floors are subjected to large point loads or heavy forklift loads, slabs should be increased to a minimum thickness of 6 inches and project structural engineer should design the concrete reinforcement. 7 .6.2 A vapor retarder should be placed near the middle of the sand layer beneath slabs that may receive moisture-sensitive floor coverings or may be used to store moisture-sensitive materials. The project architect or developer should specify the vapor retarder based on the Project No. 07394-42-04 -6 -December 17, 2010 type of floor covering that will be installed. The vapor retarder design should be consistent with the guidelines presented in Section 9.3 of the American Concrete Institute's (ACI) Guide for Concrete Slabs that Receive Moisture-Sensitive Flooring Materials (ACI 302.2R-06). 7.6.3 To control the location and spread of concrete shrinkage and/or expansion cracks, it is recommended that crack control joints be included in the design of concrete slabs. Crack control joint spacing should not exceed, in feet, twice the recommended slab thickness in inches (e.g., 8 by 8 feet for a 4-inch-thick slab). The crack control joints should be created while the concrete is still fresh using a grooving tool, or shortly thereafter using saw cuts. The joint should extend into the slab a minimum of one-fourth of the slab thickness. The structural engineer should take into consideration criteria of the American Concrete Institute when establishing crack control spacing patterns. 7.6.4 No special subgrade presaturation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be sprinkled, as necessary, to maintain a moist condition as would be expected in any such concrete placement. 7.6.5 The concrete slab-on-grade recommendations are minimums based on soil support characteristics only. It is recommended that the project structural engineer evaluate the structural requirements of the concrete slabs for anticipated structural loads. 7.6.6 The recommendations of this report are intended to reduce the potential for cracking of slabs due to expansive soils (if present) and differential settlement of fills. However, even with the incorporation of the recommendations presented herein, foundations, stucco walls, and slabs-on-grade placed on such conditions may still exhibit some cracking due to soil movement and/or shrinkage. The occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may be reduced and/or controlled by: {l) limiting the slump of the concrete; (2) proper concrete placement and curing; and (3) by the placement of crack control joints at periodic intervals, in particular, where re- entry slab corners occur. Control joints within slabs should be spaced at intervals as recommended by the American Concrete Institute to reduce shrinkage cracking. 7.7 Retaining Walls and Lateral Loads 7.7.1 Retaining walls that are allowed to rotate more than 0.001H at the top of the wall and having a level backfill surface should be designed for an active soil pressure equivalent to the pressure exerted by a fluid density of 35 pounds per cubic foot (pcf). Where the backfill will be inclined at no steeper than 2.0 to 1.0, an active soil pressure of 45 pcf is recommended. These soil pressures assume that the backfill materials within an area Project No. 07394-42-04 -7 -December 17, 2010 bounded by the wall and a 1: 1 plane extending upward from the base of the wall possess an Expansion Index of less than 50. Material with an Expansion Index less than 50 will likely require importing. Geocon Incorporated should be consulted for additional recommendations if backfill materials with an Expansion Index greater than 50 are used. 7.7.2 Where walls are restrained from movement at the top, an additional uniform pressure of 7H psf (where H equals the height of the retaining wall portion of the wall in feet) should be added to the above active soil pressure. 7. 7 .3 All retaining walls should be designed to resist hydrostatic forces or be provided with a drainage system adequate to prevent the buildup of hydrostatic forces. The walls should be waterproofed as required by the project architect. If conditions different than those descnbed are anticipated, or if specific drainage details are desired, Geocon Incorporated should be contacted for additional recommendations. 7. 7.4 In general, wall foundations having a minimum depth and width of one foot may be designed for an allowable soil bearing pressure of 2,000 psf, provided the soil within 3 feet below the base of the wall has an Expansion Indere less than 90. The proximity of the foundation to the top of a slope steeper than 3: 1 could impact the allowable soil bearing pressure. Geocon Incorporated should be consulted where such a condition is anticipated. 7.7.5 For resistance to lateral loads, an allowable passive earth pressure equivalent to a fluid density of 250 pcf is recommended for footings or shear keys poured neat against properly compacted granular fill soils or undisturbed natural soils. The allowable passive pressure assumes a horizontal surface extending at least 5 feet, or three times the surface generating the passive pressure, whichever is greater. The upper 12 inches of material not protected by floor slabs or pavement should not be included in the design for lateral resistance. An allowable friction coefficient of 0.35 may be used for resistance to sliding between soil and concrete. This friction coefficient may be combined with the allowable passive earth pressure when determining resistance to lateral loads. 7.7.6 The recommendations presented above are generally applicable to the design of rigid concrete or masonry retaining walls having a maximum height of 8 feet. In the event that walls higher than 8 feet or other types of walls are planned, such as crib-type walls, Geocon Incorporated should be consulted for additional recommendations. ProjectNo.07394-42-04 -8 -December 17, 2010 7.8 Foundation Plan Review 7.8.1 We have reviewed the project foundation plans (see Reference 3). The purpose of our review was to assess whether the plans have been prepared in substantial conformance with the recommendations outlined in this update report. It should be understood that our review was limited to geotechnical aspects of project development and did not include review of other details on the referenced plans, structural or otherwise, that do not directly pertain to geotechnical aspects of construction. Based on our review of the project plan and the information contained within References 1 and 2, it is the opinion of Geocon Incorporated that the structural plans and details have been prepared in substantial conformance with the recommendations presented in the referenced update geotechnical report. Project No. 07394-42-04 -9-December 17, 2010 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that anticipated herein, Geocon Incorporated should be notified so that supplemental recommendations can be given. The evaluation or identification of the potential presence of hazardous or corrosive materials was not part of the scope of services provided by Geocon Incorporated. 2. This report is issued with the understanding that it is the responsibility of the owner or his representative to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. 3. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. 4. The firm that performed the geotechnical investigation for the project should be retained to provide testing and observation services during construction to provide continuity of geotechnical interpretation and to check that the recommendations presented for geotechnical aspects of site development are incorporated during site grading, construction of improvements, and excavation of foundations. If another geotechnical firm is selected to perform the testing and observation services during construction operations, that firm should prepare a letter indicating their intent to assume the responsibilities of project geotechnical engineer of record. A copy of the letter should be provided to the regulatory agency for their records. In addition, that firm should provide revised recommendations concerning the geotechnical aspects of the proposed development, or a written acknowledgement of their concurrence with the recommendations presented in our report. They should also perform additional analyses deemed necessary to assume the role of Geotechnical Engineer of Record. Project No. 07394-42-04 December 17, 2010 r / PCR10132 2210 FARADAY AV 150 NEMKO-REPA;R OF GRADE BEAM-··-\ l lPGRArn= 01\1 ~nil ~ I u JJ~10 ow~t>; fsf-/lu/t!!>161 m <sv s~ ('cc/cs 1o cDy\ . /J)f1iJ-~ fJ;cK WIU I /5/(( kn-J1J-~ 4-pa:-JtJ/J1p s/4c.t !/J/ rr /Pu &,d acv Approved Date By BUILDING I I LI J II -PA-- PLANNING /,·? 0--ft) /en' ENGINEERING / ) --9 P---:?'d n FIRE Expedite? y N fil /11) /lb( t'U' ,;'' '/ I u I I HazMat APCD Health t; Forms/Fees Sent Rec'd Due7 By ( Encina y N Fire y N HazHealthAPCD y N PE&M y N School y N Sewer y N Stormwater y N Special Inspection y N CFO: y N LandUse: Density: lmpArea: FY: Annex: Factor: PFF: y N Comments Date Date Date Date Building Planning Engineering Fire Need? - IJ Done IJ Done IJ Done IJ Done IJ Done SW IJ Issued City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-17-2011 Plan Check Revision Permit No:PCR11005 Job Address: Permit Type: • Parcel No: Valuation: Reference #: .PC#: Project Title: Applicant: RICK TAYLOR 858-679-8989 Building Inspection Request Line (760) 602-2725 2210 FARADAY AV CBAD St 150 PCR Lot#: 0 Status: Applied: 2121205500 $0.00 CB100132 Construction Type: NEW Entered By: Plan Approved: Issued: NEMKO: DEFERRED SUB. /PRE-MAN UFACTURED EQUIP ROOM FOR TEST EQUIP. Inspect Area: Owner: FARADAY POINTE-CA LLC C/O JEANNE ALLEN PO BOX4900 SCOTTSDALE AZ 85261 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $500.00 $160.00 $0.00 Total Fees: $660.00 Inspector: Total Payments To Date: $660.00 Balance Due: FINAL APPROVAL Date: Clearance: ISSUED 01/14/2011 JMA 02/17/2011 02/17/2011 $0.00 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 perm it was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. «~~ ¥ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No.f~ ff ~i:7 OS Original Plan Checl< No. CBt 0( S:-f,b Project Address ~ :2 I O M@--M--y &J.q ~ T 15 0 Date I Ii '-I-! 20 l I Contact 1<\c.\c. l Aylolr' Ph '36~ to1<tfl1?1Fa'f° tp7q -&:Ys<lmail R.T {!J H-Tt<S€. C.oM · °"I\ 'r-L.. _, WT,14 _ u _ q Contact Address } 4--28?? JJPhV1 C:.t?OV "5; · t4:-:2..m City f'°Wi<\.. }( Z1pZ.0&,'f ·General Scope of Work __________________________ _ Original plans prepared by ari architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: · D Plans ~ Calculations D Soils D Energy ~ Other » l?P8112l2 8-:> Subn I I '-2 Describe revisions in detail ~ntt1~r11rtA-L ...:. ?~\11\~V11.J-hw1u1tt~EQ\l')·w0 ~M 1,c; Tb~ I I 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? 7 Does this revision affect any fire related issues? 8 D No D Yes ~Yes 3 List page(s) where each revision is shown O-Yes [Sf No D No 4 List revised sheets that replace existing sheets ~No 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 7 60-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov EsGil Corporation In <Partnersliip witli qovernment for (JJuiCaing Safety DATE: 2/14/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 101886 rev#2(PCR1 l-05) SET: II .PROJECT ADDRESS: 2210 Faraday Ave. Suite 150 PROJECT NAME: NEMKO TDK Pre-manufactured Equip Room ~ANT ~ Cl PLAN REVIEWER Cl FILE D The plans transmitted herewith have been corrected wher~ necessary and substantially comply with the jurisdiction's codes. cg] 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. D The check list trans~itted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D · The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has _been sent to: cg] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person 1:8:1 REMARKS: The clouded inked note on sheet CVR shall be made o~ City II set.(at building department) By: David Yao Enclosures: EsGil Corporation D· GA D EJ D PC 2/7 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersliip witli qovernment for <Bui{ain9 Safety DATE: 1/24/2011 JURISDICTION: City of Carlsbad D APPLLCANT . rCfJURiD ~REVIEWER D FILE PLAN CHECK NO.:. 101886.rev#2(PCR11-05) SET: I . PROJECT ADDRESS: 2210 Faraday Ave. Suite 150 · PROJECT NAME: NEMKQ TDK Pre-manufactured Equip Room D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The pl_ans transmitted herewith will substantially comply with the jurisdicti_on's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith·have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's qopy of the check list has been sent to: Rick Taylor 14288 Danielson Street #200 Poway, CA 92064 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: Ric~ Taylor Date contacted: ;/p,q (II (by/-M) MaiV Telephone Fax /in Person REMARKS: By: David Yao EsGil Corporation D GA D EJ D PC Telephone #: 858-679-8989 ext. 14 Fax #: 858-679-8959 Enclosures: 1/18 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .City of Carlsbad 101886.rev#2(PCR1 l-05) 1/24/2011 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 101886.rev#2(PCR11-05) JURISDICTION: City of Carlsbad OCCUPANCY:? TYPE OF CONSTRUCTION: ? ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 1/24/2011 FOREWORD (PLEASE READ): USE:? ACTUAL AREA: STORIES: 1? HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/18 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 101886.rev#2(PCR11-05) 1/24/2011 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 9200.8, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. 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. Some of sheets without engineer or architect's seal and signature. 2. Ple;:ise clearly noted on the plan this permit is for equipment room only. Sec. A106.1.1. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Classification(s) + For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508.3. + Description of Use + Type of Construction + Sprinklers: Yes or No + Stories + Height + Floor Area 4. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. 5. What is the use of equipment room? A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.7(1) and 307.7(2) possible. City of Carlsbad 101886.rev#2(PCR11-05) 1/24/2011 The building official may require a technical report to identify and develop methods of protection from hazardous materials. 6. When the character of the occupancy or use changes within a building. the building must be made to comply with current Building Code requirements (2010 CBC)for the new ,occupancy. Section 3406. (if applicable) 7. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.7(1) and 307.7(2). 8. Provide a fully dimensioned site plan drawn to scale. Sec. A 106.1.1. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) North arrow. c) Property lines/easements. d) Streets/alleys. e) Existing and proposed buildings and structures. 9. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Sec. A 106.1.1 10. Did the original area analysis consider this room? Please clarify on the plan. Table 503. 11. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1.(if applicable) 12. Guards (Section 1013): a) Shall be installed at all unenclosed floor openings which are located more than 30" above the floor or grade below. b) Shall have a height of 42". This includes the open side of a stair. c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607. 7. d) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". FOUNDATION 13. The calculation shows 42"x15" footing at columns. Please clarify on the plan. City of Carlsbad 101886.rev#2(PCR11-05) 1/24/2011 • STRUCTURAL • Construction documents 14. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) • Floor live load. Uniformly distributed, cqncentrated, and impact live load, including any live load reductions used, should be indicated. • 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 • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and S1 o Site class o Spectral response coefficients Sos and So1 o Seismic design category o Basic· seismic-force-resisting system(s) o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. • Special Inspection of Materials and Construction 15. The plans shall indicate that special inspection will be provided for the following work. (Section A 106.1) a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1704.3 and Table 1704.3. b) Welding. Welding inspection should be provided in accordance with Table 1704.3. ' City of Carlsbad 101886.rev#2(PCR11-05) 1/24/2011 c) · High-strength bolts. Periodic inspection should be provided for installation -of high-strength bolts in accordance with AISC specifications. (Section 1704.3.3) 16. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. 17. The calculation shows 6x4x5/16 at wall panel. The only load in the design appears to be Deal load only. Any other load to the wall? lateral load perpendicular to the wall? 1607.13. (5psf) 18. Provide schematic for the RISA analysis. Uoint location, type, member location .. etc) 19. The "Hot Rolled Steel Section Sets" in the RISA analysis did not include HSS3x3x4 tube. Please clarify. ORDINARY CONCENTRICALLY BRACED FRAMES 20. Maximum slenderness ratio for bracing members. The Kflrfor bracing members should not exceed 4 ~EIFy. [AISC-Seismic (2005), Part I, Section 14.2] Please provide calculation. 21. Width-Thickness Limitations. The width-thickness ratio of braces and columns shall meet the requirements of Section 8.2b. AISC-Seismic (2005), Part I, Section 14.1. Please provide calculation. ' 22. Design forces for bracing connections. Bracing connections should have the strength to resist the lesser of the following: [Al SC-Seismic (2005), Part I, Section 14.4] _i) RyFyAg (nominal axial tensile strength of the bracing members) ii) The maximum force that can be developed by the system. · iii) A load effect based upon using the amplified seismic load. 23. Provide calculation to shows all the connections (bracing member, bracing to the beam, beam to column .. etc) are adequate. 24. Please provide explanation and calculation to show how the lateral force transfer to the bracing at walls? Especially when the force perpendicular to the longitudinal direction? It appears to not have complete bracing at floor? 25. Provide complete mechanical and electrical plan for this equipment room. ' City of Carlsbad 101886.rev#2(PCR11-05) 1/24/2011 26. To speed up the review process, note on this list (o'r a copy) where each correctio!l item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 27. 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 2e. 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. 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. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. • · City of Carlsbad 101886.rev#2(PCR1 l-05) 1/24/2011 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad 101886.rev#2(PCR11-05) ·PREPARED BY: David Yao PLAN CHECK NO.: DATE: 1/24/2011 BUILDING ADDRESS: 2210 Faraday Ave. Suite 150 BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier equipment room Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg, Permit Fee by Ordinance / ..-/ Plan Check Fee by Ordinance Type of Review: D Complete Review D Repetitive Fee =:EJ Repeats • Based on hourly rate Comments: D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. D Structura_l Only 41 Hrs.@* =====-$-1=0=0_.-o:o ($) $500.ool $400.ooj Sheet 1 of 1 macvalue.doc + PL~NNING/ENGINEERING APPROVALS PERMIT NUMBER PCR 11-05 DATE 1/24/11 ADDRESS 2210 FARADAY AV #150 RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER STRUCTURAL CALCS FOR ROOM INSIDE OF THE EXISTING BUILDING-APPROVED SUBJECT TO THE APPROVAL OF CB101886 APPROVED PLANS PLANNER GINA RUIZ DATE 1/24/11 ENGINEER,....__ _______ _ DATE ______ _ 11:\ADMIN\COUNTER/PLANNING/ENGINEERING APPROVAfS RECOMMENDED FOR APPROVAL BI--1DG. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net _ APPLICANT: Rick Taylor PROJECT NAME: Nemko USA Plan Checker: Daryl K. James Date: 1/18/2011 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2210 Faraday Ave. Ste. 170 -PROJECT DESCRIPTION: PCR11-05 Structural Pre-manufactured Equipment Room INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To expedite the recheck process, please note on this list (or copy) how and where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc • CORRECTIONS OR MODIFICATIONS TO THE PLANS MUST BE CLOUDED AND PROVIDED WITH NUMBERED DELTAS AND REVISION DATES . • PLEASE SEND OR DELIVER REVISED PLANS WITH ESGIL COMMENTS DIRECTLY TO: Daryl K. James 205 Colina Terrace Vista, CA 92084 Please direct any questions regarding this review directly to: Daryl K. James -'./ COMMENT Are fire sprinklers, denoted on the plan, pre-engineered as a part of the pre-manufactured equipment room, or will the system be installed under a deferred sprinkler system submittal, in accordance with the 2010 edition of NFPA 13? SPRINKLER DRAWINGS DESIGNED IN ACCORDANCE WITH 2010 NFPA 13 WILL BE A DEFERRED SUBMITTAL AS PER PHONE CONVERSATION WITH ARCHITECT BRUCE STEINGRABER 1/18/2010. Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST T. {760) 724-7001 Email: kitfire@sbcglobal.net Plan Checker: Daryl K. James ·Date: 1/17/2011 • APPLICANT: Rick Taylor JURISDICTION: Carlsbad Fire Department /S'"l) PROJECT NAME: Nemko USA PROJECT ADDRESS: 2210 Faraday Ave. Ste. ~ ,PROJECT DESCRIPTION: PCR11-05 Structural Pre-manufactured Equipment Room INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted-by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • to expedite the recheck process, please note on this list (or copy) how and where each correction item has been addressed) i.e. sheet number, note number, detail number, legenq number, etc • CORRECTIONS OR MODIFICATIONS TO THE PLANS MUST BE CLOUDED AND PROVIDED WITH NUMBERED DELTAS AND REVISION DATES. ·•' PLEASE SEND OR DELIVER REVISED PLANS WITH ESGIL COMMENTS DIRECTLY TO: Daryl K. James ·, ,.. ·, · --· 205 Colina Terrace · Vista, CA 92084: Please direct any questions regarding this review directly to: D·aryl K. James COMMENT Are fire sprinklers, denot~d on the plan, pre-engineered as a part of the pre-manufactured equipment room, · or will the system be installed under a deferred sprinkler system submittal, in accordance with the 201 O edition of NFPA 13? · \ ' Structural Plan Check Responses PROJECT: Nemko-TDK PUN CHECK#: 101886 HTK PROJECT#: 10-348 DATE: January 25, 2011 HOROWITZ TAYLOR KUSIHKAKI STRUCTURAL ENGINEERS 1. The sheets without an engineering seal are standard manufacturing sheets that are included in the set for clarity and contractor/ construction reference. Only the sheets pertaining to the structural requirements of the enclosure are stamped. 2. See note added to cover sheet. 3. See original permit set for this information. 4. See note added to cover sheet. 5. Note added to cover sheet for testing room explanation. 6. Does not apply. The occupancy is not changing. 7. See number 5 above. 8. See original permit for this information. This testing room is inside the envelope of the original -building. 9. See original permit for this information. 10. See original permit. 11. Does not apply. Only one exit is required for the testing room. 12. c. Guardrails are embedded into 8" CMU wall. See previous building permit. 13. Footing design changed to 36" x 15" to match the previous building submittal. The foundation plan showing sizes, reinforcing, and column locations are found in the previous submittal. 14. See sheet Drn for all design loads. Please note that the equipment building is inside the envelope of the original building and will not be subject to wind loading (10 PSF min). 15. See sheet D11 for all Special Inspection statements and requirements. No high strength bolting is required. 16. See sheet D11. 17. See revised calculation for 5 psflateral load. 18. See printout for RISA schematic. 14288 Danielson St. • Suite #200 • Poway, CA 92064 • (858) 679-abl-Ot 2350 S. Jones • Suite#101 • Las Vegas, NV 89146 • (702) 505-8225 0 , .. ce1 ~._ 19. See revised RJSA calculations with HSS 3x3x4 shown. 20. The braces used are designed as tension only and are not required to satisfy the provision in section 14.2. See the User Note in that section. 21. See comment above. The width to thickness limitations in section 8.2 are for compression elements only. 22. See calculation for bracing connections. 23. See connection calculations added to calculation package. 24. See new RJSA printout and schematic. All loads were applied to the roof and transferred through the bracing in the roof system since it lacks a structural diaphragm. All loads are then taken to the perimeter beams where they become part of the braced frames. 14288 Danielson St. • Suite#200 • Poway, CA 92064 • (858) 679-8989 2350 S. Jones • Suite#101 • Las Vegas, NV 89146 • (702) 505-8225 STRUCTURAL CALCULATIONS HT PROJECT: rJ €:. ~ K-o STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N" CONCRETE BLOCK F ' M = MORTAR: TYPES 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 TIMBER: DOUGLAS FIR-LARCH JOISTS GRADE 40: GRADE 60: #2 #2 L S"OO PSI ______ .PSI #4 AND LESS (U.O.N.) #5 AND LARGER BEAMS AND POSTS STUDS STUD OR BETTER SEISMIC CATEGORY: __ {:) __ REPORT BY: G fo cot-J WIND FORCE: 8 S--/ &, DESIGN LOADS: REPORT NO.: ____ _ SOIL PRESSURE: 2..000 f Sf- ROOF DEAD LOAD SLOPED ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= ROOF LIVE LOAD 20PSF ·, FLOOR DEAD LOAD FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= - FLOOR LIVE LOAD INTERIOR BALCONY WALWAY .. 40 PSF 60 PSF (U.O.N.) -100 PSF WALL DEAD LOAD INTERIOR EXTERIOR ~ IC;,PsF 16 PSF I I i These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. · .J t0-:>'18 14288 Danielson St. • Suite 200 • Poway, CA 92064 • (858) 679-8989 • Fax (858) 679-8959 ~Ci: 3:~_i;.;0 q L;Q_f>'-~S. : .. /Q \ ( s.~* l C/o·y ~ $.e) .~ . L)~ ~ fS ~ _ .. _ . . ,l?1._l_8"2_~/_(~~ .. *'" .. ~ ?>) ; _?_.__ I _fslf .. !NALL. LOAei.:3.-;: .. ··---~(p:·,·,:·:#: l(ii/):(i'1\. •· ?~L;~)l·-~.t$.F . .. ··f· ,. ;· ... -.. ___ G, ____ , ...... --·-······--·-···-··-···•··· -··-·-·-··-•·····-······· . .. . . . . . . . Y ) -~l S ~ / ( ~-~) ('2.; L{ ~--~. 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G: J:. ~~ C !?--S.~; . . . . .. :0: Jf i{tS. ~7fY< Sci s_:, ft-11 . Jg..~-~ J~ .~ : '. ~ .. ~ r'V\.::. . \ l. Y • .. ~-{(..._ -_F-T -------------.. -· -_l J; ~:::. l1.2..s-1 0 x :: ) S G:, #/, !Ny= ss--tt-1, M.c~-::_ E;af3.$'#-p-, Mty -:. l-Ca· 8 7 -M--r--, Yv\c.\l ::: e q 7 S-;i;--r-r Me-y =-4 I I S-~ -r-r b R-A c._r: ,-...J G COAJ A.JE: c_ I J:_C)I\.J .s : Ky Fy 1L\-5 = C. l , ~) ( ~~ o vo) ( 1. l 9 ) ~ C '-/ 1 ~, o :Ji A If'/\ f' Ll F-J:_·f:-~ s E-J: ~ VV\...~ C l.-0 ~ ; . AE :: C / Co s-o Jt C...f'L ~ "l.~O) = l:;;1 3>oot4 < G'{,uo# "'~ t.ll S (& A 1/\.~ LZ:. r::..-r... G D SG-:t.-.5 M.J:c.. ~A~ A LLo (.,...) A-6.L £ 5t+EA-JL Fo IL '3/~ 11 {p A 3 cS-tC, =-I a, ooo*-~o ok:-A Y (A-=r sc ,A-~'-E t -t) ,). /t-LLOl/0 AaLE LoA~ Fot-S:-/8'1(/> aOLt A ~'2..-S /\J =-G, J~ /60,__, C, --s-;~ '' <1 I!> o '--r~ ~ 3~ 1',_ ·~ ---~ . .. .,__ . Ti E-s I C. b+A f'"-~(£IL - . ' S·E..L-S V'-"\.:c.c_; 1:--Q/\~;s.: • 0.-•, -<M _, ·~• -• '-·•t• > • f .. --,·-·1 -........ --------,------~--•• ---------· --·-------·---.-- • I -·-·· ----·---· ... ··+--~ . -----• - Ti~ -A . . --.. ~-·--ID-~ ..... ------·---·-.. -------~ --· ........ -··---· .;...._. ----·----. --· ----~ - ~, __ -:-=-_: . :.. .. "" ,.-. ...... -. ~-. •I----. :,. -----~ ,,. • .. .. ,._ --~-, __ ,. ____ . ,._ --------··--.,,.... .. --•------ 'FO OT:X..{'...) G CJ+~C-tL: ,_. _,_ -.. --....... -----....... --__ ...... ________ ~. ~ --,. . . - ~~K -:.., 4,-~l'-:-1.8 :, ::, -f' ? r-. -t~'l= .. ::: ?'2 2.3( f"'.:?E <_Z4~(,?f'Sf= _ _ du O k:-A Y _ HTK Title: Dsgnr: Project Desc.: Project Notes : STRUCTURAL ENG I NEER S Title Block Line 6 Job# Material Properties Calculations per IBC 2006, CBC 2007, ACI 318-05 fc = 3.0 ksi fr= fc112 • 7.50 = 410.79 psi d> Phi Values Flexure : 0.90 Shear: 0.750 \{/ Density = 145.0 pcf Elastic Modulus = 3,122.0 ksi 131 = 0.850 Load Combination 2006 !BC & ASCE 7-05 Fy -Main Rebar = E -Main Rebar = 60.0 ksi 29,000.0 ksi Fy-Stirrups E -Stirrups Stirrup Bar Size # Num of Bars Crossing Inclined Crack Beam is supported on an elastic foundation, Cross Section & Reinforcing Details Rectangular Section, Width= 36.0 in, Height= 15.0 in Span #1 Reinforcing .... 3-#5 at 3.0 in from Bottom, from 0.0 to 4.0 ft in this span = 40.0 ksi = 29,000.0 ksi # 3 = 2 E(22) 36"wx15"h Span=4.0 ft C ~ " C, 36m Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load : E = 22.0 k @ 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.152: 1 Typical Section 7.449 k-ft 48.948 k-ft +D+0.70E+H 2.031 ft Span# 1 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Soil Pressure = Vertical Reactions -Unfactored. 2.023 ksf at 2.00 ft Support notation : Far left is #1 0.000 in 0.000 in 0.056 in 01005 ih . -.. ----· --------------------· ----------------·-·· ·--· ------------ Overall MAXimum DOnly D+E Shear Stirrup Requirements support 1 Slfpport 2 ·-·o.185 · ·--o.185 0.017 0.017 0.185 0.185 #3 stirrups (2 legs) at #1#/ffl.## in o/c from 0.00 to 0.00 ft along span, Condition : Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Bending Sfre-ss.Resulfri ( k~ft) --_-_ Segment Length Span# in Span Mu: Max Phi*Mnx Stress Ratio --·--. MAXimum BENDING Envelope Span# 1 2.031 7.45 48.95 0.15 +D Span# 1 3.938 -0.00 48.95 0.00 +D+0.70E+H Span# 1 2.031 7.45 48.95 0.15 +D+0.750Lr+0.750L +0.5250E+H Span# 1 1.969 5.59 48.95 0.11 ---·-· --· -·--· --- HTK Title: Dsgnr: Project Desc.: Project Notes: STRUCTURAL ENG I NEER S Title Block Line 6 Description : Footing @Test Chamber Column Load Combination Bending_ Stress Results. ( k-ft) Location {ft) Segment Length Span # in Span Mu: Max Phi*Mnx Stress Ratio +D_+_0-.7-50-L-+0.750S+0.5250E+H Span# 1 +0.60D+0.70E+H 1.969 5.59 Span# 1 2.031 7.45 Overall Maximum Deflections -Unfactored Loads 48.95 48.95 0.11 0.15 Job# -------------------- Load Combination Span Max. "·" Defl Location in Span Load Combination Max."+" Defl Location in Span Span 1 0.0562 2.000 0.0000 0.000 ) fu_, l N15 Horowitz Taylor Kushkaki Dave Maestas 16 M59 N17 '"N18 Nemko M58 N19 20 Jan 26, 2011 at 8:53 AM Nemko 2.r3d Cpmpany Horowitz Taylor Kushkaki Designer . Dave Maestas Job Number: Nemko Hot Rolled Steel Properties Label E fksil G fksil 1 A36 29000 11154 ' ,,., ., ' Nu Therm (\1 E5 F) .3 .65 .. .. " ,, ,1,. Nov 22, 2010 11:11 AM Checked By: __ Densitvrk/ft"31 Yieldfksil .49 36 ,, .2. .,. A572Gradeiso :29000.:· 1-1"{54:·,•·· ' ·-::·_3·, '•, .65. ·., .:·:::;, '.49: ,· ., 'SQ'..: ,,, _.., 3 A992 29000 11154 .3 .65 .49 50 k .. A5ob:4:t: .,, ... · ·. 29000'·. · ,::J1154 ... .... ,;_,:_3•;,:· ·:.,: . ,)'·· . ·,65 ,;: .:49. ·--~-,. " " :42· . :,, " '. ' · _ _:.: ,:;·_ ' .. .. •;,•,.' " 5 ASOO 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shaoe Desian List Tvne Material Desion Rules A fin21 lw fin41 lzz fin41 J fin4l 1 I Column W8X15 WF 14 Column A572Grade50 Tvoical 4.44 I 3.41 48 .14 ·, :,51. · 3 I Brace L3X2X4 SingleAngle Beam A36 Tvnical 1.19 I .392 1.09 .027 ·. · -~09•' Member Primary Data Label I Joint J Joint K Joint Rotate(dea) Section/Shaoe Desian List Tvoe Material Desian Rules 1 M12 N15 N16 90 Column WF 14 Column A572Grad... Tvoical ··'·;2: -, · ',.: : Mt3' i ·i~Nlt:~; _, .c~N:f:if/ /_;,:'f'. ~ :-.-' .. ,<:/; Jib'(:'· .. ;:: .C6ium'nc· · ''WF.14 .,_; . :Coft.ffn.r:i"AMJZGhlC(., ,: 'tvoioai''. 3 M14 N19 N20 90 Column WF 14 Column A572Grad... Tvoical ··4-:'.:''::tMM, ";-'N1.t·,:::;• N3.2·'·'.i: ,_<:--1::,-.. ,.:,:-:.. -,;-;:···Bi:ace:.~: :sinale.Anale' 'Bearri:' '..'A3(t,·-,: '.Tvoicalt·· 5 M33 N33 N16 Brace Sinale Anale Beam A36 Tvoical ~J:,_1/ '·v·· ·::M:34 .. : \~_--r(.J.ffg. "'. •·, ,;N33· -s. -~ )_;_ /. ,_.,, , ... : :.. "., .:'i3race·:: · Sinale.Ahctie-.:.·seam\ '. :A36 :, . _ _.._ tvolcaL· · 7 M37 N34 N18 Brace Sinale Anale Beam A36 Tvoical · ·s.; ,_-;;'Msa1::'·: ·,. .. 'Nfg::•. '. ·. Ntt?:: :· :·~:;:::.... ,.,,,"· ,. . .. /. Beani2· ~)-Wide·:.i=lanae ;.seam= ·As72Gr9ct: •. :•,/tvnlcal:, · 9 M59 N17 N15 Beam 2 Wide Flanae Beam A572Grad... Tvnical : .1·0· : _-··.:orv16s:·-.... · :-<N-·32°;-;:-. _ .. :· 1\J3·3, ;•. t_. -';.;:,: ;.,::: .; , J,ssc:3x3x4.·, .. :· : :tuoeL.·.:.-. ·.seam .. :Asoo· .,4a :. -'Tvol'6a1: · 11 M69 N33 N34 HSS3X3X4 Tube Beam ASOO 46 Tvoical Joint Boundary Conditions Joint Label X fk/inl Y fk/inl z fk/inl X Rot.rk-ft/radl Y Rot.rk-ft/radl Z Rot.rk-ft/radl 1 N20 Reaction Reaction Reaction . Reaction• .. · .' · ·. Readiori-'. 3 N16 Reaction Reaction Reaction ·. Fixea:. ·. · "' "· _c;..,_· 5 N17 Fixed Fixed ·.i=lx:ed -·. -' :i=ixe,r :•:-'-,.,._ -/,', ·. 7 .N32 Fixed ,:.-.. ,.:; '•., r '., ', ~, -· ·r >·· --i=,xea ·.: .Basic.Load .. Cas.es . . BLC Descriotion Cateaorv X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area /Me ... Surface /. .. 1 DEAD None -1 3 ,, .. 2.: .. ;~· . , .. , -LIVE: None·,.,. .3 3 EQ None 3 2 Load Combinations Descriotion Solve PDelta SRSS BLC i=actor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+L Yes 1 1 2 1 I ·. 2. :-: O+L+E/1A· Yes· .. ·/:·- 3 .68D+E/1.4 Yes 1 .68 3 1 I RISA-3D Version 5.0c [C:\RISA\Nemko 2.r3d] Page 1 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Load Combinations (Continued) Nemko Nov 22, 2010 11:11 AM Checked By: __ Descriotion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 5 .67D+/-3.5E Y 1 .67 3 3.5 7 .44D+2.45E Y 1 .44 3 2.45 9 d 1 1 " -, . '' 1'. ' 11 ea 3 1 Member Distributed Loads (BLC 3 : EQ) Member Label Direction End Ma nitude kif ... Start Location ft % End Location ft % Member Point Loads (BLC 3 : EQ) Member Label Direction Maanitudefk k-ftl Locationfft %1 1 ------M12------------~-------------· --.4-· ------------· ----12-·---------- 3 M14 Z -.4 12 Envelope Member Section Forces Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 1 M12 1 max 13.546 1 0 . 1 O 1 0 1 0 1 O 1 3 2 max 13.637 1 0 1 0 1 0 1 0 1 1 .2 2 5 3 max 13.839 1 0 1 0 1 0 1 0 1 2.4 2 7 4 max 13.93 1 .2 2 0 2 0 1 0 1 1.2 2 9 5 max 14.02 1 .2 2 0 2 0 1 0 1 0 1 11 M13 1 max 17.048 2 0 1 0 3 0 1 0 1 0 1 : ·t2 · · · min 1.sfz:.' -·3: .... -..:2,:-: · · : i; .·, , tV: · 1.: · · · ·d-.. , _:· , 1..-, , ,. ·o·\-:. · : .1.:.". -.· o . 1 13 2 max 17.139 2 0 1 0 3 0 1 .002 3 1.2 2 15 3 max 17.585 2 0 1 0 1 0 1 .003 3 2.4 2 17 4 max 17.675 2 .2 2 0 1 0 1 .002 3 1.2 2 _ 19 5 max 17.766 2 .2 2 O 1 0 1 o 1 0 1 21 M14 1 max 17.61 2 O 1 .001 . 3 o 1 O 1 0 1 23 2 max 17.7 2 0 1 .001 3 0 1 .006 3 1.2 2 25 3 max 21.102 2 0 1 0 1 0 1 .013 3 2.4 2 27 4 max 21.193 2 .2 2 o 1 0 1 .006 3 1.2 2 29 5 max 21.283 2 .2 2 0 1 0 1 o 1 o 1 31 M30 1 max -.006 1 .03 2 0 1 0 1 O 1 0 1 RISA-3D Version 5.0c [C:\RISA\Nemko 2.r3d] Page2 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Nov 22, 2010 11:11 AM Checked By: __ Member Sec Axialrkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 33 2 max .007 1 .015 2 0 1 O 1 .043 2 -.066 3 35 3 max .019 1 O 1 o 1 o 1 .057 2 -.088 3 37 4 max .031 1 -.01 3 o 1 o 1 .043 2 -.066 3 39 5 max .043 1 -.02 3 O 1 o 1 o 1 o 1 41 M33 1 max -.017 1 .03 2 O 1 0. 1 0 1 0 1 43 2 max -.005 1 .015 2 O 1 o 1 .043 2 -.066 3 45 3 max .007 1 O 1 o 1 o 1 .057 2 -.088 3 47 4 max .019 1 -.01 3 0 1 O 1 .043 2 -.066 3 49 5 max .032 1 -.02 3 O 1 O 1 0 1 O 1 51 M34 1 max -.043 1 .03 2 0 1 O 1 O 1 O 1 53 2 max -.031 1 .015 2 0 1 O 1 .043 2 -.066 3 55 3 max -.019 1 O 1 O 1 0 1 .057 2 -.088 3 57 4 max -·.oor 1 -.01 3 o 1 o 1 .043 2 -.066 3 59 5 max .005 1 -.02 3 0 1 0 1 0 1 O 1 61 M37 1 max -.032 1 .03 1 0 1 0 1 0 1 0 1 63 2 max -.019 1 .015 1 0 1 0 1 .043 1 -.066 3 ;'·6'4.· .: : . ..:,. :: · ·: : .. ,., :min< -::t5':1t)f: ).2 ·• : .. at · · 3. ·.• · '.cf ... 'c. , f:,·: ;~:·ff: .... .-' .t::': · · .. 029. · ·,3 .. · :;:097: . ': L 65 3 max -.007 1 O 1 0 1 0 1 .057 1 -.088 3 67 4 max .005 1 -.01 3 0 1 0 1 .043 1 -.066 3 69 5 max .017 1 -.02 3 0 1 0 1 0 1 0 1 :o/b·::, ., min,· .. ..:s.0T-:.3·:, ;;:03' ·2. :··.,a.• t ·o:, · .. r ''':::o.''' · ,:·1 ';'': o::·.-··,:11'· 71 M58 1 max 4.948 2 .096 1 0 1 0 1 0 1 O 1 73 2 max 3.812 2 .048 1 0 1 0 1 0 1 -.181 3 75 3 max 2.677 2 0 1 O 1 0 1 0 1 -.242 3 79 5 max .405 2 -.066 3 0 1 0 1 0 1 O 1 81 M59 1 max 4.544 2 .096 1 O 1 O 1 O 1 o 1 83 2 max 3.408 2 .048 1 0 1 O 1 O 1 -.181 3 85 3 max 2.272 2 O 1 O 1 O 1 O 1 -.242 3 87 4 max 1.136 2 -.033 3 O 1 O 1 O 1 -.181 3 RISA-3D Version 5.0c [C:\RISA\Nemko 2.r3d] Page3 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Nov 22, 2010 11:11AM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 89 5 max O 2 -.066 3 0 1 0 1 0 1 0 1 91 M68 1 max 4.142 3 .061 1 0 1 0 1 0 1 0 1 93 2 max 4.142 3 .031 1 0 1 0 1 0 1 -.115 3 .. 94f '.·.·. --·-. : ·,;· , ... -· -rriin'': :-.::a+s: ::· · > .f ·'.c·· __ ·:021-;.··_ '•; ':tf · --:0 ·_ ·: • :-1 :; ----• a·,. :';' ·! -1:, __ ; ,· b· ; 1 · · ':. -.;1.69 · '· .. ,· 1 · 95 3 max 4.142 3 0 1 0 1 0 1 0 1 -.153 3 97 4 max 4.142 3 -.021 3 0 1 0 1 0 1 -.115 3 99 5 max 4.142 3 -.042 3 0 1 0 1 0 1 0 1 101 M69 1 max 3.946 2 .061 1 0 1 0 1 o 1 o 1 1.oi·· .. __ .min : _ .ot'.J6--'<'"t :; : ; · .b42?: : 3 · :_, :o.·-;::: -; ·1-_::· ·. _..-:o.-·: : · · .-1--· :---o-:· ·_;: -: 1 ·o' '. · ·-t 103 2 max 3.946 2 .031 1 0 1 0 1 0 1 -.115 3 105 3 max 3.946 2 O 1 O 1 O 1 o 1 -.153 3 107 4 max 3.946 2 -.021 3 0 1 0 1 o 1 -.115 3 109 5 max 3.946 2 -.642 3 0 1 0 1 0 1 O 1 Envelope Member Section Deflections Member Sec x rinl le v rinl le z finl le x Rotate fr... le (n) Uv Ratio le n) Liz Ratio le 1 M12 1 max .031 1 0 1 .154 2 0 1 NC 1 NC 2 3 2 max .023 1 .099 2 .12 2 O 1 2908.483 2 NC 2 5 3 max .016 1 .144 2 .083 2 0 1 1994.27 2 NC 2 7 4 max .008 1 .099 2 .043 2 o 1 2908.483 2 NC 2 9 5 max O 1 0 1 0 1 0 1 NC 1 NC 1 11 M13 1 max .039 2 0 1 .15 2 0 1 NC 1 1914.004 2 13 2 max .029 2 .099 2 .111 2 O 1 2908.483 2 2594.415 2 15 3 max .02 2 .144 2 .073 2 O 1 1994.27 2 3969.606 2 17 4 max .01 2 .099 2 .036 2 O 1 2908.483 2 8050.832 2 t9 ___ .5 max__ .0 __ t __ 0 ___ 1 _ 0. 1. __ 0 .1. _ NC__ 1 NC ___ 1 .:to . __ .. . . 'niin· :-,°0/ .. :' ; f ,i;· ._·o .-. . ; f ;_, :·o -'-1 = . ·-o X . -N·c . 1 ._:-Ne 1 21 M14 1 max .043 2 0 1 .146 2 0 1 NC 1 1969.694 2 23 2 max .034 2 .099 2 .102 2 0 1 2908.483 2 2810.313 2 24 -_, ,·: · ·mrn ·. '.;j)'.1-3---,·:-·3--\ >o ,, -_. /1 '.01-9:: ·' 1, ,.-· Q". ---:' '.1-<-.-,NC ': : 1 NC ·-: , 1· 25 3 max .024 2 .144 · 2 .063 2 0 1 1994.27 2 4596.25 2 27 4 max .012 2 .099 2 .029 2 0 1 2908.483 2 9805.299 2 .28 min :·My:_;'_. -3,-· -~o\: ... 1 · .006: : 1 · o,. ;_1 --'-Ne: 1 -Ne·-·. 1- 29 5 max O 1 0 1 0 1 0 1 NC 1 NC 1 -3ir .. : -': :-i· .-·'=--i::. : 'min-.:·:c·o::-,1 ::-... f:--· ·.··o.::·-,,.·,1· ... :>_:·-0 -1 . o 1:, Ne 1-No .. ·: 1. 31 M30 1 max O 1 -.04 1 0 1 0 1 NC 1 NC 1 RISA-3O Version 5.0c [C:\RISA\Nemko 2.r3d] Page4 Gompany Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Nov 22, 2010 11 :11 AM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate fr... le 1n) L/v Ratio le (n) Liz Ratio le ::32, · .. , .. _c: .. · •. , .. .,. .: ·:·:,:.·,.mii"l ··_:\-·.092:.:· ·3·_ .:·;'.-,,125,'" I ·2: ·',t d. :·.; :.·.'1 .. :··. ·o. ' ; 1· :-NC:'.-· J2··. :.: NC: 1 33 2 max O 1 -.227 3 .036 2 O 1 1611.289 3 NC 2 -:.34':'·::r ::·:··· · .. _:._..,, ·.· .. ,.,min. ;.'-.os3 t, . .::L· .:<311 ·:. 2 .. ·· tr· ·: 1. :>>--o·. · . t<to95:i:i1o/. .2°0 ·: :Ne-"· ·.·1 35 3 max O 1 -.272 3 .072 2 0 1 1148.044 3 NC 2 0 36 ; i· .:.; ,., , .. : ... : .-.. ; , ;. -min,. <trt5. \ .... s '· --:ss6'.-. 2 · :_~ .: .. o.,. ·. · r , :·.: o:,· ·: 1:·.-:-1ao.e1·· · .2·, : ,.: Ne:;.·:; ::1 37 4 max O 1 -.202 3 .108 2 0 1 1611.289 3 NC 2 ,·:33;' .. .' -<. ... ·min. ---ib66 : 2· · ?.,..286.'.i .. 2. -.: ·· '<:i .. ·c0.: ·: 1' -.: -\:o·' ::>:' .f 1095:677 2'<. · Ne·. 0 1' 39 5 max O 1 -.02 1 .144 2 0 1 NC 1 NC 2 40:-,.-.:,',:::;.,.<, ''" ·. mk1 ·:.~:051: :;, 2.'· ::,-.061' '-'· . .2: ·.:'::/(j.'·:, .' '.f , .. :.a:'-· ·.;;-1·, .. :. ·}JC·-.\ ~;(: .: ·,NCi : :.1. 41 M33 1 max O 1 -.02 1 .144 2 O 1 NC 1 1580.026 2 · 42 .. , ' 3 :. : ·miti . .:.,044,··:· · $°': 'f061· ··.: 2· , · : __ O' 0:-· .,· 1" , · '· ·o: .· >f-,··,. ·N<>.<, {·2; ·:=,.:KJo:--·i: 1::t. 43 2 max O 1 -.177 3 .108 2 O 1 1611.289 3 2106.702 2 ,44; · ,, ···mfr1: ··:.:.033'\h·:3·. _'.\:2sf<~2-·'··:·····a.::. · -1:,. '.!:··.o.:-.··.··t··:':toQs:677 2-.<, No:-.t.::.:,1.: 45 3 max O 1 -.223 3 .072 2 O 1 1148.044 3 3160.053 2 .:-:4t:r :--.:·.· 1~. -· :· .. ·'mirf ,, .:--;.022·"/: :·;3.;· -:~~:a23 · ··: ·;~~t : .. _:·:·:/. ·:o:· r· _,··:·· ... f: .. _; ·:·:._g,,.-=\· :;· t.,,·.·?,:tBo .. '"67 .· :.-2-~ _:,._\.,NC-: .. :-. (:1.:. -. 47 4 max O 1 -.154 3 .036 3 o 1 1611.289 3 6320.105 3 . '4~f'·._:. ,., · ~: .: ... , ... :-· 'min ·-;bf1·~:.-<3· _;_i-.224:. '.2: ' ... :..· ·O·,,L · ·:·+ ·.-o .. .>, ; f: ,1095.'677 -2'~. :· NG.:.;. 1 49 5 max O 1 0 1 0 1 0 1 NC 1 NC 1 . 50 · ,··': ·'.< .· '1 ,c<·. ,_ .. ·" min'.: :.' ·--tf:,, ,>,.!: 1:._;_.:· '0;:. · . .-1 .. : -.:. o >. ·.: ·.·:f. o:i_ · .. , .. 1/ i::, NC .:'i -: .. 1: ): 'NC.:c .-: l. 51 M34 1 max O 1 -.04 1 0 1 0 1 NC 1 NC 1 ,:::52·: , . : .. min ., :.,.Ms::_.-,:2:·. · -.-~~1:W· '. ::.2·:· ... ·.·,·.:o.:,~-,·:-<· 1 _: .''-:i ... (L: .. '\ i.;:·f. :·: .. ;Ne;;;-\.::. 2: :.:. NC. : ·If. 53 2 max O 1 -.228 3 .036 2 o 1 1611.289 3 NC 2 5~1:" ·· .'',.· · , , .. · .\ min::-·',: ... io:z:s:;.':.-:.2:\·1::;~~na.: · ,2· : ... o; :: :i ::1:.:.:,>..:o ,.:., f·.,-to95;·57:z :,2.· ·_,··Nc: .. /:.'.1 55 3 max O 1 -.272 3 .072 2 O 1 1148.044 3 NC 2 ·:·56/ ·.' . ,~;.: ·0 ·:·C:: · :s. ,. ,.; ;, ,;.'.miri , -;065-... ,:-:r2 . , ::-.38Ei::'., , '2.:: ::;,).i:{J f :· '..L. · .::, 6>-i.-: '· . t :''780-i67' · \2.. , NG.:·, :t:' 57 4 max O 1 -.202 3 .108 2 o 1 1611 .289 3 NC 2 -•ss:,.;_._ :: ... min-~ .. :os4:,L. 3·: :.,:2M·.::: .. :2. :.: .. ··b:·· ~::r:.-.. ::o·<. ·,-1 10es:6tt :::r .. ·,,-.'Nc::,·:.,1'. 59 5 max O 1 -.02 1 .144 2 0 1 NC 1 NC 2 ::60 min·;;:.,,:04'4,-~,::3·. :; .. ;J)6't -·~ 2.·:_ .. :: o.' .-·3·:_,::-·o. · 1'·_:'-'Nc·:...:.:_2:;;;:-;.·.Nc>,<·:t- 61 M37 1 max O 1 -.02 1 .144 2 1.156e-3 2 NC 1 1580.026 2 :: 62. ·. ;,,:·;·: ._,, .. '. · ... ~.· ... •mri:i::. ·.{634.-··. :-.. :2.'.· ').058 ·.: : 2 .. ·. :: _::o.::-~ ·::.' f·:: -.;··:o· ·:: ,· ':f .. '.'. ,N·c·· y. -'2'.· .,· ... Nd\;", ''.1' ·. 63 2 max O 1 -.175 3 .108 2 1.156e-3 2 1611.289 3 2106.702 2 ; 64 ·: .··, .. 1, ;:,> .m'in:-· .. : -~~02s 0:.c2::: _ .. _;2s2 , : ·2'· r: .. ·n;:,\ ,,._ ·1' ''::: .. o ·<//.·1 ··toes;61.7 .2. ·1:s::Nc::-:· :.:f: 65 3 max O 1 -.221 3 .072 2 1.156e-3 2 1148.044 3 3160.053 2 ;; .66·-'.~ ··: .. ; .·· min· :--:.Oft·'. ,2·· -:~;3i2'f :. 2·'.·:t: ct·':·· "1 1:1··~-: o·,:··<:··t :·:i7:8(jJft: :··2··.,·,j::N0. · .. •.t~ 67 4 max O 1 -.153 3 .036 3 1.156e-3 2 1611.289 3 6320.105 3 68. 'rrffn,' i.':~:oo·a>",:;·z;-' ·: ·-'.223. Z:o'. 0 • _,·o. :, ··.· J. · .0: · ,.:.: "f: ·1095':6'tt _,z; ~·NC : < 1'.: 69 5 max O 1 0 1 0 1 1.156e-3 2 NC 1 NC 1 '.::70' .. •<":"'.'. . : ''niin.· :·-cL-:' ,,:l·. · O: . '.1'· :-,(, ,(Y}. :·, ·1. 0'" .; :{ '.:'.Ne:'·, 1· <~NC-,, .1! ;- 71 M58 1 max -.025 1 -.023 3 0 1 0 1 NC 3 NC 1 :ff:··,. · : < :mln··:-·,.,:·1'46•':·.::·:2\; :.·-:043 ·.2> .·:::o-:f.· .. >t<-: -t.49e-3 ,:2··.:, .. NCt::..: 2. NO . t: 73 2 max -.025 1 -.027 3 O 1 0 1 NC 3 NC 1 . 74 · .. ·:<\, ::· ,,_. . : .min >>,~147· :'-.-2--., ,>051. : -.:2, :._.:.-... o::;;,.i.,. ,•}. -1.49e,.3< 2 u NE>,, .·. 2, ': .:.Ncr ,. ,1\ 75 3 max -.025 1 -.029 3 0 1 O 1 NC 3 NC 1 ;·t6: ·. · , : .. ,. ·"-· \ ; .,: ·,<min:.,._; 14B". .. : ,~2. · ; .. :·---.os~f ·. , .. 2 ... :. .,o :>:: :1: , · -1 A9e~3:. : i :·: , .Ne.=: .. 2 .. : .Ne .... : f · 77-· -· · ···· -4-·-rrra1c·--=:02s-·--·1-· ---:025-----3-· -o-----1 ··--o---· r---Ne·· ---3--Ne--··1 · '78-· ,,<,.,,'.::-'.miri::<-;149,; .. :.z,-:·-;049: .. ;:2.:_·_,. 0;'..:,.:1. .,.1.49e~3:2 ... ·Ne··: .2. NC 1. 79 5 max -.025 1 -.018 . 3 O 1 0 1 NC 3 NC 1 ·.80.".: ;• mifi:,:,,,,.15.·,,.,1,"2 .. ,;,.039,:,2: O·.,) ·1 -=1.49e~3·' 2 <NC. :2 Ne·_·: 1:· 81 M59 1 max -.025 1 -.018 3 0 1 0 1 NC 3 NC 1 : 82·· .: :'.. ·> -rtiln. ·: .. -.1.5. · .. 2: .... -;039: 2 : ... ·, 0.·· 1 b· _, i .·NC · · 2 NC 1 83 2 max -.025 1 -.021 3 0 1 O 1 NC 3 NC 1 , 84 .. :' .. :,, .. '·. inin .: ·-A.51 .·> :t ·-:045.·.>2 · ·: .. o·· .. f-o: 1 . NC 2-NC . 1' 85 3 max · -.025 1 -.02 3 O 1 O 1 NC 3 NC 1 ·a6. :.tnih .. :,·~.152:~::'2:_:"-.'04s. ·2 o·:: 1 o·· ··i N<> 2 ·:Ne .:r 87 4 max -.025 1 -.015 3 O 1 O 1 NC 3 NC 1 88. min : .. .:,153: .. 2· :..d4·.·· ·:-f· .. ·:.·"o'.: -1 · ·.· o. 1 ·.Ne·.· ·1 NC 1·· ===================================;: RISA-3D Version 5.0c [C:\RISA\Nemko 2.r3d] Page 5 Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Nov 22, 2010 11 :11 AM Checked By: __ · Member Sec x finl le v finl le z finl le x Rotate fr... le In) Uv Ratio le 1n) Liz Ratio le 89 5 max -.025 1 -.006 3 0 1 0 1 NC 3 NC 1 91 M68 1 max .083 2 -.001 3 O 1 O 1 NC 3 NC 1 93 2 max .08 2 -.052 3 0 1 0 1 3619.325 3 NC 1 95 3 max .078 2 -.074 3 0 1 0 1 2578.769 3 NC 1 97 4 max .075 2 -.056 3 0 1 0 1 3619.325 3 NC 1 99 5 max .073 2 -.009 3 O 1 0 1 NC 3 NC 1 101 M69 1 max .073 2 -.009 3 O 1 0 1 NC 3 NC 1 103 2 max .07 2 -.059 3 0 1 0 1 3619.325 3 NC 1 105 · 3 max .068 2 -.08 3 O 1 O 1 2578.769 3 NC 1 107 4 max .065 2 -.061 3 0 1 0 1 3619.325 3 NC 1 109 5 max .063 2 -.013 3 0 1 0 1 NC 3 NC 1 Joint Loads and Enforced Displacements (BLC 1: DEAD) Joint Label L D M Direction Maanitudefk k-ft in rad k*s"2/ftl 1 N15 I L y -6.3 . · .. ,:6'.3" 3 N19 I L y -6.3 Joint Loads and Enforced Displacements /BLC 2 : LIVE) Joint Label LDM Direction Maanitudefk k-ft in rad k*s"2/ftl 1 N15 y 3 N19 L y Envelope Joint Reactions Joint X fkl le Y fkl le Z fkl le MX fk-ftl le 1 N20 max .001 3 21.283 2 .2 2 0 1 3 N18 max -.006 1 14.593 2 .2 2 0 1 . 5 _ ___ Nj-6_ .max _ .0.0.6 _ j 1.4.0_64 _ __1 .2 2 0. 1 .. -o.: .... ,t· --O . _ .. 1,. 7 Totals: max 0 1 42.376 2 .6 2 ; CL _._ t-::. " Envelope ASD Steel Code Checks MY fk-ftl 0 o-··· - 0 .6 0 .o -7.15 -7.15 le 1 1 MZ fk-ftl le 0 1 <D __ ., 1 0 1 ---.. 6 --_ :_t. 0 1 . :' .o -.1 Member Shane Code Check Locfftl le Shear ... Locfftl Dir le Fa fksil Ft fksil Fb v-v r. .. Fb z-z f...Cb Cmv Cmz ASD E ... 1 M12 W8X15 .613 12 2 .004 0 V 2 7.356 39.9 49.875 8.642 1 .6 .6 H1-1 -2 : .. :• M1.3'.. W8Xt5 .. ,._ .138· .. , ··. .t2-·-2 · ;004: ·. O· v.· 2 1.356. · 39.9 49.875' 8.642 ·1 .6 .6: · H1-1. · 3 M14 W8X15 .856 12 2 .004 0 V 2 7.356 39.9 49.875 8.642 1 .6 .6 H1-1 4 !·· M3b, L3X2X4 -.157"-,', .. :•, \1·"0:-.:. ·2-· .003' , 0 ·. V 1 ··-.722 · 28.728· •.Co_cfe, .. • -. H2-1 .. RISA-3D Version 5.0c [C:\RISA\Nemko 2.r3d] Page6 C.ompany Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope ASD Steel Code Checks (Continued) Member Shaoe Code Check Locrft1 le Shear ... Lodft1 Dir 5 M33 L3X2X4 .195 0 2 .003 0 V 6'·. -, M34;:; L3X°2X4 ,. .1a1·: .• -. 0 . :2: .·:.003'.,-.: Q'_, .. . . :,. ~ v· .. ~ : 7 M37 L3X2X4 .150 0 2 .003 0 V ... 8 :M58' :, WsXt-3 '/~ .258 ·--:' '.·, ·-o;.: 2· :-.003·· ·_'· crt-;'if· •. 9 M59 W8X13 .263 0 2 .003 0 V 10 ·. -M68 -,", HS$~X3: .• --,---7:"37:5 ~2; ,·_:602' Jo:··. ·v· -.,·,· :; .. 26·3 -,,.,- 11 M69 HSS3X3 ... .253 7.375 2 .002 0 V RISA-3D Version 5.0c [C:\RISA\Nemko 2.r3d] le Fa rksil Ft rksi1 1 .722 28.728. t .722 :28.728 1 .722 28.728 t' s:oos' '.39_9·· 1 4.507 39.9 1-:o/.849 36'.108 1 7.849 36.708 Nov 22, 2010 11 :11 AM Checked By: __ Fb v-v L .. Fb z-z r. .. Cb Cmv Cmz ASD E ... -Code .. H2-1 -code·.: --: "i,22f .. ,.-.. .. '. -Code .. H2-1 49,'875 t1;sH 1 ; .6 1 ", ·H1-'1: 49.875 11.511 1 .6 1 H1-1 36.°708· 36.708-'1 '.6· : ·1.: '.H1-:1· 36.708 36.708 1 .6 1 H1-1 Page? l> tL ., Horowitz Taylor Kushkaki Dave Maestas N15 16 Nemko N17 N33 18 Jan 25, 2011 at 3:45 PM Nemko 3.r3d Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Hot Rolled Steel Properties Nemko Nov 22, 2010 11:12AM Checked By: __ Label E fksil G fksil Nu Therm /\1E5 Fl Densitvrk/ft"3l Yieldrksil 1 A36 29000 11154 36 . :.2 'As12erades0 · . 5(t·,.: .. 3 A992 29000 11154 .3 .65 .49 50 4 ':,, ::··: :,-3:·.· .. ·:J·,,· .:/ ,65.:;:./·, ·.49· 42· 5 A500 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shane Desian List Tvoe Material Desian Rules A rin21 lw fin41 lzz fin41 J rin41 1 Column W8X15 WF 14 Column A572Grade50 Tvoical 4.44 3.41 48 .14 ,/: .51' ,.:, 3 Brace ' L3X2X4 Single Angle Beam A36 Tvoical 1.19 .392 1.09 .027 ·.· ... :09 .. ··. Member Primary Data Label I Joint J Joint . K Joint Rotate/dea) Section/Shane Desian List Tvoe Material Desian Rules 1 M12 N15 N16 90 Column WF 14 Column A572Grad... Tvoical 3 M30 N17 N32 Brace Sinale Anale Beam A36 Tvoical ··_·4·· .,~_ ':M33; ·:" .~:N33'._·· ": ·N-16 ,t. 5 M59 N17 N15 Beam 2 Wide Flanae Beam A572Grad... Tvoical .. Joint Boundary Conditions Joint Label X rk/inl Y rk/inl Z fk/inl X Rot.rk-ft/radl Y Rot.rk-ft/radl Z Rot.rk-ft/radl 1 N18 Reaction Reaction Reaction . 2: ·~ · t. :.': .. ::N-16.:· \ ·: ,.· ..... '.·.:;'.Reaction->:''. "','.:Reabti6r'L(. L, ::.:.Reactioh;;_::'/,.:·i,: ,. ·· 3 N15 Fixed 5 N32 Basic Load Cases BLC Descriotion Cateaorv X Gravitv Y Gravitv Z Gravitv Joint DEAD LIVE 3 EQ None Load Combinations L • ., ',,:,::,,:·,- Fixed Fixed .... ·, Fixed Point Distributed Area /Me ... Surface <... 1 2 1 ----- Descriotion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+L Yes 1 1 2 1 3 .68D+E/1.4 Yes 1 .68 3 1 5 .67D+/-3.5E y 1 .67 3 3.5 .·Y 7 .44D+2.45E 1 .44 3 2.45 · '8: ,.. 1.12D{:75!-+i:. 'i. 9 d 1 1 ··j(L ·>.·, i ,. • ·~2. ·,,·j c , c 11 ea 3 1 RISA-3D Version 5.0c [C:\RISA\Nemko 3.r3~] Page 1 Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Member Distributed Loads (BLC 1 : DEAD) Member Label Direction 1 M59 y Member Distributed Loads (BLC 2 : LIVE) Member Label Direction 1 M59 y Member Distributed Loads (BLC 3 : EQ) Member Label Direction 1 M59 X Member Point Loads (BLC 3 : EQ) Member Label Direction 1 M12 z .:'2~ :··' ,Z: ...• ::·:_: Envelope Member Section Forces Nov 22, 2010 11:12 AM Checked By: __ End Ma nitude kif ... Start Location ft% End Location ft% -.151 0 100 End Ma nitude kif ... Start Location ft % End Location ft % ~173 0 100 End Ma nitude kif ... Start Location ft% End Location ft% .369 0 100 Ma nitude k k-ft Location ft% -.4 12 ' _::_,,.:_4,: ·,· Member Sec Axialfkl le v Shearfkl le z Shearfkl le Tornuefk-ftl le v-v Momen... le z-z Momen... le 1 M12 1 max 2.078 2 0 1 0 3 0 1 0 1 0 1 3 2 max 2.169 2 0 1 0 3 0 1 0 3 1.2 2 5 3 max 2.345 1 0 1 0 1 0 1 .002 3 2.4 2 7 4 max 2.436 1 .2 2 0 1 0 1 0 3 1.2 2 9 5 max 2.526 1 .2 2 O 1 o 1 O 1 O 1 11 M13 1 max 6.54 2 O 1 O 3 O 1 O 1 O 1 13 2 max 6.63 2 O 1 O 3 O 1 .006 3 1.2 2 15 3 max 11.236 2 O 1 ·o 1 o 1 .011 3 2.4 2 17 4 max 11.327 2 .2 2 0 1 0 1 .006 3 1.2 2 19 5 max 11.417 2 .2 2 O 1 O 1 O · 1 O 1 21 M30 1 max -.024 1 .025 2 · O 1 O 1 O 1 O 1 23 2 max -.012 1 .012 2 O 1 o 1 .032 2 -.05 3 25 3 max O 1 O 1 O 1 O 1 .043 2 -.067 3 27 4 max .012 1 -.008 3 o 1 O· 1 .032 2 -.05 3 29 5 max .024 1 -.017 3 O 1 O 1 O 1 O 1 31 M33 1 max -.024 1 .025 1 O 1 O 1 O 1 0 1 33 2 max -.012 1 .012 1 O 1 O 1 .032 1 -.05 3 . 34 : · _. min .·:.-6,362· · ·· :t. · · <.ooif· ·: 3 · b . -·1· o : if. · ~022. ·: . 3 : : -.07.4-1 35 3 max O 1 0 1 0 1 O 1 .043 1 -.067 3 RISA-3D Version 5.0c [C:\RISA\Nemko 3.r3d] Page2 Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Nov 22, 2010 11:12AM Checked By: __ Member Sec Axialfkl le v Shearrkl le z Shearfkl le Torauerk-ftl le v-v Momen... le z-z Momen... le 37 4 max .012 1 -.008 3 0 1 O 1 .032 1 -.05 3 39 5 max .024 1 -.017 3 0 1 0 1 0 1 0 1 41 M59 1 max 4.55 2 2.078 1 0 1 0 1 0 1 O 1 43 2 m·ax 3.412 2 1.039 1 0 1 0 1 0 1 -1.59 3 45 3 max 2.275 2 0 1 0 1 0 1 0 1 -2.12 3 47 4 max 1.137 2 -.344 3 0 1 0 1 0 1 -1.59 3 49 5 max O 1 -.688 3 0 1 0 1 0 1 0 1 51 M68 1 max 4.549 2 .051 1 0 1 0 1 0 1 0 1 53 2 max 4.549 2 .026 1 0 1 0 1 0 1 -.08 3 55 3 max 4.549 2 0 1 0 1 0 1 0 1 -.107 3 57 4 max 4.549 2 -.017 3 0 1 0 1 0 1 -.08 3 59 5 max 4.549 2 -.035 3 0 1 0 1 0 1 0 1 Envelope Member Section Deflections Member Sec x finl le v finl le z rinl le x Rotate rr... le (n\ Uv Ratio le (n\ Uz Ratio le 1 M12 1 max .005 1 0 1 .153 2 0 1 NC 1 1887.26 2 3 2 max .004 1 .099 2 .113 2 0 1 2908.483 2 2538.054 2 5 3 max .003 1 .144 2 .075 2 0 1 1994.27 2 3846.303 2 7 4 max .001 1 .099 2 .037 2 0 1 2908.483 2 7747.832 2 9 5 max O 1 0 1 0 1 O 1 NC 1 NC 1 11 M13 1 max .02 2 O 1 .15 2 O 1 NC 1 1925.394 2 13 2 max .016 2 .099 2 .106 2 O 1 2908.483 2 2724.908 2 15 3 max .013 2 .144 2 .065 2 o 1 1994.27 2 4407.449 2 17 4 max .006 2 .099 2 .031 2 o 1 2908.483 2 9319.864 2 19 5 max O 1 O 1 O 1 O 1 NC 1 NC 1 21 M30 1 max O 1 -.007 1 0 1 0 1 NC 1 NC 1 : i2 min ·-,093'-. ·· i. ·_· _i:f19:C-· · z · -o ·· f 0-· :., -1: : ·NC'.·· · 2: , .·· Ne. 1 : 23 2 max O 1 -.135 1 .036 2 O 1 1600.887 1 NC 2 25 3 max O 1 -.187 1 .072 2 o 1 1140.632 1 NC 2 26 .· mH, ·. -.674 :·· i · _. i.266' · ·:, 2: ·'. 0. :c · 1 .. o,: .· '1 . 1 f4<f632. i. : ._ NC···-·--1' 27 4 max O 1 -.134 1 .108 2 O 1 1600.887 1 NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 3.r3d] Page3 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Nov 22, 2010 11:12 AM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate rr... le (n) Uv Ratio le fn) Uz Ratio le 29 5 max O 1 -.004 1 .144 2 0 1 NC 1 NC 2 31 M33 1 max O 1 -.004 1 .144 2 O 1 NC 1 1429.683 2 33 2 max o 1 -.127 3 .108 2 O 1 2354.245 3 1906.244 2 35 3 max O 1 -.149 3 .072 2 0 1 1677.4 3 2859.366 2 37 4 max O 1 -.101 3 .036 2 0 1 2354.245 3 5718.731 2 39 5 max O 1 0 1 0 1 0 1 NC 1 NC 1 41 M59 1 max -.005 1 -.005 1 0 1 0 1 NC 1 NC 1 43 2 max -.005 1 -.048 3 O 1 O 1 4110.442 3 NC 1 45 3 max -.005 1 -.057 3 0 1 0 1 2928.69 3 NC 1 47 4 max -.005 1 -.038 3 0 1 0 1 4110.442 3 NC 1 :·4s· ... ,;, '.:-.::-.. ·" · /, .. ;tniri';::,i.;fs2·,,:; '.·2 ,:,:.:.r114: ,.;'. 2/.:, :::·,o::·:·.&.;j;,,_·;,<· ... · .. 6 .. :, .. \ ,;,:{.::i36b.;s11·::,2:·.: ·:.Ne·-'_.; ::.·1,·. 49 5 max -.005 1 .003 3 O 1 O 1 NC 3 NC 1 51 M68 1 max .075 2 .004 3 O 1 0 1 NC . 3 NC 1 53 2 max .072 2 -.024 3 O 1 O 1 6196.043 3 NC 1 55 3 max .07 2 -.037 3 O 1 O 1 4414.681 3 NC 1 .56 .. : .::.·min> .. 003:.i:1··":;.':d55, _:2· 'i.,144 2',.:. -0'· ·1 3001:.983::z.::NC:f· 2· 57 4 max .068 2 -.031 3 O 1 O 1 6196.043 3 NC 1 59 5 max .065 2 -.003 1 O 1 O 1 NC 1 NC 1 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k*s"2/ft No Data to Print ... Envelope Joint Reactions Joint X rkl le Y rkl le Z rkl le MX rk-ftl le MY rk-ftl le MZ rk-ftl le 1 N18 max O 3 11.417 2 .2 2 O 1 O 1 0 1 .1 : O . · · .1 '. 3 N16 max O 1 2.561 1 .2 2 O 1 o 1 0 1 1. o-1 5 Totals: max o 1 5.123 2 .4 2 Envelope ASD Steel Code Checks Member Shaoe Code Check Locrftl le Shear ... Locrftl Dir le Fa rksil Ft rksil Fb v-v r ... Fb z-z r ... Cb Cmv Cmz ASD E ... 1 M12 W8X15 .295 12 2 .004 0 V 2 7.356 39.9 49.875 8.642 1 .6 .6 H1-2 ·.2 '" tvl1.3."' W8X15 .533 ,. 12· -2'. .·,0·04·: '"'o.: 2 ·7;355':· ·39_9·· 4g·_s7s 8:642 1 ·.6• _. ,6' · H1-1 .. , V 3 M30 L3X2X4 .186 0 2 .003 0 V 1 .882 28.728 -Code .. H2-1 '4, .'. M33·. l3X2X4 " , "., .186· 0 .2 ,::0·03-·.·o.: v 1 .'.882 28.:728 c cbde·:., .. H2-1 5 M59 W8X13 .749 6.165 1 .057 0 V 1 4.849 30 37.5 10.354 1 .6 1 H1-3 RISA-3D Version 5.0c [C:\RISA\Nemko 3.r3d] Page4 Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope ASD Steel Code Checks (Continued) Nov 22, 2010 11:12 AM Checked By: __ ===================================,;-g RISA-3D Version 5.0c [C:\RISA\Nemko 3.r3d] Page 5 <( 0 I.{) 2 Horowitz Taylor Kushkaki Dave Maestas co co 2 I.{) 00 2 0 0) 2 0) 00 2 M17 M16 M15 M62 N 0) 2 Nemko co 0) 2 0 co 2 Jan 26, 2011 at 1 :37 PM Nemko 4.r3d Gompany Horowitz Taylor Kushkaki Designer . Dave Maestas Job Number: Nemko Hot Rolled Steel Properties Label E fksil G fksil Nu Therm /\ 1 E5 F\ 1 A36 29000 11154 .3 .65 ' 2 · · '/-X572Grade5d : '."' 29006· .::11'.154 ', :3., ' ;65 .. : ,· '' 3 A992 29000 11154 .3 .65 ,.,4.,, ,. A500 42. . . ., 29000 1.1·154. · ' .3-; -.65. .. ' . . 5 A500 46 29000 11154 .3 .65 Hot Rolled Steel Section Sets Label Shane Desinn List Tvne Material Desian Rules 1 Column W8X15 WF14 Column A572Grade50 Tvoical '·2 -. · ;_ ·: seam :. ·. '.W1:ax3s\ :W:[cleJ!arig~· ._::·:Beam:,.·: A,Q12G.rad€l50 .: ' .i::voicar:: '.t_ ' 3 Brace L3X2X4 Single Angle Beam A36 Tvoical 4 , : .. E3e'arn 2.-::: W8X1-3. . ·wldEl.f=laij'ge: . ::i:leam: :: A$72G·ratje5Q :Tvoical: ,: ,. 5 Brace 2 TU3X3X4 Tube Beam A500 46 Tvoical ·• .. 6:: _: Beam .. :3". ·.:· WsXfb· •· W.ide r=1~rit;:fe: .··seam:.: A!:$72Grijd~°qQ ... :.Tvo1cat. · .. Member Primary Data Densitvrk/ft"31 .49 _49·:, - .49 . . A9 .49 Afin21 lwfin41 4.44 3.41 Jan 26, 2011 1:42 PM Checked By: __ Yieldfksil 36 .. ·50 : 50 42: 46 lzz fin41 J fin41 48 .14 .10.:r .• ::, .-:1/f.3 ,: ... _ ';, 510' -. ,'--, .51 '' .. 1.19 .392 1.09 .027 3·;s4:'·_:_ ') ', 2;73> ,,,-39.6' .09. 2.59 3.16 3.16 5.35 2:96' , : ':, 2.09:, 30.8 .b4., Label I Joint J Joint K Joint Rotateldea\ Section/Shane Desian List Tvne Material Desian Rules 1 M1 N1 N2 90 Column WF 14 Column A572Grad... Tvoical 3 M4 N5 N6 90 Column WF 14 Column A572Grad... Tvoical 5 M9 N9 N10 90 Column WF 14 Column A572Grad... Tvoical 7 M11 N13 N14 90 Column WF 14 Column A572Grad... Tvoical 9 M13 N17 N18 90 Column WF 14 Column A572Grad... Tvoical 11 M15 N15 N9 Beam Wide Flanae Beam A572Grad... Tvoical 13 M17 N19 N13 Beam Wide Flanae Beam A572Grad... Tvoical 15 M19 N23 N24 Column · WF 14 Column A572Grad... TvoiGal 17 M21 N27 N28 Column WF 14 Column A572Grad... Tvoical 19 M23 N30 N10 Brace Sinale Anale Beam A36 Tvoical 21 M25 N29 N12 Brace Sinale Anale Beam A36 Tvoical 22 .. ~::,:M26 ::-,N13.' '.Nso.-:-. _ . · __ .:Brace·.· Sinale.Anale Beam· · A36 .. · .t,mical 23 M27 N30 N14 Brace Sinale Anale Beam A36 Tvoical '24<.-_.:M2s· , .N11 .. ·-'N31 .·' . ·srabe· · Sinale:iAhale.Beam,·· ·•A36,,:, .. r,,nlcal-- 25 M29 N31 ·N12 Brace. STnale Anale "Beam-.. A3-6 Tvbicar ' 25 ·: .,. M30 C ·· • , ,: N17 '·, N32. Brace · . Siriale Aria le . Beam .. A36 · . Tvo/cai 27 M31 N32 N18 Brace Sinale Anale Beam A36 T"nical · .28 ... · .'M32. N1s: .. : .: N33.·. : Brace Sin'aleAriale Beam. A36" Tvoical 29 M33 N33 N16 Brace Sinale Anale Beam A36 Tvoical 30· ,' :.".M34·' :N19 'N33: 1 Brace SinaleAnaie Beam· ·A35·... Tvofoal 31 M35 N33 N20 Brace Sinale Anale Beam A36 Tvoical 32 .:'·-M3if . N17 ·, N34 .. Brace Siribfe Ariale s·eani A35: . ·tvo'ical 33 M37 N34 N18 Brace Sinale Anale Beam A36 Tvoical : 34·. · : · M38 N2 .· . :_ N36: Brace Siriale Anale Beam A36. -: t"riical 35 M39 N36 N1 Brace Sinale Anale Beam A36 Tvoical 36 . M40 ,::._. N21 • N35 · . Brace Sinale Anaie Beam · A36 · · Tvoical, RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 1 C'Ompany Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Member Primary Data (Continued) Nemko Jan 26, 2011 1:42 PM Checked By: __ Label I Joint J Joint K Joint Rotate(dea) Section/Shaoe Desion List Tvoe Material Desian Rules 37 M41 N35 N22 Brace Sinale Anale Beam A36 Tvoical 39 M43 N38 N24 Brace Sinale Anale Beam A36 Tvoical 40-.-,. [Vi44 .. <. >< N6; .. t,-j37,.:,:. :, ·.. Brace . SinaleAnale:' Beam ·-A36. ·tvoical 41 M45 N37 N5 Brace Sinale Anale Beam A36 Tvoical 43 M47 N40 N4 Brace Sinale Anale Beam A36 Tvoical , 44 .· . M48 ~-N25 N3ff. \ ·::· _· . ',C. _, Brace' . ··.Sin.ale Anc:iie . Beam · · • A36-._·, Tvnical 45 M49 N39 N26 Brace Sinale Anale Beam A36 Tvoical 47 M51 N41 NB Brace Sinale Anale Beam A36 Tvoical 49 M53 N42 N28 Brace Sinale Anale Beam A36 Tvoical .. 51 M51A N9 N11 Beam 2 Wide Flanae Beam A572Grad... Tvoical .52;,i-: M52,A·,: .: ... -N11-· .. :· Nt3: ·;_; .. · .:,;. . ... , ., .· Bei,frrf 2-. Wide.Flanae: 13.eam .A572Grag.,:· Tvo1cal· 53 M53A N13 N3 Beam 2 Wide Flanae Beam A572Grad... Tvoical . 54 ... : (M54 .· : : · N3,, . ' : · .N25 ' '.;: ·'.:-~--. . Beam 2'' Wide·Fiariae · :s'eam "A572<3racL.'. : ·l'vnica[! • 55 M55 N25 N27 Beam 2 Wide Flanae Beam A572Grad... T"nical 57 M57 N7 N19 Beam 2 Wide Flanae Beam A572Grad... T"nical 59 M59 N17 N15 Beam 2 Wide Flanae Beam A572Grad... T"nical 61 M61 N6 N23 Beam 2 Wide Flanae Beam A572Grad... T"nical 63 M63 N21 N2 Beam 2 Wide Flanae Beam A572Grad... Tvoical 65 M69 N33 N34 Brace 2 Tube Beam A500 46 Tvoical 67 M71 N30 N31 Brace 2 Tube Beam A500 46 Tvoical 69 M73 N40 N39 Brace 2 Tube Beam A500 46 Tvoical 71 M75 N38 N37 Brace 2 Tube Beam A500 46 Tvoical 73 M73A N49 N50 Beam 3 Wide Flanae Beam A572Grad... T"nical 75 M75A N51 N52 Beam 3 Wide Flanae Beam A572Grad... T"nical 77 M77 N44 N45 Beam 3 Wide Flanae Beam A572Grad... Tvoical .78 :.-M78i > ·_, · N4s.:. · N46:"i-.. :• · .. , ,_... .-:· .~Beam 3 Wide Flanrn§,-Beam.'-A572Grad". J\inlcal: 79 M79 N46 N47 Beam 3 Wide Flanae Beam A572Grad... Tvoical 81 M81 N21 N9 LL3X2X4X0 Tube Beam A36 Tvoical 83 M83 N13 N25 LL3X2X4X0 Tube Beam A36 Tvoical 84 ; 'c, rvi84 N65 : ' N66 ./ Beam 3 ', : Wide Flanae ' Beam A572Gn:td .... Tvokal . 85 M85 N66 N67 Beam 3 Wide Flanae Beam A572Grad... Tvoical · 86 · ·· · · M86 · 'N67 . · N.613.' :1. . . Bea'rn 3 VVide Flanae ' BearrF A572Grad, .. · Tvbical · 87 M87 N68 N69 Beam 3 Wide Flanae Beam A572Grad... Tvoical . 88. M88 N7d · N7i' ·: . Beam 3 . Wide Flanae Beam A572Grad... . T\/hicai · 89 M89 N71 N72A Beam 3 Wide Flanae Beam A572Grad... T"nical 90 ' MM' N12A . N73A '/ ,: ·,··. Beam 3 . Wide Fiancie i3eani A572Graq ... ' TVoical. 91 M91 N73A N7 4 Beam 3 Wide Fla nae Beam A572Grad... Tvoical 93 M93 N76 N77 Beam 3 Wide Flanae Beam A572Grad... Tvoical RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page2 Gompany Horowitz Taylqr Kushkaki Designer . Dave Maestas Job Number: Member Primary Data (Continued) Label I Joint J Joint K Joint 94·-. , M94:.-· N77: N7s· · . . '. .,,, -.. , 95 M95 N78 N79 96. . M96· :Nao . ,. N81--·: ' . ,'•jj ,·, . -. ' 97 M97 N81 N82 Nemko Rotate/deal Section/Shane Desian List ·' . .. . ,, . . se·am 3 Wide Flanae • Beam 3 Wide Flanae .• . •,:·:,, ,, :· Beam 3 :. .Wide Flande.• Beam 3 Wide Flanae Tvne Efoam Beam Beam- Beam Jan 26, 2011 1:42 PM Checked By: __ Material Desian Rules . A572Gr~d,.; . Tvoical .- A572Grad ... Tvoical A572Gr9d; ..... Tvoicai A572Grad ... Tvoical . 98 .. M98 .. ,, : NB~C. ·Ns·3_ .. ,,,, .... ,, "•'-'• ·:. ·.Beam 3 _.·· Wide Flanae Beam A572Gi-ad:,.·. ·.Tvnical ... . ... . , .. 99. M99 N83 N84 Beam 3 Wide Flanae Beam A572Grad ... Tvoical 100 .. M100·· -~ -·;N1'5-Nsi·.· ·. ... . ' Brace:.·: Siriale Anale -.Beam· , . 1\36· · ·tvo1cai · ' ·. : -~ .. ·. ' ,,: ~-;• : . ,,,. ., 101 M101 N82 N19 Brace Sinale Anale Beam A36 Tvoical to2· . ;·M1Q2, ,·:, ' ~ -~ -I-Ng-:N6T >· 1·: -·· ., ' ·_:-Brace< ... ·. Sincile: Anale : Beam· .. A36 tvolca°I . ' • .. ,, ., ,.,, : :t 103 M103 N67 N13 Brace Sinale Anale Beam A36 Tvoical , 104 . l\ilf64> ·;._:N2a···, -. ---N76 . . ' . : .. ' ·, ., , . , : LL3X2X4XO · ·sinaleAnafe '.Beam-A36,, T,ioicai .. •' ~ 105 M107 N78 N27 LL3X2X4XO Sinale Anale Beam A36 Tvoical ,.f06'., '.' Mfo8 .. -)\N2f -:· ::.;.N7f: ' ··:·-· ',;• ::· ., . : ,,-.--.:-·.; LL3X2X4xo·. Sindie·Anale ':'Beam : ,,. :: A36 ·:,--·Tvoical: ,. "" 107 M111 N73A N25 LL3X2X4XO Sinale Anale Beam A36 Tvoical Joint Boundary Conditions Joint Label X rk/inl Y rk/inl Z rk/inl X Rot.rk-ft/radl Y Rot.rk-ft/radl Z Rot.rk-ft/radl 1 N5 Reaction Reaction Reaction 3 N22 Reaction Reaction Reaction . . '• ·: ·., ' . 5 N1 O Reaction Reaction Reaction .-, ,.·,:.· · .. __ ,;L \· .-· 7 N14 Reaction Reaction Reaction Reaction ' .. , . :,_ 9 N26 Reaction Reaction Reaction :10 .. _,,.·'.· N28 :·\ ·. . -Reacti6r(•··_ Reciidion ':Reaction,-> .. ·.· · .. _. ._ ,,·,, .·, 11 NB Reaction Reaction Reaction :;1,2 -·. . · N~b -: ... · : 'Reaction:· .. · :R.eacti'oi( ·· :· -Reactfon' :-': , : -·-... · -,;_ ·' ::Reaction:_: 13 N18 Reaction Reaction Reaction '':14.-:. ·, N16 > .. , -Reaction·-· Readkm' ... '.·; .:. Readlon. :' :·-_, 15 N13 17 N39 ·. 18 ·. · · . -~ N4o _: :-· ,,-.. ,,-, .-.., /· 19 N41 20.: :· · _ _-.-Ni.' .. >· 21 N25 . . ' ! • 'l -•• ~ 23 N2 !_'-_'",,, - 25 N36 ·25 -·: . N37'. 27 N32 29 N23 31 N63 . 32 :-N66A 33 N21 · 34 N74 · RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Reaction Reaction Reactlon .· Reaction Reaction.- Reaction . Reaction Reaction . · Reaction·· Reaction ···Reaction Reaction ,, ;r,, .. :Reaction: : Reaction ·R.eactforf. ·_· Reaction Reaction Reaction Reaction Reaction Reaction Page3 Oompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Basic Load Cases BLC Descriotion Cateaorv 1 DEAD None .. .,.·LIVE: Norie~ · . 2·: ,·. '. . . 3 EQ None Load Combinations Nemko X Gravitv YGravitv Z Gravitv Joint . . ' . ; Point . . Jan 26, 2011 1:42 PM Checked By: __ Distributed Area /Me ... Surface / ... 17 ii 32 bescrintion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+L 1 1 2 1 J: . 3 .68D+E/1.4 Yes 1 .68 3 1 ., :-,., 5 .67D+/-3.5E Y 1 .67 3 3.5 ; 6 . : :l:lql:)+2'.ffq!;: .. ' . . .:·y 7 .44D+2.45E Y 1 .44 3 2.45 9 d 1 1 .·fa·'.,· ... ~-•1 · <'.,,: : ·. ; ,;_ :, ' 11 ea 3 1 Member Distributed Loads (BLC 1 : DEAD) Member Label Direction Start Maonitudefk/ft deal End Maanitudefk/f ... Start Locationfft %1 End Locationfft %1 1 M15 Y -.278 -.278 0 100 · :: .::..2?S: ,·.o · · .. ·100,., .·· 3 M17 Y -.278 -.278 0 100 . -.1'39, , U .. 5 M62 Y -.139 · -.139 0 100 7 M56 Y -.139 -.139 0 100 9 M54 Y -.139 -.139 0 100 .ibb' .... 11 M51A Y -.092 -.092 0 100 _:1z:... M52A ·, ·• .y· ··. ,. .·:= : ... ,· ... ,092:;·_, :...092. · >·;. 0 ·. ·':'. . . 1'00 :··, 13 M53A Y -.092 -.092 0 100 100. ",' .. 15 M58 Y -.092 -.092 0 100 , -.092·,r. . . () · 100. 17 M60 Y -.092 -.092 0 100 Member Distributed Loads IBLC 2 : LIVE) Member Label Direction Start Maanitudefk/ft deal End Maanitudefk/f ... Start Locationfft %1 End Locationfft % l 1 M'.J5 y ,,._31.7 -.3.17 0 100. 2 ; Mi.ff .y,_··.· ' ··' . ..:_3·17 ;, -,.311 0 .. · 100 ,· ,. ',,. 3 M17 y -.317 -.317 0 100 . 4· . : M61':.• .',Y' . " :i..158 '-.158 b 100 '· ' ,,_T ! ' ... . . . 5 M62 y -.158 -.158 0 100 6 ,· .. M63:• .. Y. .. : -.'158 ... ,..::1s8. 0 . . 100 ,. .. ., •, 7 M56 y -.158 -.158 0 100 8" ' ·. rv154·•·, ' "Y: .. :.::.158.: . -,·.158 ., 0 ·. 100 .. 9 M55 y -.158 -.158 0 100 10. " M6b· . ' ·y •'• ' .. '' ., :...105·. ., -.105 0 100 : .. 11 M50A y -.105 -.105 0 100 .12 · ,, .M51A· . y -.105 -.1os· .. a-100-·, .. " 13 M59 y -.105 -.105 0 100 . RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page4 C.ompany Horowitz Taylor Kushkaki D~signer : Dave Maestas Jan 26, 2011 1:42 PM Job Number: Nemko Checked By: __ Member Distributed Loads (BLC 2 : LIVE) (Continued) Member Label Direction Start Maanitudefk/ft deal End Maanitudefk/f ... Start Locationfft %1 End Locationfft %1 I :14 .. ····M58'···. .. .:Y. :· .-1-.... ·.,..1ds-., · .. .. ... ., ·: -<to5:: .,,, 0 ··106 ·. .. . .. . . I 15 M57 y -.105 -.105 0 100 I· 16.-: .. M53A. . , y .. .· . .:: .. 105: .. : 7 ' :...t05: o .. 10CV .. ,, ' I 17 M52A y -.105 -.105 0 100 Member Distributed Loads (BLC 3 : EQ) Member Label Direction Start Maanitudefk/ft deal End Maanitudefk/f ... Start Locationfft %1 End Locationfft %1 1 M60 Z -.036 -.036 O 100 :2.·. 3 M58 Z -.036 -.036 0 100 . '4 :, ( ,, .. _· ... Ms7 · · .. · ",,:--·· · , z·--.··· -.:..036': :_. -· -·. -· ·· ·.; .... 035:·... • . .-·o: :.100 .· 5 M75A Z -.036 -.036 O 100 7 M73A Z -.036 -.036 O 100 9 M76 Z -.036 -.036 O 100 . 10. · . · M.11 . '. ·.z "-:;'. · .. i._()36/·; -s• ,• .... · •• )-.036 ·. o . : . :100. 11 M78 Z -.036 -.036 O 100 13 M53A Z -.036 -.036 0 100 15 M51A Z -.036 . -.036 0 100 17 M84 Z -.036 -.036 0 100 19 M86 Z -.036 -.036 0 100 21 M88 Z -.036 -.036 0 100 23 M90 Z -.036 -.036 0 100 25 M92 Z -.036 -.036 0 100 27 M94 Z -.036 -.036 0 100 29 M96 Z -.036 -.036 0 100 31 M98 Z -.036 -.036 O 100 Member Point Loads Member Label Direction Ma nitude k k-ft Location ft O o No Data to Print ... Envelope Member Section Forces Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen ... le z-z Momen ... le 1 M1 1 max 12.147 2 -.012 2 0 2 0 2 0 2 0 2 :2 .. niin , 9.70:f.:. 3·-·c'.01-2· .3 .0: : 2-6 :2 0 . I. 2 o· :. .-2 3 2 max 12.147 2 -.012 2 0 2 0 2 0 2 .074 3 4 min . 9.703'. :3 . . -.0t2 . 3 b 2· 0 2 0·· . 2 .014. 2 5 3 max 12.147 2 -.012 2 0 2 0 2 0 2 .148 3 ·6 ... .. min 9.703' 3 .:..012°-3 b 2 O· 2 b 2 .147 2 . 7 4 max 7.852 2 .012 3 0 2 0 2 0 2 .074 3 8 min ·. ·s.409 .• 3: • :-.012.-· 2: (i: 2 0 :2 0 2 .074 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Pages Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Jan 26, 2011 1:42 PM Job Number: Nemko Checked By: __ Enveloe.e Member Section Forces (Continued) Member Sec Axialfkl le vShearrkl le z Shearrkl le Torouerk-ftl le v-v Momen ... le z-z Momen ... le 9 5 max 7.852 2 .012 3 0 2 0 2 0 2 0 2 16 io• ·-5.409 3:., --.012 2 o. ' 2 0 2 0 2 -·o 2 -,_ min -_ _, '• 11 M3 1 max 7.874 2 .012 3 0 2 0 2 0 2 0 2 12 ' -, -·-· ,_ --min :5.418--:3 ·-. :_01·2 :2' d' ·2 o: : 2 0 2· d 2 13 2 max 7.874 2 .012 3 0 2 0 2 0 2 -.074 2 14: , __ .. _ min ,-'5.41ff' :3 .012·_:· :::2 ·, -, a: _. 2 ,, o:.-. ' 2 <·o-: 2 -' ·-:074 3 "· ----.... -,_ -- 15 3 max 12.192 2 -.012 2 0 2 0 2 0 .2 -.148 2 16'' ,,-.,_·· min 9.'121' -,, 3· ·>-.012· --':j -. .-:··o ---2 ,-()'_, ·-2 -·-o:_·, 2· -.f48 ,, 3 --: 17 4 max 12.192 2 -.012 2 0 2 0 2 0 2 -.074 2 18 ··--· ---· min 9.721' "'. -3 :i.-. ~.012 · .:'"3. --O:· ,,::2 b 2 0-. ·:z.. -<ot4 3· --" , 19 5 max 12.192 2 -.012 2 0 2 0 2 0 2 0 2 20·· •,' '•' " mrn ,j:);721 :_: :3 :,:.012. -3' CL: . -2 ::"_: --o . 2·:;' b 2 .-.·o 2·; " ' -.. ,' ,,_-., ~ ' ,-, " 21 M4 1 max -.847 2 0 3 0 2 0 2 0 2 0 2 .. 22-· .·1· --niih ~-:tzgg:._ :.·3: 0~ :2 6-~ --:.--2'. d 2· 0' 2 b ,-2 .-, -~ ._ . --.. ,'• 23 2 max -.847 2 0 3 0 2 0 2 0 2 .004 2 -_:24 ,. ,_ --, min " L3.299 ' ,, 3-: " ,_ o::, ' 2 .'ff: '•2 --' o.·: . 2· O· .·2-c" .003' .. 3 -C ', ., ,. ,. 25 3 max 3.569 2 0 3 0 2 0 2 0 2 .007 2 -~26'. ., ,. min -,.3,299 -3 o,'~ . '2' --() -'; 2 . o·-,, 2 ;· 0. -2 .006 ; 3•--,, '• 27 4 max 3.569 2 0 2 0 2 0 2 0 2 .004 -~ 28 --', ----1'.1-35··~. -, o-: 3 ··;., o: : ·o -2 () 2 ·.003 ', ··-.-mrn \3 .. 2 ····-.3, -, ,,, ,,-" --" ,-, -29 5 max 3.569 2 0 2 0 2 0 2 0 2 0 2 30·' . ~-: min ,,.:J,1.35 ·:i_:a. ',1:;,-,, ·o>·· 'j· --O\..i :(. '. 0 ·-.2· ---op ·,-·2. b.' ,. 2 ; ~ ..--· _ . ..,.:~' '·\t,: __ " " ,. -' ' 31 M6 1 max 3.581 2 0 2 0 2 0 2 0 2 0 2 32 ---·: .mm-,:1.138:'' 3 er ':.3. -:-cf-:_·. ,2,. ' 0 -.2 0 2 b. ·2'-,' ', ·,·. ,., ,. ,, ·, .. ' ,' ,, " 33 2 max 3.581 2 0 2 0 2 0 2 0 2 -.003 3 34;·:, ... .. mTn. ,:1'.1'38 3 ·o~._:_:·.·.: ,,3 .-· () ' C .2 ' (f. : 2 ,;> -. -cf: "2 ---,.003 ·2 ---.. , ., ' '. ,, ,, .. ,' .. , ' 35 3 max 3.581 2 0 3 0 2 0 2 0 2 -.005 3 :,-_36 ------rliln ~3:307 :·::3 ---(); " :'.2 o·. .2 (j .::2 () : -2 ~,007 2 '' )l:,'.c. ,, ,, :~: ,,_ '' ' :,· ' ,, 37 4 max -.864 2 0 3 0 2 0 2 0 2 -.003 3 :-38;: -_ " :mir1 :.,3_'36},_,: ;:3 --0 ,:--: 2, -·o-.:· ' 2: --6. ,, ,. 2 6 ·--2 -.oos· 2 - C ,, ; " ; --.. " :.·•, '' --- 39 5 max -.864 2 0 3 0 2 0 2 0 2 0 2 40< _, " niin. -"~3-.Mt'.; ~3 o~: ·.2 ( a.: ·.2. 0 2: ,, 0 -~r ,_ 0 "' 2· .,,;, " ,, "' ; " . " ', ,_ 41 M9 1 max 14.461 2 .006 2 -.009 3 .007 2 .212 2 .144 2 ,42-, min 4.752."' ;3 . --.002 ··_·3 ~.024' " : 2 ----.003 ·;"3 .014 ··3-,. .051 3 --., ;, "' ' 43 2 max 14.461 2 .006 2 -.009 3 .007 2 .07 2 .11 2 '44.', ·:: ,-.min --A:1.52 ·., _·3, ---.00·2 ·3 , ... -.024 ·2 ... 003 3 .023,, ,· --3 .039· 3, . ,-,., " -' " 45 3 max 14.618 2 ,006 2 -.009 3 .007 2 -.028 3 .076 2 46· ,, niin 4.1s2.··:' :.·3: .. , :ooi :. ; 3 ,'.;::·· -:-.024 2· .. . . 003 3 -.671 c:-.2 -:028,,. --3. ' " •.:,• '· -. ., 47 4 max 14.618 2 .006 2 .004 2 0 2 -.008 3 .037 2 ,,48· :'::, .4.637 .. ·' '·:3_ 1.::c:.0.02.· .-3. -~= .oaf --<3 ., .0 -.024 ---.. 3··· ·, •. " min::.-' 2. 2. .012·· ... J ," '" .,-a 49 5 max 14.618 2 .006 2 .004 2 0 2 0 2 0 2 50 .,. --4.63i-,,,3: .__. .(502 ::3· .ci'o.1· .3 " b: 2 o: 2 .·o 2 : ''i,,' ·; miri . --, ' ,. , ... ,, ', 51 M10 1 max 14.01 2 0 2 0 3 0 2 0 2 0 2 s2:: 4.245::_· 3 ,,_ :·3, ,_ .cf·· ---.d 0 2 0 · .. ;.;: ,,, ,. ' : " ·min ,,.0 ,_ ,, 2 2 2 53 2 max 14.01 2 0 2 0 3 0 2 -.001 3 -,001 3 54. --min 7.245.-:, ,·3., O· -3 u 2 a:. 2 --:...001 2 -.002 · 2· ,, :t,! ,1) : ,, : ,, ..... ,, ,, . 55 3 max 14.01 2 0 2 0 3 0 2 .002 3 -.002 3 56 . .', min 4,245·, --:.3 0 3 o· .2 6· 2 -.003 2 -.004'. 2 -·.,.· ., ,', ·,·! 57 4 max 13.841 2 0 3 0 2 0 2 .001 3 0 3 " 58· --min 3.454 3 0 •, ;2 0 3 b· 2 d 2 0 2 " ,',• .. '' 59 5 max 13.841 2 0 3 0 2 0 2 0 2 0 2 60·,' .. ; " ,,, min :;3.454 / 3 --·,:···-0·-·2. d. 3, 0 2 () 2 0 2 _,, '' 61 M11 1 max 14.689 2 0 2 0 3 0 2 0 2 0 2 62:-.min· 4.768 ; 3. " : O:,· ; 2 0 2 0 2 0 2 0 2 " '' 63 2 max 14.689 2 0 2 0 3 0 2 .002 3 0 2 64 min' 4.768• 3 6 2 ()-2 0 2 .001 2 0 2 65 3 max 14.689 2 0 2 0 2 0 2 .003 3 0 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page6 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued} Jan 26, 2011 1:42 PM Checked By: __ · Member Sec Axialfkl le v Shearfkl le z Shearfkl le Tornuefk-ftl le v-v Momen ... le z-z Momen ... le 66'. min· 4.768\: ··3·, =, 6 ': 2. ·. ·o. 3 0. 2· .062 2 · O.. 2 67 4 max 14.678 2 0 2 0 2 0 2 .002 3 0 2 ·6i:L m'in··-4.667> 3·,· o· ·, =2· o .. 3 '· O 2 ·.001 · 2 · o. 2 69 5 max 14.678 2 0 2 0 2 0 2 0 2 0 2 71 M12 1 max 14.077 2 0 2 0 3 0 2 0 2 0 2 :t2;,:··· · '·.= mm 2 ·4.'472·: .. 3,:·.,·.o·: .,2.: o.: :2 .o· 2. o.· 2 o 2 73 2 max 14.077 2 0 2 0 3 0 2 .004 3 0 2 75 3 max 14.077 2 0 2 0 2 0 2 .008 3 0 2 77 4 max 13.944 2 0 2 O· 2 0 2 .004 3 0 2 79 5 max 13.944 2 0 2 0 2 0 2 0 2 0 2 81 M13 1 max 15.052 2 0 2 0 2 0 2 0 2 O 2 83 2 max 15.052 2 0 2 0 2 0 2 .001 2 0 2 85 · 3 max 15.164 2 0 2 0 3 0 2 .002 2 0 2 87 4 max 15.164 2 O 2 O 3 O 2 .001 2 o 2 89 5 max 15.164 2 0 2 0 3 0 2 0 2 O 2 91 M14 1 max 13.932 2 0 2 0 2 0 2 O 2 O 2 93 2 max 13.932 2 O 2 O 2 O 2 -.001 2 o 2 94 . . . .. . . · .. ·,:. .... , mh, · : · 4:4 79· . · 3:·· : · ·· · (f. , . 2 · ·, .. or, · · 3; · o . .; : .. ;( 2 ... · . .,:002 i. . 3 · .. ,, .. : o .. .. .. : 2 .. 95 3 max 13.953 2 O 2 O 3 o 2 -.002 2 o 2 97 4 max 13.953 2 0 2 0 3 0 2 -.001 2 0 2 99 5 max 13.953 2 O 2 o 3 o 2 o 2 o 2 101 M15 1 max -1.017 3 11.28 2 .023 3 0 2 0 2 0 2 103 2 max -.441 3 5.628 2 -.061 2 o 2 -.112 3 -25.518 3 105 3 max -.055 2 .018 2 -.147 2 .03 2 .014 3 -34.011 3 106. . .... ,: min: ·.-=:.:..oss ·.: ;"3, :·:<-.oos :-;:L .. ·:::.1s4.: ... 3 '. ·· .009,_: .1·3 .... 0.13. i:.2 -101.041 2. 107 4 max .376 2 -1.79 3 -.063 3 .019 2 .132 2 -25.534 3 · 109 5 max .952 2 -3.586 3 .022 3 .019 2 O 2 O 2 lib' ·· min·· ·.9.4:T ·;:· 3 :41t2M·/ ·2, '• · .02t · · 2 : .ooet · :L · · .. · o ·. : 2 . ·o· . 2 111 M16 1 max .647 3 · 1 f268 · 2 -.001 3 o· · 2 o · 2 o 2 113 2 max 1.178 3 5.615 2 0 2 0 2 -.007 3 -25.454 3 .114 ::. min t.172· ·2.·· ·.t.181= 3., ·" o ... ·3 d· ·. 2 -.017 2 -80.194 2 115 3 max .055 3 0 3 .01 2 .006 2 0 3 -34.03 3 116· niiri . : .0.39. . 2 · . -.003 · 2 . ::004:, · 3 .003 :3 : -.002 2 -107'.153 . 2· 117 4 max -1.062 2 -1.78 3 0 2 0 3 .017 2 -25.444 3 118 ', 'min -1.062 .. 3 "·-5.607 · 2. . 0. . 3 .. 0 2 .. 007 3 -80.115 2 119 5 max -.531 2 -3.576 3 -.001 3 0 3 0 2 0 2 120 . min ~.531 =. 3 · ;.1'f .259 : 2: :..003 2 · . o · 2 o· 2 · 0· 2 121 M17 1 max -1.003 2 11.304 2 -.026 3 0 2 0 2 0 2 122· min . :.1.01 ·, · 3. . 3.591: 3 . ·· -.027 · 2 . 0 2 0 · 2 0 2 RISA-3O Version 5.0c [C:\RISA\Nemko 4.r3d] Page 7 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen ... le 123 2 max -.427 2 5.651 2 .062 3 0 2 .099 3 -25.587 3 125 3 max -.052 2 0 3 .169 2 0 3 -.016 3 -34.114 3 126 · · --,.mih -·-<053 > 3 ·--.001 .·2 ·'i.1'63 -3 o .. 2 · --~.017:_ · 2 ~107.372 ·2 127 4 max .368 3 -1.795 3 .063 3 -.007 3 -.098 2 -25.583 3 129 5 max .944 3 -3.591 3 -.025 3 -.007 3 0 2 O 2 ·130 : min\:_.' .943 ·: -;2 -::-11'.302:' ·--2. --:027, 2'.' -<d2t --. 2· .:· · b · _.: 2-o--. · 2· 131 M18 1 max 3.763 2 0 2 0 3 0 2 0 2 0 2 133 2 max 3.763 2 0 2 0 3 0 2 .001 3 O 2 135 3 max 3.763 2 -· 0 2 0 2 0 2 .003 3 O 2 137 4 max -.508 2 0 2 0 2 0 2 .001 3 O 2 139 5 max -.508 2 0 2 0 2 0 2 O 2 O 2 141 M19 1 max 8.232 2 0 2 0 2 0 2 0 2 O 2 142 -,. ,,. -· -, .. mi11 -c5.641L· :~ s '_· -o. : .. :. ·; i> ~ o. -: '~ r'3' : 'J (} .. ·_ ·, 2 ,. · ·o:_ ---. 2: -·: o .. _----.2: 143 2 max 8.232 2 0 2 0 2 O 2 .006 2 0 2 145 3 max 12.65 2 O 2 O 3 o 2 .011 2 o 2 147 4 max 12.65 2 O 2 o 3 o 2 .006 2 O 2 149 5 max 12.65 2 O 2 O 3 O 2 o 2 O 2 151 M20 1 max 3.765 2 o 2 O 3 o 2 O 2 o 2 153 2 max 3.765 2 O 2 O 3 o 2 .001 3 O 2 155 3 max 3.765 2 o 2 o 2 O 2 .003 3 O 2 157 4 max -.528 2 0 2 O 2 O 2 .001 3 0 2 159 5 max -.528 2 0 2 O 2 0 2 O 2 O 2 161 M21 1 max 8.206 2 O 2 O 2 O 2 O 2 O 2 -152:.:,'_ · -. m'iri: :_·: 5.642::· ·3·_ · -·-o: · . 2:--· : ci'. · --.. 3. · o 2 : .: .:.Cl":, 2 _ .-o 2 163 2 max 8.206 2 O 2 0 2 0 2 .006 2 0 2 165 3 max 12.654 2 0 2 O 3 0 2 .011 2 0 2 '166.. min -10.69'--,3-· ,o--,,-:2 · --o;._ 2:. o 2'. · .011 3 · o 2- 167 4 max 12.654 2 0 2 0 3 0 2 .006 2 0 2 168 · '· -~:-. ·:.'min ,-10.09-.: . 3~. -:-·.o 2. : , -_ 0 ----2 -. o· . 2 .006 3 -~--2 169 5 max 12.654 2 O 2 0 3 0 2 0 2 O 2 170.:• -.': min -10.09· ·3 . o -2 · ·o· 2 o .2 o·· 2 o 2 171 M22 1 max O 2 0 2 0 2 0 2 0 2 O 2 ·172 . ·miri" ,-·:..249··-3':: o·-.-,z:. o · 2 -• o. : 2·-o. · 2 o 2 173 2 max O 2 O 2 0 2 0 2 0 -2 0 2 174 '.riiin -.249---3 O ·-0 2 .-_.o:· -~r .. 0 2-b. 2 O 2 175 3 max O 2 O 2 0 2 0 2 0 2 0 2 176-·min -~_249_·3 -.-o .2 o· 2-o 2 o· -2 o· -2 177 4 max O 2 0 2 0 2 0 2 0 2 0 2 178 . . min . · -.249· -3 6 -·2 b 2 0 2 0 -2 O 2 179 5 max O 2 0 2 0 2 0 2 O 2 0 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page8 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 180 niin· --.249': .. 3 o·· 2 o. 2 · o 2 ,·o 2: o· · 2. 181 M23 1 max .362 3 0 2 0 2 0 2 0 2 0 2 182 .. ·' mln -.068·-. .2 0 2 6. ..·2 · _: .. b ' · 2 ·o . 2 . 6 2- 183 2 max .362 3 0 2 0 2 0 2 0 2 0 2 184·' min ....... 068--/, .. 2.· . o ... · 2 :o .... · 2:. -0. 2_: · O 2 . O' · 2 185 3 max .362 3 0 2 0 2 0 2 0 2 0 2 186 ' .:min , "~;068/·_.·:· 2 · ·.o .... -:: · 2 o::, ::2 o .·· 2 · ·: o. . 2 ·o-2 187 4 max .362 3 0 2 0 2 0 2 0 2 0 2 189 5 max .362 3 0 2 0 2 0 2 0 2 0 2 191 M24 1 max .246 2 0 2 0 2 0 2 0 2 O 2 193 2 max .246 2 0 2 0 2 0 2 0 2 O 2 195 3 max .246 2 0 2 0 2 0 2 O 2 O 2 197 4 max .246 2 0 2 0 2 0 2 O 2 0 2 198: · min. A9s,:.:: 0,3.:: :O• .2. o,: ., . ·'i ,-,'. 6 '. :;z · : 6 ·2 o .2, 199 5 max .246 2 0 2 0 2 0 2 0 2 0 2 ·200., · . . · .··:'· · rrriri , .. J93-,~·_.{: i·. .,'O" .2. :. ·' ·. o: i' ·· .. 2 : . :· .. 0.:.:.: • , 2. ;_ ··: 0, ·:.. 2 · · · ·' d · 2 201 M25 1 max .377 3 0 2 0 2 0 2 0 2 0 2 203 2 max .377 3 0 2 0 2 0 2 0 2 o 2 205 3 max .377 3 0 2 0 2 0 2 0 2 0 2 207 4 max .377 3 0 2 o 2 0 2 o 2 o 2 209 5 max .377 3 0 2 0 2 O 2 0 2 O 2 211 M26 1. max -.266 3 0 2 o 2 0 2 o 2 o 2 213 2 max -.266 3 O 2 o 2 o 2 o 2 o 2 ... z.14, ····min,· .. ;.;.333.:J:1:2°.:::./:.6·':'· .. :t -o:.· 2-· .er-·:_:· 2 ·o.-·. ·2. ·o·.:;::z: 215 3 max -.266 3 0 2 O 2 O 2 O 2 O 2 21e_ . .-·:.·min-: ... _333·),:.2.::.-:::o.;:2 .. ' .. ,,.o:.··2.-., .. ·o·· .2 o·· .. 2 ·o_ .2 217 4 max -.266 3 O 2 0 2 O 2 0 2 0 2 .218 ... · ···,,.in.in:• ·.:_333;-:>; ·2'':,··~o.:··• .. :·2.--·.·.:·.-o:. i-· •.·a·. z-·. o .. ·2 .o. ·.··2 219 5 max -.266 · 3 0 2 0 2 0 2 0 2 0 2 221 M27 1 max .375 3 0 2 0 2 0 2 0 2 0 2 2221•·-.t~>-mfn:: ... "',b·:.:: .. 2,;_,_o_../'2.··::a>·.' .. 2···,o 2.·· o·, ·z (j': 2 223 2 max .375 3 0 2 0 2 0 2 0 2 0 2 224.', ,, min -· 05,: ... :. 2,· ·. o::.:· --2. o.: ... ·2 .· ·o. 2. o'" 2 0. 2 225 3 max .375 3 0 2 0 2 0 2 0 2 0 2 .226 .. min '··._-Q :> 2 O·: .. -2·: ·;-0 .. : .. 2.: •O .2 . 0. 2. 0 -2 227 4 max .375 3 0 2 0 2 0 2 0 2 0 2 22s . min · · o··-· ... , 2: o > ·" · 2. · o · · ·· 2·. , · __ o · .2 o · . 2 o · 2 229 5 max .375 3 0 2 0 2 0 2 0 2 0 2 230 · ·. •mfr\.· o ... : ---_ . 2· b · z · ·. o . · . 2 ·o· 2 o: . 2 o. 2 231 M28 1 max .209 3 0 · 2 0 2 0 2 0 2 0 2 232·· ··· ·mln o·· .• ·.2-. o,·,·,2· o 2 o 2 o 2 o 2 233 2 max .209 3 0 2 0 2 0 2 0 2 0 2 , 234 · 'niih 0:'· .·· 2 · O . · 2 O .', 2 d 2 O 2 0 2 235 3 max .209 3 0 2 0 2 0 2 0 2 0 2 236 · min: : O" :, . 2 b' . ·z-. 0 . 2· 0 ·. 2 0 2 0. 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page9 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Tornuerk-ftl le v-v Momen... le z-z Momen... le 237 4 max .209 3 0 2 0 2 0 2 0 2 0 2 238 'inin bi ; .·2 o -· . 2 ~; o ·· ·: 2-· a , . 2. o · 2 o 2 239 5 max .209 3 0 2 0 2 0 2 0 2 0 2 240 min .· ·. O .. : .. ; 2 . 0 .. · 2 · · · · 0 :·: . 2 O . 2 .. 0 2 b · 2 241 M29 1 max .368 3 0 2 0 . 2 0 2 0 2 0 2 243 2 max .368 3 O 2 0 2 0 2 0 2 0 2 244-~ .. ,.··min .... 017 .. ··. 2,,: ·,o· .. :·· · .~t o '·.' .-2 o z o·. ·.2= o 2 245 3 max .368 3 0 2 0 2 0 2 0 2 0 2 247 4 max .368 3 0 2 0 2 0 2 · 0 2 0 2 249 5 max .368 3 0 2 0 2 0 2 0 2 0 2 251 M30 1 max .023 3 0 2 0 2 0 2 0 2 0 2 2s2 : ·:: >'.· ;-· h1ih ' . .:.:.211 . ·. 2. '.: ;. <b'_:: · -.?t · .. -' o·::-· · 2· < _; .o::-..: .... 2 .· ·. · :o. .2 .. · .. b·:. · :.2. 253 2 max .023 3 0 2 0 2 0 2 O 2 O 2 25.4'' '.·. . . '·1 .. mih :'<2h. 2; .. ··o· .. 2· :. : 'b.. . 2 .. :--o .. :, ·2: ::· b'' .. ·2 () : 2·· 255 3 max .023 3 0 2 0 . 2 0 2 O 2 O 2 256; min', ·-.211 :-,, 2 ... : . (j. :. <2 'Y. ().,_; ,,2 · :·:··a.: · ·2. ;_..-:. o-::· 2. : . :o '·. ; 2:: 257 4 max .023 3 0 2 0 2 0 2 0 2 O 2 259 5 max .023 3 0 2 0 2 0 2 O 2 O 2 261 M31 1 max .366 3 O 2 O 2 O 2 O 2 O 2 263 2 max .366 3 O 2 O 2 O 2 o 2 O 2 265 3 max .366 3 O 2 O 2 O 2 o 2 O 2 267 4 max .366 3 O 2 O 2 o 2 o 2 o 2 269 5 max .366 3 0 2 O 2 0 2 O 2 O 2 271 M32 1 max O 2 o 2 o 2 o 2 o 2 o 2 273 2 max O 2 O 2 o 2 o 2 o 2 o 2 275 3 max O 2 O 2 O 2 o 2 o 2 O 2 216 <-~<min·: o·" .>: 2=· · tr .. · i2: .:, ... o:··.: .. , 2·.· o··(·. 2;-o.· 2 o .2 277 4 max O 2 0 2 0 2 O 2 O 2 O 2 ,278 ,· . · · .·:·.min; d .... : :·2: · ()° >.' 2· ,. ,::·.·er:. : '2'' · · ()''. !'.2 O · · .. 2. ··o 2. 279 5 max O 2 O 2 O 2 O 2 0 2 O 2 2so ··.. .nilrf···•o·· -.2 0='··-2', .. :o:.".2_ .... _·o··· .2. ·o ·-2 o z- 281 M33 1 max .45 3 o 2 o 2 O 2 o 2 o 2 283 2 max .45 3 O 2 O 2 O 2 0 2 0 2 284'' · min · .. 088 ' · 2 O · . 2. · · . Cl : 2 · b ·. · 2-ci 2 . d 2 285 3 · max .45 3 O 2 O 2 0 2 0 2 O 2 286 · min · ,088' .. · 2. O'·: .:· 2 .. b · 2. · o · .. 2 · o · 2 o. 2 287 4 max .45 3 O 2 O 2 O 2 0 2 0 2 288. min" .088 · ·'2 · ' . O .: · 2 .· O = 2 O .· 2 O 2 O ' 2 289 5 max .45 3 o 2 o 2 o 2 O 2 O 2 290 _:,. . miri .. o8~f · · 2 · .· o 2 .· o · . · 2 o 2 o · 2 o 2 291 M34 1 max .267 2 0 2 0 2 O 2 0 2 0 2 292 · · min · · 0 · 3 0: 2 · O 2 · 0 2 O 2 D 2 293 2 max .267 2 . 0 2 0 2 0 2 0 2 0 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 10 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen ... le 294 .. · .. min . 0 .· · 3·. 0. ··2. · · 0. 2· : 0 2 b 2 o· · 2 295 3 max .267 2 0 2 0 2 0 2 0 2 0 2 297 4 max .267 2 0 2 0 2 0 2 0 2 0 2 29a_ ·<. mfn,::. ·o··.:>:3 ,._.o: :.2 a 2'. ·o.'· .. 2 o: 2. o 2. 299 5 max .267 2 0 2 0 2 0 2 0 2 0 2 300· : ., ·. . , . .-. ... :: :: · · ·m-iri · . o :. \ · 3 ·. ---, ·o , : ._· 2·. · .· d: :. ' · , .. i · ·. . o . • . 2.. --· o ., · · : 2 . b · .· 2 301 M35 1 max .439 3 0 2 0 2 0 2 0 2 0 2 303 2 max .439 3 0 2 0 2 0 2 0 2 0 2 .364:·:.?. ·.:'<· :. ::·rti'irY···-0::.:-:·2·::>--o· .. ·;._2,.' :.co.: .. -:.i·::.:o ·z o:. · .2 ··.o-:··· -·2 305 3 max .439 3 0 2 0 2 0 2 0 2 O 2 307 4 max .439 3 0 2 0 2 0 2 0 2 0 2 309 5 max .439 3 0 2 0 2 0 2 0 2 O 2 '31.0' .'·,.: :, , ::,:. -. ::·:>··· min·· :· : 0:-.: > 2·-::' :_ O=, · , .2 ..... ::o :' : ·· · · 2 · '::: o·. : .. 2. . 'o .2 .. o , · '2. 311 M36 1 max O 2 0 2 0 2 0 2 0 2 0 2 313 2 max O 2 0 2 0 2 0 2 0 2 0 2 315 3 max O 2 0 2 0 2 O 2 0 2 O 2 317 4 max O 2 0 2 6 2 0 2 0 · 2 O 2 319 5 max O 2 0 2 0 2 0 . 2 O 2 O 2 321 M37 . 1 max .377 3 O 2 O 2 O 2 O 2 o 2 323 2 max .377 · 3 0 2 ·O 2 O 2 O 2 O 2 325 3 max .377 3 O 2 O 2 o 2 O 2 O 2 327 4 max .377 3 O 2 o 2 O 2 O 2 O 2 .32s·.·.:. , .. _ 'min '.'-=-·.0-34_.<.2"'····0·-· 1 2~:i--.o, --i':.:: .. o.:,. 2: : __ cf:-·:>z .. · . .-:'·o .·.·,·2 329 5 max .377 3 0 2 0 2 0 2 O 2 O 2 331 M38 1 max -6.21 3 O 2 o 2 o 2 o 2 O 2 333 2 max -6.21 3 0 2 0 2 O 2 O 2 O 2 334·,.-'min'·:-6~211<·::2· _,;_()! · . .-:2.: .::o> .-:~t<. .. ti': ., i · : o~-.2 _· .0 .· . 2 335 3 max -6.21 3 o 2 o 2 o 2 O 2 O 2 337 4 max -6.21 3 O 2 o 2 o 2 O 2 O 2 .338'·:·_ ni'in·-6.211':,.:2·.'>o'.: .. 2°.,'. ... (j>_':·2 ···o 2 ,o.··, 2 o: ·2 339 5 max .:5:21 · 3 -O · 2 o 2· o 2 O Z O 2 340: ·.· min ·-6.211:.·2 .. :-o:· .. 2. :o· .. :··-::r .. ··o·· 2 ·o ·2· (j. :2· 341 M39 1 max O 2 O 2 O 2 O 2 O 2 0 2 342 .· _; min-O .: · 2 0'. · .· 2 -· 0: 2·· · ' 0 · · 2 O · · .2 · O. . 2 343 2 max O 2 O 2 O 2 O 2 O 2 O 2 :344. mln ... d ', 2· o:-·2 :O· 2 O 2 O ·2 O 2 345 3 max O 2 O 2 O 2 0 2 0 2 0 2 346 . min · 6 2 o: 2 O · · 2 o . .2' d : 2 o · 2 · 347 4 max O 2 O 2 0 2 0 2 0 2 0 2 348 min. 6 . 2 · 0 ·._ 2 0 2 · 0 :2 0 2 O 2 349 5 max O 2 O 2 O 2 0 2 0 2 0 2 350 . min o ·. ·. · 2 6-, 2 o · 2 o 2 o 2 o 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 11 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Tornuefk-ftl le v-v Momen... le z-z Momen... le 351 M40 1 max O 2 0 2 0 2 0 2 0 2 0 2 35i·· ·-··-·-·-min ·0,: •. _-2 ·:··-6:_·. 2,·.o. ··2° --o 2 o· .2··-6--2 353 2 max O 2 0 2 0 2 0 2 0 2 0 2 354 : · min:· o : .. 2 :·. b '~, •·.: 2 o 2 · o: · 2 o 2 o 2 355 3 max O 2 O 2 0 2 0 2 0 2 O 2 357 4 max O 2 0 2 0 2 0 2 0 2 0 2 359 5 max O 2 O 2 O 2 O 2 O 2 O 2 361 M41 1 max -6.245 3 0 2 0 2 0 2 0 2 O 2 363 2 max -6.245 3 O 2 O 2 O 2 O 2 O 2 365 3 max -6.245 3 0 2 0 2 0 2 0 2 0 2 !366 ::·.·:.:. .. :mfri :<6:246,::,, 2'.' > •·0-::·0 : i,2:, · .. b <2.· ·.·o, .·: •·2 ·: 6,;, ;2 6: 2· 367 4 max -6.245 3 O 2 O 2 O 2 O 2 O 2 369 5 max -6.245 3 0 2 0 2 0 2 O 2 0 2 ·370-,(,, . , ,,... :_n:iin. ~ -6:246.•· :-.:t .. · -:= ::· o · .·. ;,, 2: = · o ·, ·2' ;: _:·:; d ... ·, ·.· 2. :.;·.,. b-.. := 2. · 0... 2:: 371 M42 1 max -6.421 2 O 2 O 2 O 2 o 2 O 2 373 2 max -6.421 2 0 · 2 0 2 0 2 0 2 0 2 375 3 max -6.421 · 2 0 2 0 2 0 2 O 2 O 2 377 4 max -6.421 2 0 2 0 2 O 2 O 2 O 2 379 5 max -6.421 2 O 2 O 2 O 2 0 2 O 2 381 M43 1 max O 2 O 2 o 2 o 2 o 2 o 2 382 ·: . . , ;min ---:.(:) 2:.: .. · (}; ·2.:;. ;,: _:: o:>-_: '.,.2< • (j\':·:_·_· ': 2·.: : . o-• ·2.--.' ·. o '. :. 2• • 383 2 max O 2 O 2 -o 2 o 2 o 2 o 2 385 3 max O 2 O 2 O 2 o 2 O 2 O 2 387 4 max 0 2 0 2 0 2 0 2 0 2 0 2 389 5 max 0 2 0 2 0 2 0 2 0 2 0 2 391 M44 1 max O 2 O 2 0 2 0 2 O 2 O 2 392 · --. • · ··, -min : . o • -· 2 .-: ,: _. ct. : ... , .. :: -2: = -. . .: a~ 2 o · · · 2, · · · · o • · z -o · ._ 2 · 393 2 max o 2 o 2 o 2 o 2 O 2 O 2 _394<_,.·.. ·mlri-.;-o .:r.-·':.·:c(,,·• 2• .· a ·2 -·o, .-2.: :, .. .-o-·:._ 2 o• -2 395 3 max 0 2 0 2 0 2 0 2 0 2 0 2 397 4 max O 2 O 2 O 2 0 2 0 2 0 2 398 mfr:1 · --0 · 2 0 ... · · 2. d-2: b · 2 0 .. · 2, ·· · 6 2 399 5 max O 2 0 2 0 2 0 2 O 2 O 2 400 . min -• o -2 · · · o · :· 2 · · · · · o · 2 o 2. . O· · 2 o -· 2 401 M45 1 max -6.426 2 0 2 0 2 0 2 0 2 0 2 402 ·min· =_5.452: 3 0: 2 -· 0 -2 b 2 O 2 ·· O 2 403 2 max -6.426 2 O 2 O 2 0 2 0 2 O 2 404 _.-min :.:-6.452· · 3--o .2 ·o · -·.2 · o 2 ·. o· 2 o 2 405 3 max -6.426 2 O 2 O 2 0 2 O 2 O 2 · 406 · : · min -6.452 · 3 · . ·. 0 -. · _. 2 o 2 O 2 O. 2 d · 2 407 4 max -6.426 2 0 2 0 2 0 2 0 2 O 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 12 8ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearrkl le z Shearrkl le Tornuerk-ftl le v-v Momen... le z-z Momen ... le 408 · ... ·min . -6.452" . 3 .1 ·_ • o. 2 · ·_ o.'..' 2 ,.-, o · 2 o · : 2 -o -2 409 5 max -6.426 2 0 2 0 2 0 2 0 2 0 2 410· min··-~6.452' ·a·-: .. ·(j:::-·2 ·o .. ··· 2 -_,o: ··2 O 2 :6·-· 2- 411 M46 1 max -6.223 3 0 2 0 2 0 2 0 2 0 2 412 ··.min:-6.244:': ... 2.: .. :o·,· .2·· n·-:-··2. o-: :2 o,' 2 o· 2 413 2 max -6.223 3 0 2 0 2 0 2 0 2 0 2 414-· :,.:.·min,·'.~e.244/.:._2.:··o:' .. _ 2··,·.o·.:_~.:-2 o 2 -·o 2 ·.o 2:: 415 3 max -6.223 3 0 2 0 2 0 2 0 2 0 2 41'6 : ·min· " . .:6.244. : 2.> /·oc; . '.2-·· . o:":: 2 ff·. -·. 2 --o ·· ·' 2, O: · '. 2 417 4 max -6.223 3 0 2 0 2 0 2 O 2 O 2 Ats . ..,_ ,-:.:.. . :.rhlh-. _ :.e.244 · -2. ·. o-:· .. ~2 _ · -· o; · 2., · :_ o: 2 •-.-· :_ o: ·· , :. 2.'. . · o-. · 2 419 5 max -6.223 3 0 2 0 2 0 2 0 2 O 2 A-2(f ··.:·. .. min.· ~6.244:' ;}2:·:· ·o ,::_c·-2·_ ··:o-> ·:·2 ,. :: o:-2. · o -2. ·er · ··2 421 M47 1 max O 2 0 2 0 2 0 2 0 2 O 2 422:1,::-. :_."; .. · .. ·.:·:.>min· .. :a· .. : ·.::r .... o 2: Jr: .·z· ·.:-o_· .i2:.· .:-ff-.. ·· z· ;cf · · 2~ 423 2 max O 2 0 2 0 2 0 2 0 2 O 2 '424: ,,'.._ ::-. ~; ··., -, , ,, · .'. .miit.·. -:.a. · ··.:·:· .2 . '· ·ti'· . ': 2 . b,>' > ·2-:· ~--. o _: . 2 < :O ·.<. :· 2.' .o _' .· 2 425 3 max O 2 O 2 O 2 O 2 O 2 O 2 426 mln .: o, .... : ~ 2 :· 'O:' -·: 2:. : , -0 ·. : : ' 2' , -O· -2 -: · . Cl--. _ .. 2 .'. ; .. -: 0·. ; 2· 427 4 max O 2 O 2 O 2 O 2 o 2 o 2 428. · · -. -::.· ... :· .'-·: m,h _:: . b.: :' ."'2 · ,;' , tf . · · :. :2. :.' ': o<" : -::·i·J:_·-/ O· .. 2: < >-'·o-,:; :: :: 2,.; ·: ;,.6 .-· 2- 429 5 max O 2 O 2 O 2 o 2 O 2 o 2 430·. ,, ... ·': i ::<: rrflll., . -.. 0'..· .. : 2:·: ct .::· .. 2-: .:, :· b .. ::··:: ._ 2.<·· :. o.. .. 2. · .: o =~ ':·-: .. 2/ :·, ,.,.o .. <-·. 2: .. 431 M48 1 max O · 2 O 2 O 2 O 2 o 2 o 2 -432 .. i.\~. ·:···· ... ::.;'.'::·,.mirt· .. J), .. -'::'.:::z:·;, :'-cf: ... '2 ,:;.-:·0:· ·.2',., .. ,::'~·0·; .:t,':.', 0 :·, .. :;2\ O', ,-.. :.2- 433 2 max O 2 0 2 0 2 O 2 O 2 O 2 434.,, :-·,;,{;, . .'•,·,.'.".'rriiri .. ,.":. O'>.: ·2: ., -er··: :2· __ --:o ), 2:·>··:0·':;· .-2 .. t_ o·. ,.,2 ·o· 2 435 3 max O 2 O 2 O 2 o 2 O 2 o 2 · .;435 ... ;_,. .,·.> _ hi'1ff· · ·.oi>;·., 2.: , ... _ :o:.~>,.-2·,:,-_.·o: ·, 2 o·. ·, 2-<, .. o , .. ,.;· .·-2 .. : -i·o, .-.-::2. 437 4 max 0 2 o 2 o 2 o 2 0 2 o 2 438·, .. ·_ <min,::_.o:· -~·2, <:tel.-·.:::f;:···_:o•·-.. 2, 0--.-::2 .. :.:.;, o·.:-_: 2 -.:_o .2 439 5 max O 2 o 2 o 2 o 2 o 2 o 2 '44cL· ... :· :. min ,' _::.--a -.i :: 2' --0.cr· :_:;.:, ·2·-: .. : o·.-.< .z: ,-· ., o ,· · 2 . o.. -. _:.2-o · ·. . z_. 441 M49 1 max -6.258 3. 0 2 0 2 0 2 0 2 0 2 442.':·.: : .. min :-6'.278:,,,::'2·-o;· >2;: · 0'.: 2'··>ci,· 2 0. :·:2 0 :-.2 443 2 max -6.258 3 0 2 0 2 0 2 0 2 0 2 .444 ,,._.;min·:.--e.21a· i:. -.er.-:; :2 ::o,·. 2-o. ,2:. o.: :.2. o_·· .... ,2_: 445 3 max -6.258 3 0 2 0 2 0 2 0 2 0 2 :445. · . .-... -:~:.,min::_A,.21s:··· .. :2-,, ~<.a. ·:2·· ·. a:-.. ,·-:2,·-.,o; .2. :o.: :2.,-·o· ... ·:2 447 4 max -6.258 3 0 2 0 2 0 2 0 2 0 2 448. : ' ';'. 'fnir\· :· ~€L278> :2: .·: : cf . 2' '. ,: ', O : .. ··· · .2 _ :. O · . 2 . -CL . : .2 . _ o . -2 449 5 max -6.258 3 0 2 0 2 0 2 0 2 0 2 450· ,:.,, ·· :min ·.-6.278''.>:t.-···::o ··:2. -. 0<: >2-<O-·.2 O<:· 2 -o-... ·:z-. 451 M50 1 max 0 2 0 2 0 2 0 2 0 2 0 2 -452,. -·.·-min ·.a·, .2 ·a.:. 2--o.: 2 0, .2, :o .. ·. 2 .. a. '2 453 2 max 0 2 0 · 2 0 2 0 2 0 · 2 0 2 - ·454 ·., ... min. ··o.. .2, .. ··o; ..,, . 2 o· 2 O 2 · b 2 o· 2 455 3 max 0 2 0 2 0 2 0 2 0 2 0 2 456 ·.::'.min·'·._()_' 2 :··.0:: ..... :2--0-·'2· 0 2 0 .'2 b. '2 457 4 max 0 2 0 2 0 2 0 2 0 2 0 2 458 min · · O < · 2' '· 0 2 O 2 o · · 2 o 2 · o 2 459 5 max · 6 2 0 2 0 2 0 2 O 2 O 2 460 -min ·. -0 2· .. 0 2 0. -2 0 2 0 2 0 2 461 M51 1 max -6.467 2 0 2 0 2 O 2 O 2 O 2 462. min . -6.468' . 3. 0 · . · 2 · 0. 2 ·o 2 0 2 0 2 463 2 max -6.467 2 0 2 0 2 0 2 0 2 O 2 464 · min -6.468 · .3 0: --2 d · 2 0-2 O -2 O 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 13 Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialrkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 465 3 max -6.467 2 0 2 0 2 0 2 0 2 0 2 467 4 max -6.467 2 0 2 0 2 0 2 0 2 0 2 468 . · ·· · ... min . -6A68·'.. 3 .· : o · 2 o · · 2 (f 2:· o · : 2 o · 2 469 5 max -6.467 2 0 2 0 · 2 0 2 0 2 0 2 471 M52 1 max -6.463 2 0 2 0 2 0 2 0 2 0 2 472··,c· . .-m'iri·.·-6.464-:,i-3,'• :·o:.'.'·:,:t· · .o,·· .2,>·0-· · :i . o 2 ·, .o• · '2 473 2 max -6.463 2 0 2 0 2 0 2 O 2 O 2 475 3 max -6.463 2 0 2 0 2 0 2 0 2 0 2 477 4 max -6.463 2 0 2 0 2 0 2 0 2 0 2 479 5 max -6.463 2 0 2 0 2 0 2 0 2 0 2 481 M53 1 max O 2 0 2 0 2 0 2 0 2 0 2 483 2 max O 2 0 2 0 2 0 2 0 2 0 2 485 3 max O 2 · 0 2 0 2 0 2 O 2 0 2 487 4 max O 2 0 2 0 2 0 2 0 2 0 2 489 · 5 max 0 2 0 2 O 2 0 2 O 2 o 2 491 M50A 1 max .007 2 1.699 2 .31 2 0 2 0 2 0 2 493 2 max .007 2 .85 2 .155 2 0 2 1.004 2 -1.745 3 495 3 max .007 2 0 2 0 2 o 2 1.339 2 -2.327 3 497 4 max .007 2 . -.27 3 -.155 2 o 2 1.004 2 -1.745 3 499 5 max .007 2 -.54 3 -.31 2 o 2 o 2 o · 2 501 M51A 1 max -4.785 3 1.453 2 .265 2 o 2 o 2 o . 2 503 2 max -4.785 3 .726 2 .133 2 0 2 .734 2 -1.276 3 505 3 max -4.785 3 0 2 0 2 0 2 .979 2 -1.701 3 507 4 max -4.785 3 -.231 3 -.133 2 0 2 .734 2 -1.276 3 509 5 max -4.785 3 -.461 3 -.265 2 0 2 0 2 0 2 511 M52A 1 max -4.743 2 1.453 2 .265 2 0 2 0 2 0 2 s12:.. m'i'n -4.799.:. 3. --.461·· .3' •.:·.255, ··2 · {j 2 :o .... · .2 0 2· 513 2 max -4.743 2 .726 2 .133 2 0 2 .734 2 -1.276 3 51.4 . _.,' mih · ~4:799 ;. 3· · :-.231· 3-,. -.133 2: 0 ' 2 :_734 2 ~4.618 2 515 3 max -4.743 2 0 2 0 2 0 2 .979 2 -1.701 3 51.6 ·_, · · min . -4..79Jf 3-. · . ·o:.:. : ·. · 2 · , 0 ' 2 0: -·2 ... 979 2 -5.35.7-: 2 517 4 max -4.743 2 -.231 3 -.133 2 0 2 .734 2 -1.276 3 518' · min '.-4.199·· 3 -.726·· . 2, ~.133 . 2 . ·o 2 ' .734 2 -4.018 2 519 5 max -4.743 2 -.461 3 -.265 2 0 2 0 2 0 2 1 520 · · min · -4.799. 3-· -1-.453 2-<.265 .:2· o: 2 ·. b 2 o 2 521 M53A 1 max .006 3 1.699 2 .31 2 0 2 0 2 0 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 14 1 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko · Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torouefk-ft1 le v-v Momen ... le z-z Momen ... le 522 . . · , mfif. ·<o·M · 2 · .54 : · 3 .31. · · .:2 · o, · 2. ·• o, . ~. · 2-· o . 2 523 2 max .006 3 .85 2 .155 2 0 2 1.004 2 -1.745 3 524 min ·.005~·.·:2::.·,.·:21:,-3, '.155"::-2· o -2··1:004 :-2.: .::5.495 ·2 525 3 max .006 3 0 2 0 2 0 2 1.339 2 -2.327 3 526 . ,. .min • .006'. ·>2 .' : < o .: .. ·.z .· .· :0.: . ., 2' : ; · o· 2 • 1'.33!3'.-· 2 · -7.327 2 · 527 4 max .006 3 -.27 3 -.155 . 2 O 2 1.004 2 -1.745 3 s2a · •min. <006 2, -1 ~.85 ·. ·2· ·, -"·-155 · ·2· ; , . o· .. · . 2· .1,004· 2 -5.496 · · 2 529 5 max .006 3 -.54 3 -.31 2 0 2 0 2 O 2 53d · . : ,. ..: <min:-.·.oMi 2:.· ·,<::.f:599 :2·. -: :--d31 . · -·2 '-·' ·•· O: , 2 .. :cL · 2 o. · 2 531 M54 1 max 4.235 2 1.881 2 -.006 2 0 2 0 2 O 2 :532 ; :_; .-;-min ,:· -A.22 ;_:. 3 .;/L ;,599 :, · .· :r :·:·,·.;.OQ€V ' 3. ·. · · d, '· · -.· 2 .' , a> · : 2::. o . '. 2 533 2 max 4.235 2 .941 2 -.006 2 0 2 -.019 2 -1.422 3 .·534.: :. , . ·. , .. :. -min -·4:22 ... , .3,>. :. ·.299 t , 3. ::'.:.'.,bbi3:·' , s:· :, · .,"0 :, ·2 :: _,.;oz·;O. ,,3" ;.:404.7 , '2 535 3 max 3.925 2 O 2 .021 3 0 2 -.019 3 -1.897 3 535·:: • ·:. · .:': •i, .. : :-; .:·: 'h1in-:. , .. 3J;i,1: ,·;. · .3,: .. :,: .. ,-.0: :: . , 2 .... 019 _·:. 2: · · .: o . ·2·. '·.:..02 . 2 . -5.96 :·., .2 537 4 max 3.925 2 -.299 3 .021 3 0 2 .048 3 -1.422 3 538 , . mfn 3.91. · _:3 ; .~_941 : · _.~2· · .. ·.: :019 .·. · .. · 2 ·: , · o, 2 : .039 ; : 2 -4.47 · 2-- 539 5 max 3.614 2 -.599 3 -.037 2 0 2 0 2 0 2 540. , . ·, min , '3.599 · 3 .. · .,;1'.881-' 2 .. -. -:b44:: . •3·. :; :.'. b. . ··, 2 :a .: · ... 2 . o _: 2 541 M55 1 max .271 2 1.88 2 -.015 3 0 2 0 2 0 2 542':• .. -.J.·,. ···,c·,· rriin:·,.:.z55-:_;'.;3 ·,:'<598'; 3 .... :\,,Qft•·,··,2 .,:(l' .. ·· 2•:::,<0.: .·2 ;,.o .. ,, ·,2 543 2 max .271 2 .94 2 -.015 3 0 2 -.047 3 -1.42 3 •:544'.· .mfr1.-:2ss;:_~:3J:·. :2eg·-.·3,· ... -:: .. b·1T ·2 ·-.0-···.2 .. <Oss•· .2:':·A.453•::-2::. 545 3 max -.04 2 0 2 .023 2 -.002 3 .002 2 -1.894 3 >546:::., '! , · . ·,;: . · . : ... / .. mrri<~~ -,05!'L.:.•-:3: ~.,.:: o->. , . 2: ·: .. 02, ... :::. t· 3· ·,..;006' . 2.-.. · .bOZ· · .···3· '.' :-o5.9fr::: ,. 2 547 4 max -.35 2. -.299 3 -.014 3 -.002 3 .052 2 -1.42 3 548:,. ·. ".,,, ;'min.•:: ,,.366 _:, 3:,: ,~·.94, . , :2 : ... ,..M6 · 2 <. _,,.~006 · 2.· .· ·: .64s,.: . · '3 . :A'.4'63-· -··2-· 549 5 max -.35 2 -.598 3 -.014 3 -.002 3 0 2 0 2 ··s5o· ·· ·· · ... : .. ·_ :. ' mn,-.· .:..see· ( ,:3: .; ,.,.1.8a· 2:.;: .• :·;.:ot6··, ·2 :.:.006, .. ·::2, .... ff . 2 · · o, .... :• ;·2,' 551 M56 1 max .931 3 1.881 2 -.044 2 0 2 0. 2 0 2 :5s2:· . .:_,.·,::;:,.. ·. :mir-r,: .'931 '"1:2'.: ,599' ),'3, ! ::0.052 3 · · ,6,: · .2; . ..-_.,.-,Q · :-.-'2: .. ·b'' .. :.:2. 553 2 max .621 3 .941 2 .022 3 0 2 -.039 2 -1.422 3 :.554.',, ·:, . .. ''mih· .. ,,.62'.. :.2.: .29'9" :,-·3 ·:·: .0'.19' '2:·:, .· ·ff:·.·, ,·z <.·.\;()4fL ,.'3'· ~4AT~' 2· 555 3 max .621 3 0 2 .022 3 0 2 .021 2 -1.897 3 '55Eb> min,.' .. 62 z · cL· . 2. :.: .b19.:· ·· 2' o .. · '·2-:-:02:, · · 3· .. .;5.9'6'. · ·_ 2 557 4 max .31 3 -.299 3 -.006 2 o 2 .021 3 -1.422 3 558 · · · min· .31-2 • . .,_941°,. 2L : ·.~;oo.1.:: .. 3 · o 2 .b2. · · 2 -4.47. : 2 .: 559 5 max .31 3 -.599 3 -.006 2 o 2 o 2 o 2 560·. ·, '· ·.· · min:-.31 i ·: -t.881.,~.,-·2::.,,-~·:007 ... 3. · · .a .. :. ,·z · :. n.-:• , 2: o·<·· i 561 M57 1 max -.006 2 1.699 2 -.31 2 o 2 o 2 o 2 , 562 · .nfin '.~<001: · . 3 : : .54 · , . ·3.:<: .:_3·1, ... ,2 • :,-:.· o 2 .. :·:tL · ·, 2-. o'. -. : 2. 563 2 max -.006 2 .85 2 -.155 2 o 2 -1.004 2 -1.745 3 se4:C: 'min··,:-:.oo?:-·3:·. ::.--.2.r·:3:·:.·.:,;:.1ss··.··2 ,,, o·· ·2. ·-1:.004 2 ·-5.496· ·.-2· 565 3 max -.006 2 0 2 0 2 0 2 -1.339 2 -2.327 3 566 min. :-.007 . 3' .. o.·.: ·'. :t. o: ·. 2 .. : · o · 2· · -1:339 2 -1.327. · 2 567 4 max -.006 2 -.27 3 .155 2 · 0 2 -1.0U4 2 -1.745 3 568 · min . .::ooo/ .<f :-.85 ...... 2 ··.1.s5· :2 o. · 2· ·-1'.004····2---5A96 2 569 5 max -.006 2 -.54 3 .31 2 o 2 o 2 o 2 570' ... · · miri . · -,.00.7/ 3 · ,;1.699.' · 2 ,31. · 2 · · 0 .. · · 2 .. b .· · · 2. · · 0 · 2 571 M58 1 max 5.012 3 1.089 2 . -.206 3 .004 2 .05 2 -.003 3 572. : . min ;:·' 4.839. . 2 ·. · ·_345 · :r :..207 . 2 .002 · 3 ,' .048 3· -.006 2 573 2 max 5.012 3 .362 2 -.073 3 .004 2 -.467 3 -.849 3 574 'min '. 4:839" 2 ; .114''· .3'· ,, -.074: 2 · .002' 3 -.469 2 .·.-2.681" · 2 575 3 max 5.012 3 -.117 3 .059 3 .004 2 -.493 3 -.844 3 576 -.. min . 4.839 2 -.364 2. · . ·.058 2 .-.002 3 -.499 2--2.677 2 577 4 max 5.012 3 -.347 3 .192 3 .004 2 -.029 3 .012 3 578 : · min . 4'.839 ,· 2 . -1.091., 2. .191 . 2 .002 3 -.039 2 . . .066 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 15 Company : Horowitz Taylor Kushkaki Jan 26, 2011 1:42 PM Designer : Dave Maestas Checked By: __ Job Number: Nemko Envelope Member Section Forces (Continued) Member Sec Axialrkl le v Shearrkl le z Shearrkl le Tornuerk-ftl le v-v Momen... le z-z Momen... le 579 5 max 5.012 3 -.578 3 .325 3 .004 2 .925 3 5.367 2 580 ··-:. , . ·. min 4.fi39·>. : 2 · :<-1:8.1.7 · 2i ·. · .. 324: .. 2 ,00.2 3 : .91 · · 2 1.718: 3 581 M59 1 max 5 2 1.834 2 -.317 2 .004 2 .925 3 5.367 2 582. min 4.993/-' _3: .. :.585< ... 3 ·.· .. ,,._32°2·:. :3 ... 002. 3 .. 91 · 2 1:718 3 583 2 max 5 2 1.107 2 -.184 2 .004 2 -.015 2 -.015 3 584. min ·· 4.993·.>-,3 . :.:.355::: 3· .: -.'189.. -.. 3·· .. 0012° · · 3 , ·. -:Ms · 3· :.:osE(: ·-2 585 3 max 5 2 .381 2 --.052 2 .004 2 -.45 2 -.898 3 586 .. ,. ;min .. 4.993 -.:. ··,.3 . :," -:124. . : .3 . ·: ·;_Q56 •· 3. •·· .: .002 . 3 : ~Ai1 3 .. ~2.S:.-. · · 2 587 4 max 5 2 -.107 3 .081 2 .004 2 -.396 2 -.93 3 ·588 ':· 589 5 max 5 2 -.337 3 .214 2 .004 2 .148 2 -.111 3 '590 .·, :::·.·. - 591 M60 1 max -.007 3 1.699 2 -.31 2 0 2 0 2 0 2 . 592~· ;· ~ ', . .-· ·,· 593 2 max -.007 3 .85 2 -.155 2 0 2 -1.004 2 -1.745 3 59°4'.' . . . .:,-.:~<_; .. 'mih , . .__:007:>' · 2 : '·::.27'.." .-·.s -. ''.:_rj,55'i .. · ·2 • (},:... . 2 :~1.004·. :_ 2· .. ~5.496/' · .:2. 595 3 max -.007 3 0 2 0 2 0 2 -1.339 2 -2.327 3 595·,·· · 597 4 max -.007 3 -.27 3 .155 2 0 2 -1.004 2 -1.745 3 59fL·.-' _< .·. --- 5 max -.007 3 -.54 3 .31 2 0 2 0 2 0 2 601 M61 1 max .31 3 1.869 2 .007 2 0 2 O 2 O 2 ,, ... >.<.min ·:·.31',·· .·2-:.~ :-s9s ·.:·3' .. ;::·007 .·._s_: ·_·a·:· ·2.,.; .. o.'>·2·:._ •.ct.,.,2: 603 604':. · 605 607 609 :510·:,_, '.:·: · :. 611 M62 '·612.;'.,:_ ·. ··.· .. ·. 613 -614 · 621 M63 622 ···:.·. 623 '."'624-·:· 625 626, 627 628 · 629 63b: 631 M68 632·. · 633 634 635 2 max .31 3 .929 2 .007 2 0 2 .022 2 -1.411 3 3 max .621 3 -.004 3 -.025 3 0 2 .019 3 -1.873 3 4 max .621 3 -.303 3 -.025 3 0 2 -.06 3 -1.387 3 5 max .931 3 -.603 3 .078 2 0 2 .008 2 .153 2 1 max -.345 2 1.88 2 .011 3 0 2 0 2 · 0 2 2 max -.345 2 .94 2 .011 3 0 2 .035 3 -1.42 3 3 max -.034 2 0 2 -.012 2 0 2 .002 3 -1.894 3 4 max .276 2 -.299 3 .011 3 O 2 -.029 2 -1.42 3 5 max .276 2 -.598 3 .011 3 0 2 0 2 0 2 min·.2s8:>·i·· . .:r.ss·1-·-':009,: 2 ·-o: -2 >o-.· i .o· :.2 1 max 3.59 2 1.881 2 .061 2 O 2 O 2 0 2 min ... 3.sg,y:.3 . .-. :'..599 t~s::> :.054 3. CJ° 2 · o .. · · 2 · · o.. 2 2 max 3.901 2 .941 2 -.024 3 O 2 .069 2 -1.422 3 3 max 3.901 2 O 2 -.024 3 0 2 -.016 2 -1.897 3 miri·.3;9_.;__3··.,':·:b-.::·.--2:·· .. :.027 ··2 o· ·2.· -.017· 3' ~5.96-2· 4 max 4.211 2 -.299 3 .007 2 o 2 -.02 3 -1.422 3 min 4.2H :, 3 : . ..,.941' · 2.. . .006' . 3 'o · 2 -.021 2 · -4.41· 2 5 max 4.211 2 -.599 3 .007 2 o 2 o 2 o 2 min . 4.2'11". .3 -1.881<. 2-· .006. 3. 0. 2 0 .. 2 0 ·2 1 max .165 2 O 2 o 2 o 2 O 2 O 2 min <s. . 3 · 0 . -· 2 · • 0 2 0 . 2 0 2 · 0 2 2 max .165 2 O 2 O 2 o 2 O 2 O 2 ·. · min -.3 · · . 3 · d · 2 ·_ 0 . ·· -2 0 2 0 2 · 0 2 3 max .165 2 o 2 o 2 o 2 o 2 o 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 16 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torouefk-ftl le v-v Momen... le z-z Momen ... le .636 .· min :.·-,3·· '3'.:<(). ·2. ·o-. 2. ·.:'o··· ·2 0. ·2 . ·o 2 637 4 max .165 2 0 2 0 2 0 2 0 2 O 2 639 5 max .165 2 O 2 0 2 0 2 0 2 O 2 540· mln .:.,::3-.--.3: o ... -2;··· .. ·o. ,-2 ·_ o··.··. ·2-o ·· ;2 o: 2 641 M69 1 max .026 2 O 2 0 2 0 2 0 2 O 2 J142 -miri .-,.,292,-. .::,-. ·_·3 .·. ·:-. ·:o., 2_:_ · .· : o: · :. · · · 2 · · o . 2 o'.. ·: . 2 · ·: o. . 2. 643 2 max .026 2 0 2 0 2 0 2 0 2 O 2 644.:. · '." · .. :min::. :._2'!:~2-. · 3. \.: 0 .. :.2' :',o'.~-. · .2 .-: . ·. o·.:: : 2. 0 _._ .... 2 ·. 0. , ,. ·:.2 645 3 max .026 2 0 2 0 2 0 2 0 2 0 2 646': · ···,, · . · -min .. ·~.292. (: 1f'' -:' o ·· .2-· o·: .-· ··2. ·o:: ·. :. ::2' >iJ .i .2' -· · .er, · 2. 647 4 max .026 2 0 2 0 2 O 2 0 2 O 2 649 5 max .026 2 0 2 0 2 0 2 O 2 O 2 651 M70 1 max -.219 2 .002 2 0 2 .003 3 -.003 3 .024 2 552···: ··-·... · .-.min':.,.45l:.-.'-3,:.·;--.ObL: .. ·:3:::.-.':(:J..:.:3.:,~· :.ooz,_.,. 2.:·:a..oor-·· 2. : .. d1a .. i:3- 653 2 max -.219 2 .002 2 0 2 .003 3 -.002 3 .018 2 655 3 max -.219 2 .002 2 0 2 .003 3 -.001 3 .012 2 657 4 max -.219 2 .002 2 0 2 .003 3 O 3 .005 2 659 5 max -.219 2 .002 2 0 2 .003 3 0 2 O 2 661 M71 1 max -.014 2 0 2 0 2 O 2 O 2 O 2 663 2 max -.014 2 0 2 0 2 0 2 0 2 O 2 665 3 max -.014 2 0 2 0 2 O 2 0 2 O 2 -666. 'mlil\,,.;,448.,:'.3,.:····'.·o····:2.\. ,o:,-• .. z; ·o 2··;•·:o,. ·2 o., 2 667 4 max -.014 2 O 2 o 2 O 2 O 2 o 2 .668 · .· .. ,.·:. Tri in :: ..... 448.· · --3'. : .... ·'o,: .~ •. ::2( ''.:: .·ct:.· :· . 2 . .-.. ': .. CL' .. ·z.:. :. :. ff"· .. 2. ·: ·.· o.:: . ::2.: 669 5 max -.014 2 O 2 o 2 o 2 O 2 O 2 671 M72 1 max 4.694 3 0 2 0 2 o 2 0 2 0 2 672 .· min. 4.694:. ::z_:: 'o:> ':2: o · :2c'·: "O.·.: .. · .. 2. .o -2. -.o· ··2 673 2 max 4.694 3 O 2 O 2 O 2 O 2 O 2 674 mih .. ·4.694> ·2:, -:o.; .:r .:_·: .. o,.· ~:-2 0 2 0 2 o . : 2 675 3 max 4.694 3 0 2 0 2 0 2 0 2 0 2 676. ,_. . :: mln.,.. 4,694 .-,.2 '· ·.··c);:: · 2 <:-.-o· · .2· · <. o.· · 2 ·. · .. o: 2 · . o:. · .2 677 4 max 4.694 3 O 2 o 2 o 2 O 2 O 2 61tf · hi'in .. 4.694 . :_z, ..... · (J : 2 . 6 . · , .. 2 : ·.. ,0:,. 2 0-.. · 2 o 2 679 5 max 4.694 3 O 2 o 2 O 2 O 2 O 2 '680 min 4.694::. · 2 · · · 0 · · ; 2 0 2 0 2.. . 6 .. · · 2 · 0 2' 68'f M73 1 max 4.534 2 d 2 o 2 o 2 0 2 O 2 -.-6821 · min.· 4;s-19· .. 3 ·o: ·2.-·, -o. · 2 · 0 · 2 o 2 · o; 2 683 2 max 4.534 2 O 2 o 2 o 2 O 2 o 2 684 min .4.519., 3 •.. :· 0 :2·', .·o ··2 . 0.. 2 O 2 0 2 685 3 max 4.534 2 O 2 0 2 0 2 0 2 O 2 686 min . : 4.519. · . 3 · · : d ·. 2' O 2 O . · 2 · 0 2 O 2 687 4 max 4.534 2 o 2 O 2 O 2 O 2 o 2 688 .. · , min 4.519; -'3 · · 0 :-2.· 0 2 O 2 O 2 O 2 689 5 max 4.534 2 o 2 O 2 O 2 O 2 o 2 690 min:· ·4:519 · · 3 · 0 · · 2 0 2 0 2 o--2 O · 2 691 M7 4 1 max 4.51 2 O 2 0 2 0 2 0 2 O 2 692 min-'4.509·· 3 ···O 2 o 2-o 2 o 2 ·o 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 17 Gompany Horowitz Taylor Kushkaki Designer Dave Maestas Job Number Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le · Tornuerk-ftl le v-v Momen... le z-z Momen... le 693 -2 max 4.51 2 0 2 0 2 0 2 0 2 0 2 694 min-:' 4.569\ 3.> ff 2. o 2 o 2 6 · , 2 o, 2 695 3 max 4.51 2 0 2 0 2 0 2 O 2 O 2 696 min 4.509· 3 o 2 . . o 2 o · 2 -· o· 2 · b. 2 697 4 max 4.51' 2 0 2 0 2 0 2 0 2 0 2 699 5 max 4.51 2 0 2 0 2 0 2 O 2 O 2 .7d0.,.: __ :min~4.50fr 3 :;_:.;-o·· ~2 'O, :2. o 2 .o. 2 o. ,2 701 M75 1 max 4.682 3 O 2 0 2 0 2 O 2 O 2 703 2 max 4.682 3 0 2 0 2 0 2 0 2 O 2 704-:'.:· / .-<,,, · " .• 'ITlin. 4'.663.::.: · .2 .. : 6;: .. :.2,. -:._·(i \ · '2 , 0 --· . '2 .. :·:::-. d (· · 2 · · ·o".,< .. 2: 705 3 max 4.682 3 0 2 0 2 0 2 0 2 0 2 707 4 max 4.682 3 0 2 0 2 O 2 O 2 O 2 709 5 max 4.682 3 0 2 0 2 O 2 0 2 0 2 711 M72A 1 max .035 2 0 2 .3·1 2 O 2 0 2 0 2 713 2 max .035 2 0 2 .155 2 O 2 1.004 2 0 2 715 3 max .035 2 O 2 o 2 o 2 1.339 2 O 2 717 4 max .035 2 0 2 -.155 2 0 2 1.004 2 0 2 719 5 max .035 2 0 2 -.31 2 0 2 0 2 0 2 721 M73A 1 max .117 2 0 2 .265 2 0 2 0 2 0 2 723 2 max .117 2 O 2 .133 2 O 2 .734 2 O 2 725 3 max .117 2 0 2 O 2 O 2 .979 2 0 2 727 4 max .117 2 O 2 -.133 2 o 2 . 734 2 o 2 .128.:--· min .He·~· 3 · · .. b~ · _. 2-.: ~.133· ·2 o: 2 _734·,. 2 a,. 2' 729 5 max .117 2 0 2 -.265 2 O 2 0 2 O 2 :.o/30·;,. . ... mn,: -·.11-£f-.::--·,3.-. o:.:. i'2' :':'~.26s 2 ·· o .2 ·o. 2 · o 2 731 M7 4A 1 max .115 3 O 2 .265 2 O 2 O 2 o 2 733 2 max .115 3 o 2 .133 2 O 2 . 734 2 O 2 ·134 ·-min :_1,14 '·,2.-.0''·.'2·;.:, .t33 ,2 0, .2 ·--.734 2 (). 2· 735 3 max .115 3 o 2 o 2 O 2 .979 2 o 2 737 4 max .115 3 o 2 -.133 2 O 2 .734 2 o 2 739 5 max .115 3 O 2 -.265 2 0 2 0 2 O 2 740 mih .114·,_:' 2 0: ... , .. 2· .-.265 2 o 2 o 2 O 2 741 M75A 1 max .028 3 O 2 .31 2 0 2 0 2 O 2 ·742. {. min :025-._ 2· o. .2··-··.31. 2 6 2 0 2 o 2 7 43 2 max .028 3 0 2 .155 2 0 2 1 . 004 2 O 2 •744 min ·.025 -2-0. . 2-.1°55 2 6-2 1.004 2 b ·· 2. 7 45 3 max .028 3 o 2 O 2 O 2 1.339 2 O 2 746 min · .025 .,':. 2 , O' " 2 0 2 o 2 1.339 2 O 2 747 4 max .028 3 O 2 -.155 2 0 2 1.004 2 O 2 7'48 min .025 .. 2 0 2 .:.155· 2 0 2 1.004 2 0 2 749 5 max .028 3 0 2 -.31 2 O 2 O 2 O 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 18 Company Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Tornuefk-ftl le v-v Momen... le z-z Momen ... le 750. . min · .0'25-·i ·:2 ·· · <o:. ~. ·: 2 ' -.3f · 2 .o: 0·2 · o : 2 ·o 2 751 M76 1 max -.031 3 0 2 .31 2 0 2 0 2 0 2 753 2 max -.031 3 0 2 .155 2 b 2 1.004 2 0 2 755 3 max -.031 3 0 2 0 2 0 2 1.339 2 0 2 756·',·. · ... min :·.,.,..033·: 2. . 01 ·, ... 2·· _.: .dt:. ,2, .. : ·o · 2 1.339. 2 · o ... : 2. 757 4 max -.031 3 0 2 -.155 2 0 2 1.004 2 0 2 759 5 max -.031 3 0 2 -.31 2 · 0 2 0 2 0 2 761 M77 1 max -.116 3 O 2 .265 2 O 2 O 2 O 2 763 2 max -.116 3 O 2 .133 2 O 2 .734 2 O 2 765 3 max -.116 3 O 2 o 2 o 2 .979 2 O 2 767 4 max -.116 3 O 2 -.133 2 O 2 .734 2 O 2 769 5 max -.116 3 0 2 -.265 2 0 2 0 2 0 2 771 M78 1 max -.115 2 0 2 .265 2 0 2 O 2 0 2 773 2 max -.115 2 0 2 .133 2 0 2 . 734 2 0 2 775 3 max -.115 2 O 2 o 2 O 2 .979 2 o 2 777 4 max -.115 2 O 2 -.133 2 0 2 . 734 2 O 2 779 5 max -.115 2 0 2 -.265 2 0 2 0 2 0 2 781 M79 1 max -.025 2 O 2 .31 2 O 2 O 2 o 2 783 2 max -.025 2 O 2 .155 2 O 2 1.004 2 O 2 785 3 max -.025 2 0 2 0 2 0 2 1.339 2 0 2 787 4 max -.025 2 O 2 -.155 2 0 2 1.004 2 o 2 789 5 max -.025 2 0 2 -.31 2 0 2 0 2 0 2 791 M80 1 max 4.433 2 0 2 0 2 0 2 0 2 0 2 ·792 tnin·:a.429.:.i·!J.· .. _,,_o .. 2· :o,.< .·2:. o 2 .... o· ·2 tf··:2 793 2 max 4.433 2 0 2 0 2 0 2 O 2 0 2 :?94 ,, . '. mrn . AA29. 3 : ·, 0 2 o-2. .'.0· . . · 2 · 0 . 2. : . 0. 2· 795 3 max 4.433 · 2 0 · · ·2 6 2 · b 2 0 2 d 2 79't3' ·min ·,:4.4zg.'. 3 ,, .o:.• 2. o· 2· .b · .2 o· 2 o· .2 797 4 max 4.433 2 0 2 0 2 O 2 O 2 O 2 ·798' mih ·,4.4z9;, .·3 · 0. 2 O ·2· 0 · . 2 6 2 o 2 799 5 max 4.433 2 0 2 0 2 O 2 O 2 O 2 800 min . 4A29 : -3 · : o · :,2: ·. · d 2 Q. 2 • ·. O : · 2 · o 2 801 M81 1 max -4.381 2 0 2 0 2 0 2 0 2 0 2 802 . niih -4.402: . 3 b ·2 o· · 2 o 2 o · 2 o 2 803 2 max -4.381 2 0 2 0 2 · 0 2 0 2 0 2 · 804 . min · -4A02:. 3 6 2. o -· .. 2 0 . 2 o 2 o. 2 805 3 max -4.381 2 0 2 0 2 0 2 0 2 0 2 806 min .:4.402 · 3 b 2 a-. 2 O · 2 O 2 o 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 19 eompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialrkl le v Shearfkl le z Shearfkl le Torouefk-ftl le v-v Momen... le z-z Momen ... le 807 4 max -4.381 2 · O 2 o 2 O 2 O 2 O 2 ·808 . : min , ~4.402 · :3°. . 0 .: 2·. : o·, _: ·2 O.' 2 0 2 . 0 2 809 5 max -4.381 2 O 2 o 2 O 2 O 2 O 2 810 min .-A.462': · 3:.. -0 · 2 · i. ·0 · 2 ci. 2 · 0 . 2 ·· · (:>' · 2 811 M82 1 max 4.452 2 O 2 0 2 0 2 0 2 0 2 312 :: mfr1-· 4.435·., __ ·. 3:_ · :.: 0-: · · 2 :-. .-_ ct i . -: o: 2 o> 2 · · . Cl · ·· 2, 813 2 max 4.452 2 O 2 0 2 0 2 0 2 0 2 815 3 max 4.452 2 O 2 O 2 O 2 O 2 O 2 817 4 max 4.452 2 o 2 O 2 O 2 O 2 O 2 819 5 max 4.452 2 O 2 0 2 0 2 0 2 O 2 821 M83 1 max -4.411 2 O 2 0 2 0 2 0 2 O 2 823 2 max -4.411 2 0 2 0 2 0 2 O 2 0 2 825 3 max -4.411 2 0 2 0 2 0 2 0 2 O 2 827 4 max -4.411 2 0 2 0 2 0 2 0 2 O 2 829 . 5 max -4.411 2 0 2 0 2 0 2 0 2 O 2 831 M84 1 max .088 2 0 2 .31 2 0 2 0 2 0 2 833 2 max .088 2 0 2 .155 2 0 2 1.004 2 O 2 835 3 max .088 · 2 0 2 0 2 0 2 1.339 2 O 2 837 4 max .088 2 0 2 -.155 2 0 2 1.004 2 O 2 839 5 max .088 2 0 2 -.31 2 0 2 0 2 O 2 841 · M85 1 max .264 2 0 2 .265 2 0 2 0 2 0 2 843 2 max .264 2 0 2 .133 2 O 2 . 734 2 O 2 845 3 max .264 2 0 2 O 2 O 2 .979 2 O 2 847 4 max .264 2 0 2 -.133 2 0 2 .734 2 0 2 ,848-. . 'min ·.256' ,"::.3i · .(l _.: :-:2.' :,~:133:· 2· 0: · · 2 .734 · 2. ··,. ·6.·.:: · 2 849 5 max .264 2 0 2 -.265 2 O 2 O 2 O 2 851 M86 1 max .244 3 0 2 .265 2 0 2 O 2 0 2 853 2 max .244 3 O 2 .133 2 o 2 .734 2 o 2 854 min ·. -.235 · 2 ·o:i 2 · :133· · ·-2 o · · .2' ·.734 2 ci.-2 855 3 max .244 3 O 2 o 2 o 2 .979 2 o 2 856: min .· .°2"35 2 ·. O . ··2 ·: o· . 2. : O 2 .979 · 2 o 2 857 4 max .244 3 o 2 -.133 2 o 2 .734 2 O 2 858 · · miri .235.-2 · o . ·· · 2 · -.133 2 : · o . 2 .734 2 o . . 2 859 5 max .244 3 o 2 -.265 2 O 2 O 2 o 2 860. min:. · .235>. .2 ' O. · 2 -.265 2· o · · 2 o 2 o· 2 861 M87 1 max .066 3 o 2 .31 2 O 2 o 2 o 2 862 min· .· .056 .' 2: 0 2. · · .31 2 0 2 0-2 O · 2 863 2 max .066 3 o 2 .155 2 O 2 1.004 2 o 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 20 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 865 3 max .066 3 0 2 0 2 0 2 1.339 2 O 2 866 ·: .. ·min·.· .. 056 / .2 · -: .:_o:,. -2 O,· 2· 0 2· 1.339. '·2 ·O 2 867 4 max .066 3 0 2 -.155 2 0 2 1.004 2 0 2 '868 min-· .. 056:·> .. ,: 2-. O: <-· , 2 : : _,.._15t.=L ·2 o ·. · 2 .1.b04· · · 2· · .-o . · . 2 869 5 max .066 3 0 2 -.31 2 0 2 O 2 0 2 ·a'7(f' . , , ... , . ,: ., -:min ;U56 :···--2 . .' ·. d ; 2-· ' .. -.31-· 2, · -. o· · .2· b · .2 .o·. 2 871 M88 1 max -.021 2 0 2 .31 2 0 2 0 2 0 2 873 2 max -.021 2 0 2 .155 2 0 2 1.004 2 O 2 ,874·,' · ·min-:. ,.::.02o/'~· :.:r :: . : 0', •. 2,,; ·. ;.;f55:, 2 ': . o.:-: 2. ,. 1:064:·' ·. 2 · o< 2' 875 3 max -.021 2 0 2 0 2 0 2 1.339 2 0 2 877 4 max -.021 2 0 2 -.155 2 O 2 1.004 2 O 2 879 5 max -.021 2 0 2 -.31 2 O 2 O 2 O 2 881 . M89 1 max 3.21 3 0 2 .265 2 0 2 0 2 0 2 .:8s2·'·: min, . .:3.f9s.· .. :.2 · .-,0;·.,· .. 2· · · .265: · -2 _:_\:,o:.-, ·· 2-: ,; o -2. :a.--2. 883 2 max 3.21 3 O 2 .133 2 O 2 . 734 2 O 2 885 3 max 3.21 3 . O 2 O 2 o 2 .979 2 o 2 887 4 max 3.21 3 O 2 -.133 · 2 o 2 .734 2 o 2 889 5 max 3.21 3 0 2 -.265 2 O 2 0 2 0 2 891 M90 1 max 3.215 3 o 2 .265 2 o 2 O 2 O 2 893 2 max 3.215 3 O 2 .133 2 o 2 .734 2 O 2 895 3 max 3.215 3 O 2 o 2 O 2 .979 2 O 2 ·e95·, ..... ··· · ·.: .. ··. rhin · 3:209·:'i.-:2-: ... :·. ,6:;-. ·.2: ... ;_('f;.:./.·2 .. ·1·:_::0<. 2-_: __ 979 .. 2· .. , o· · ·2·.- 897 4 max 3.215 3 o 2 -.133 2 O 2 . 734 2 O 2 898 ·'mlri·' 3'."209\;(~-2:' ;_'·0° -2,;.:, .:..133::,.:2, 0 2;, ·_734 .. -2 · ..... ·o.: .. :2 899 5 max 3.215 3 O 2 -.265 2 0 2 0 2 0 2 .9.00.. .·min-;.:3:209::: ~L;· ·(), .. i-,:.--.265.": ·:z. .O·.: 2: · 0:. · -2 b-:: 2 901 M91 1 max -.035 3 O 2 .31 2 o 2 O 2 O 2 903 2 max -.035 3 0 2 .155 2 O 2 1.004 2 0 2 .904_ min :-:-;o4··'2,. o-.. ·_.2··,.-... 155,:.-2 ·:o· .. .-,'·2.·-1..004. 2. o···.·2 905 3 max -.035 3 0 2 0 2 0 2 1.339 2 0 2 906 min,:.·· .::.b4·:··=::: 2· o. ,, ,2: ,' o· .. : .. 2 . · 0. ·:·. 2· 1.339. ·. 2 . 6 : 2 907 4 max -.035 3 O 2 -.155 2 0 2 1.004 2 0 2 908 ... ·.min':"'' :::.04'' '.-·2 O .· '• . 2 : :--:155 2 .. 0. 2 · .1'.004 2 . 0 2 · 909 · 5 max -.035 3 o· · 2 -.3·r 2 -· o 2 o ·2 o 2 91 o · · · · .·. min· ··. :_04·; , 2 : o. 2. · · -.3t 2 · . o . · , 2 · o . · 2· o 2 911 M92 1 max .027 3 O 2 .31 2 O 2 0 2 0 2 912 · min·· ·· .. 021 . :: .2 · Q:·. · 2 · · .31, 2 (f · · 2· o · 2 · o 2. 913 2 max .027 3 0 2 .155 2 0 2 1.004 2 0 2 914 .·· ·min . :02f: ·. 2 o, -. : 2. · .155-: 2 o 2 · ·1.004 2 o 2 915 3 max .027 3 0 2 0 2 0 2 1.339 2 O 2 916 . min .021 .. : 2 ·o·.· 2 d ·. 2 O' 2 1.339 2 0 .2 917 '4 max .027 3 0 2 -.155 2 0 2 1.004 2 O 2 91·8 min· .021.·.· 2 ·.-o .. 2. ·-.155 ·2 o 2. 1.004 2 o 2 919 5 max .027 3 0 2 -.31 2 0 2 0 2 0 2 920, · min. · ·.021 .' -2 · O'.. . · ·2 -.31. 2. o 2 o 2 d 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 21 ~ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number : Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torauefk-ftl le v-v Momen... le z-z Momen... le 921 M93 1 max -3.219 3 0 2 .265 2 0 2 O 2 0 2 922 min•-3.222,_:-_2-·--o,··-2: .. '-.265 2 .o. :·2 .. .>·o·-2 o. 2·· 923 2 max -3.219 3 0 2 .133 2 0 2 . 734 2 O 2 924 ---min·-3.222•-·2,-·.·:o -,2· -:f33·····2···:o-· 2-._734-· 2· ·o_ 2· 925 3 max -3.219 3 0 2 0 2 0 2 .979 2 O 2 927 4 max -3.219 3 0 2 -.133 2 0 2 .734 2 O 2 928' ,·.' ·__ ,· ,-· 'm'in -·--3.222. '2'' :·:-:: O · · :·. 2 .. <133: : 2: ·., o:. .2; ·-.734 . 2 : -·er' 2 929 5 max -3.219 3 O 2 -.265 2 O 2 o 2 O 2 931 M94 1 max -3.224 3 O 2 .265 2 O 2 O 2 O 2 . 933 2 max -3.224 3 O 2 .133 2 O 2 . 734 2 O 2 935 3 max -3.224 3 o 2 o 2 o 2 .979 2 O 2 . 936' : .. , , · _, -~---.· min. ·. -3.234--. .2' ·, ,.: .o·: :·-· -~r -,:-:·0-_:--:: 2-· O · 2 .: · __ .979 . ' 2' _: 0. .: . 2. 937 4 max -3.224 3 o 2 -.133 2 o 2 .734 2 O 2 939 5 max -3.224 3 O 2 -.265 2 o 2 O 2 O 2 941 M95 1 max .04 2 O 2 .31 2 o 2 O 2 O 2 943 2 max .04 2 O 2 .155 2 O 2 1.004 2 O 2 945 3 max .04 2 o 2 o 2 O 2 1.339 2 O 2 947 4 max .04 2 0 2 -.155 2 0 2 1.004 2 0 2 949 5 max .04 2 0 2 -.31 2 0 2 0 2 0 2 951 M96 1 max -.091 3 O 2 .31 2 0 2 0 2 0 2 953 2 max -.091 3 O 2 .155 2 0 2 1.004 2 0 2 955 3 max -.091 3 0 2 0 2 0 2 1.339 2 0 2 957 4 max -.091 3 0 2 -.155 2 0 2 1.004 2 0 2 959 5 max -.091 3 0 2 -.31 2 0 2 0 2 O 2 961 M97 1 max -.267 3 O 2 .265 2 0 2 0 2 O 2 963 2 max -.267 3 0 2 .133 2 0 2 . 734 2 O 2 965 3 max -.267 3 0 2 0 2 0 2 .979 2 0 2 966 . -:_ :> . , · -_-mih . ~ ... 2s , : 2 --~---~ o , ---~ --2, -: o . , 2 o 2 . -.979. -2 o 2· 967 4 max -.267 3 0 2 -.133 2 0 2 .734 2 O 2 968. · ._ · · · rhin, ._ · ,..28 ·_ ' · 2 · 0 ·' · . 2 · .,. .133' 2 o , · --2 . 734 · . 2 0 2- 969 5 max -.267 3 0 2 -.265 2 O 2 O 2 O 2 970--.-: · m,n · -.-.28 ._,_ 2' 6 ·2 -.265 2· .o 2 O 2· O'. 2 971 M98 1 max -.241 2 O 2 .265 2 0 2 0 2 O 2 972 min ·-.251':''.;3-· -0. 2-.265'. 2-o· 2-· 0-2 b. -·2 973 2 max -.241 2 O 2 .133 2 0 2 . 734 2 O 2 -974 _ min <.2s1 •. -3· · o -2· .. 133 -2 o-2 --.734 -2 a 2 975 3 max -.241 2 0 2 0 2 O 2 .979 2 O 2 976 -min -.251 ·. -3 o · 2 ci 2 O 2 · .979 · 2 O 2 977 4 max -.241 2 0 2 -.133 2 O 2 .734 2 O 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 22 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialfkl le v Shearfkl le z Shearfkl le Torouefk-ftl le v-v Momen... le z-z Momen ... le 978· ·. '' .. 'min ,:.::.251.·. ·3 -~:·o ·_: :·2·.:· ... 133 .. i ·.o-. 2 · .. 734 2 o·: ·2 979 5 max -.241 2 0 2 -.265 2 0 2 0 2 0 2 981 M99 1 max -.063 2 0 2 .31 2 0 2 0 2 O 2 982::: min .·.:.07.4:.:··3. __ . ·, 'O: .. 2·.·::·_3f . .-:·-2' · .. ·· o. · 2 .. ff 2 -0· 2 983 2 max -.063 2 0 2 .155 2 O 2 1.004 2 O 2 934:., .:min : =-.074: ;_, .. 3 ·. O·-' ·:. · 2. ·i.155·' 2 c'.r .· 2 ·. -1.004· 2. ·· -. b . · 2 985 3 max -.063 2 0 2 0 2 0 2 1.339 2 O 2 987 4 max -.063 2 0 2 -.155 2 0 2 1.004 2 O 2 989 5 max -.063 2 0 2 -.31 2 0 2 0 2 O 2 991 M100 1 max -1.813 2 .026 2 -.007 3 O 2 .028 3 .349 2 993 2 max -1.813 2 .026 2 -.007 3 o 2 .017 3 .217 2 995 3 max -1.813 2 .026 2 -.007 3 0 2 .007 3 .085 2 997 4 max --1.813 2 .026 2 -.007 3 0 2 O 2 -.013 3 999 5 max -1.813 2 .026 2 -.007 3 o 2 -.003 2 -.072 3 1001 M101 1 max -1.835 3 -.003 3 .007 2 O 2 -.008 2 -.07 3 1003 2 max -1.835 3 -.003 3 .007 2 o 2 .005 2 -.047 3 1005 3 max -1.835 3 -.003 3 .007 2 O 2 .018 2 -.023 3 1007 · 4 max -1.835 3 -.003 3 .007 2 o 2 .03 2 O 3 1009 5 max -1.835 3 -.003 3 .007 2 o 2 .043 2 .027 2 1011 M102 1 max 1.825 3 ·.024 2 o 3 O 3 -.032 3 .223 2 1013 2 max 1.825 3 .024 2 o 3 O 3 -.019 3 .12 2 .:1014-min-':.1.aotl .. '.·-2.: :-.oos.:' s.c.:,:.:-.. ooz-. 2 .. o. 2 -·.,.ns4 2 .044 ·:3. 1015 3 max 1.825 3 .024 2 · O 3 0 3 -.007 3 .018 2 1016'.:.. . . , min , ·.1d303,·/ ·-2 ·:· ;ooa,· . ::3, · .::.,002 .. , 2 .· ct · : 2 · :,_019· . 2 . '. .01 · · · 3' 1017 4 max 1.825 3 .024 2 0 3 0 3 .016 2 -.025 3 t'61a>: ..... , .. , .. ·miri'.·· {8b~L.'c :!(: , ·,ooe, .' 3 .. · .. ·.-:-:002 · · 2. o · 2 : .006., · 3.· <os5. ·: 2 · 1019 5 max 1.825 3 .024 2 0 3 0 3 .052 2 -.06 3 1021 M103 1 max 1.839 3 -.008 3 .001 2 0 2 .058 2 -.062 3 1022:: · · min ·· 1.838 ·_ ..• z·. ·--.02s-·: 2· ,·--· d·-· 3. · · o : 3 · : .. 019 3 --·.1·93 2 1023 2 · max 1.839 3 -.008 3 .001 2 0 2 .018 2 -.028 3 1025 3 max 1.839 3 -.008 3 :001 2 0 2 -.006 3 .018 2 1'026 · min . · 1.838 .. ·:: 2 · · -.025·: :: 2-. . ,. b . ' ·. 3 0 . 3 .. -'.021 2 .006 . 3· 1027 4 max 1.839 3 -.008 3 .001 2 0 2 -.019 3 .123 2 102a :· :-,_:f11Ji,-· 1.838,-.·_--2 ~.025 .. -: .. 2 ... _-o·.-. 3 ._o· 3, ~.061. 2-·_-_039. 3 1029 5 max 1.839 3 -.008 3 .001 2 0 2 -.032 3 .229 2 1oso·::-m'in-·1.838.',. 2.···~:025·, 2 0 3 O 3 -.101 2 .073 3 1031 M104 1 max -3.585 2 .042 2 o· 3 O 2 .008 2 .718 2 1'032 'min · -3.597:·-• 3: .01.3 3· . 0 2 . 0 3 . · .004 3 .223 3 1033 2 max -3.585 2 .042 2 0 3 0 2 .008 2 .531 2 1034 . min---3.59f:'·· 3: .. 013 3. O· 2 0 3 .006 3 .165 3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 23 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Forces (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec Axialrkl le v Shearfkl le z Shearfkl le Tornuefk-ftl le v-v Momen... le z-z Momen ... le 1035 3 max -3.585 2 .042 2 O 3 o 2 .008 2 .343 2 1036 .. min .· ~3.59.1 .. , · 3., .o11L · · 3 · > .. o > · 2 · . o: · 3, · :Ob8 · · 3· .10'7:' 3 1037 4 max -3.585 2 .042 2 0 3 0 2 .01 3 .156 2 1038· · .· :. min ~3.59t . ; 3 · ··j)'13. · : 3:· · '· b · · 2 b• 3 .008 . 2 .049, · 3 1039 5 max -3.585 2 .042 2 o 3 0 2 .012 3 -.009 3 1041 M107 1 max -3.62 3 0 3 o 3 .001 2 .017 2 0 3 1043 2 max -3.62 3 o 3 o 3 .001 2 .013 2 .001 2 1045 3 max -3.62 3 0 3 0 · 3 .001 2 .008 2 .003 2 t646· ,.min·-·, . .;3,544·::::'.(:-:·.··:.o<:· <2'".-:··'··o .•····-2: .tv:·--.·_.:·,3;.:::.oos--i · 3:. ··.001· .. :3. 1047 4 max -3.62 3 o 3 o 3 .001 2 .004 2 .004 2 1049 5 max -3.62 3 0 3 0 3 .001 2 0 2 .005 2 1051 M108 1 max 3.58 3 .002 2 0 3 .009 2 0 2 .041 2 1053 2 max 3.58 3 .002 2 0 3 .009 2 .003 3 .033 2 1055 3 max 3.58 3 .002 2 0 3 .009 2 .007 3 .025 2 1057 4 max 3.58 3 .002 2 0 3 .009 2 .01 3 .017 2 1059 5 max 3.58 3 .002 2 0 3 .009 2 .013 3 .009 2 1061 M111 1 max 3.61 2 -.001 3 0 3 -.003 3 .017 2 -.008 3 1063 2 max 3.61 2 -.001 3 0 3 -.003 3 .013 2 -.002 3 1065 3 max · 3.61 2 -.001 3 0 3 -.003 3 .008 2 .01 2 1067 4 max 3.61 2 -.001 3 0 3 -.003 3 .004 2 .026 2 1069 5 max 3.61 2 -.001 3 0 3 -.003 3 0 2 .042 2 Envelope Member Section Deflections Member Sec X finl le V fin] le z finl le x Rotate fr ... le n) Uv Ratio le 'n) Uz Ratio le 1 M1 1 max 0 2 0 2 0 2 0 2 NC 2 NC 2 :2. .. . ,·, , .. ' min •. b .. ,., >2, ,, OL: .. •'2 ·• .·.0·: . •2 .·,o .:· 2· -NC . 2> .N·c· 2 ,, ·., •rr" .. 3 2 max -.005 3 -.03 3 .004 2 0 2 9736.363 3 NC 2 . A. .. .,_ min · .. ,-:-.007 · . 2· ·.:,_o3'1. :t ; -.00'2 3 • • . •o: C :,,. ' 2 932:3:379 .. 2-·NC.'· 3 ,, ·" 5 3 max -.011 3 -.062 3 .007 2-0 2 4610.315 3 NC 2 ,6 ,,, ... ., iniri . .-.014 :' 2 ·.,..,:065':" '2. '· .... 004 · 3 o· ..2 . 4426:27.'7 • 2 ,, NC 3 , ' '.,:,, •i , ,, 7 4 max -.014 3 -.101 3 .011 2 0 2 2852.64 3 NC 2 8 ,,,. .. . ' m'in . ~.018 ..•. -:2: -.10'5 . . 2 . -,.006 .3 0 : .2· 2741.977 2 NC: 3 9 5 max -.017 3 -.143 3 .015 2 0 2 2017.392 3 NC 2 . 1·0: .. ntiri -:-.0'22 2 -.148 2 , -.007 . 3. 0 .2. .1948.203 2 Nc· 3 11 M3 1 max .022 2 .149 2 .03 2 0 2 1938.581 2 NC 2 12 ,, .. min . :,.017-~: 3· .143·· ·3' · .008· 3 : o:. 2 2013.181 3 NC 3 ' ... . ' 13 2 max .018 2 .105 2 .023 2 0 2 2734.44 2 NC 2 1·4 ,. min .014 3 •·:101. 3 .006 · ·3 Q: 2 2846.687 3 Ne· 3 15 3 max .014 2 .065 2 .015 2 0 2 4404.548 2 NC 2 1 ff .• " mih .011 ;•. .3 .063···· 3 .004 3 0 2 4600.699 3 NC 3 17 4 max .007 2 .031 2 .008 2 0 2 9277.732 2 NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 24 Q;ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v nnl le z rinl le x Rotate fr... le (n) Liv Ratio le (n) L/z Ratio le 1·8 .. _ miri .005: :: . 3' '. · .63 _·3· -, ;002 · 3 . · o ·: 2 9716.064 3 . · NC> 3 19 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 ·20· niin·.--.o;:·',.z.·-:' .. o --,.·2.,:·.o· 2·-o.· 2.·-··Nc-·2. NC·:. -.2 21 M4 .1 max O 2 0 2 0 2 1. 702e-4 3 NC 2 NC 2 .22, -·.·, ./ ·. 'miri:·.• :·o.c.~-; 2 . 0.: · -~( · -: 0-'. .... 2· 1.593e-4 -2 · . NC:-·. · T · -Ne·_, -·2 23 2 max .002 3 -.037 3 .009 2 1. 702e-4 3 7788.308 3 NC 2 · 24 ,. . ··min. : 0 .;:: ··2: ,:_:J'.)38 · ,' .2-. : .:.003 .< · .3 L593e-4-2 7540:711 , 2-... , .NC ·.· 3· 25 3 max .004 3 -.074 3 .019 2 1.702e-4 3 3887.524 3 NC 2 26 .. :· ,-.·:.-:. · .:~:.:-·min·· __ ',·.-o~:i:;:· ·2. -~:...ovt:-2 ;.;·;'ObEL'<3.:1.593e~4 2 3762.543· 2 NC 3 27 4 max .003 3 -.111 3 .028 2 1. 702e-4 3 2585.24 7 3 NC 2 . ·28. ·,.: 1~·-· :·; .·:::: :; :--:min.:.::· -.061-;< .2 : :~,1-15' · .. : .·2: ;-":oos·:. "3· 1',593e-4 .. ;i ;2500:.187. 2 · >.Ne 3 ... 29 5 max -.002 3 -.149 3 .038 2 1.702e-4 3 1934.89 3 NC 2 -.. 3'6· ·· · · ·-.; min: .:..:.no3:~·--<:2 < -~.ts4'·: '.2'. ;_-.OH.:., 3 ·1 .. s93e~4-.2 '·181ttas3': 2 -:.:,_Ne.: :s:. 31 M6 1 max .003 2 .155 2 .022 2 0 2 1861.663 2 NC 2 ,<32 . -mH'i1 .-·:ob2 ..,--3·. ' .·., 149 . .-s' : 3: :-· --.005: . 3 < . · , o • · : 2:· ,-:.l93(U384'. , 3. . . Ne · . 3 .. 33 2 max .001 2 .116 2 .017 2 0 2 2487.986 2 NC 2 .:34. ,' '.<,:. · · :: :.: Jilin, : ".:.-.003· -;: :>:t .. ·: .. 11.2: .' :, ·s ... ·::004: ·. · .. 3. . i.0·,·, · .. 2 ,,2579'.71'3 .. ,:3 NC:.:, .. 3: · 35 3 max O · 2 .077 2 .011 2 0 2 3742.31 2 NC 2 -:35,/·· ,.-, . .:_,;·.:min:.· ·..:.004 ,/'!3·::074_ ,e>·'--.002:: ,3, · .:o· 1':3so/s.874-3.· .Ne· ,3: 37 4 max O 2 .038 2 .006 2 0 2 7498.817 2 NC 2 3S' :: .· ·. -. :: :rnhi·, :, .:.:002';.; .-s.: · .o3t ·. ·; 3. <;;:001: ·,. : __ s--o 2:,.1110:s29-: 3.· .. Ne>. 3, · 39 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 .. 40. >. · .. :.:_.,<;/\ ::; .. :_.·,.mih.: ... /:0.,.:.·:.:: :•:.2·· :.· 'b, .. -~.2. ,d'. .i::.· . 2,-.. '' o:--. ; .2·. '~:._NC.,:., .. ·. 2:.. .'NGL: .. ,.:2' 41 M9 1 max .033 2 .204 2 .015 2 6.522e-3 2 NC 2 NC 2 -42'. ~; ~.,.;,· :. . .,: ':·:., ;, ::mirt--./:'..011: -·. · :3i-,:::. <.1,ga,_::_·, e> ,_._.~;·oot-. ::_3:_.:2:-1-?Eie~:t <:t--·.. N<>::: · :·3_-.\: Ne .. · , 3, 43 2 max .024 2 .158 2 -.008 2 3.268e-3 2 NC 2 NC 2 :·'44 . ·:.: -<;. ·•:,:·_ min:.-•. boa.·': ,fJ_: ·.45:. · 3-.. ~:blf ::,·3 -t063e~3·: :r "<Ne .. ;· ,,3 NC.·' ·:3: 45 3 max .016 2 .108 2 .013 2 1.436e-5 2 NC 2 NC 2 :A6t :. :-·: i-: --~-:: '. -.'>'' 'min: .. : :db5,. .3'.:·:-_.-.1-01··:·: :·3-·. ·, ·.,.,.bd,1 '.' _-,:3-:<s.084e8;. 3 .. :. · NC .. ,. ·-3 ' ':Ne,: .. :.'.3 ': 47 4 max .008 2 .055 2 .014 2 1.436e-5 2 NC 2 NC 2 48.·,:<:-:.. . , ,min. ,.-:oos ·. ·3:·: .. ·:.o5.1<·:.;.3::.! ... 002·-·s:·:.:5.684e-5'13,.: -.Ne., 3· .Ne--. s- 49 5 max O 2 0 2 0 2 1.436e-5 2 NC 2 NC 2 .. 5CF · .. · '/ ··, .. · .;'. .. .:.. -, mm , : .:d':·: <'·'. 2:: ;-. o: ,· :;2 1 , .•. __ ·io: .. < . ::2-,·~s·'i084e..:$ :. 3' . h NC ·.,: 2 . .NC.: .. : 2 · 51 M10 1 max .031 2 .233 2 .023 2 -7.249e-5 2 1238.578 2 NC 2 . .-52-. · · ·;\-·:··:.,_ miff :, :_ .0c>'9-~ ·:~· ·: 3:. ·;-. _:·:22t ... > · ->~3-.-·::-. ··. :: o~ · --· :· 3-._.-~a.o56e~5 .. :3 . 1267~ 1 Q4~:· :3·,.: . .-. Ne··> -·:_ 3_ · 53 2 max .023 2 .174 2 .018 2 -7.249e-5 2 1652.756 2 NC 2 ·:·54..-·_·: : .niirl ·:oo~r:::·:3 __ .. :_:·r1-.-.·:3>-:-:o,·. :3---s:05se-s·3·,::t69o.bs ._3:. ·Ne· 3, 55 3 max .015 2 .116 2 .013 2 -7.249e-5 2 2481.07 2 NC 2 , /56 · _: ·.·min:· .. 004 ::.-3 ::::,11.4-:'-: .' s :_::·.·o. : · s ~8.056e.,s.:_3 • 2535.6bs · 3 · Ne'. · 3 57 4 max .008 2 · .058 2 .007 2 -7.249e-5 2 4963.91 2 NC 2 580 :" __ . mih ; .:.002:: '·.3: .'..' :os1· .. 3.)·· . CL .. · ' 3 ,',.8.056e-5 ~ 3: 5070.896. 3 NC : .3 59 5 max O 2 O 2 O 2 -7.249e-5 2 NC 2 NC 2 · 60 -· . . .. ·min-·._; .: 0. · '.: 2 ','. ,_· o· ; __ , :::;:t 0,·. · · 2 -8.056e~S: · 3 -· : NC> .· 2. · :-N·c; .. · 2 61 M11 1 max .033 2 .201 2 .03 2 0 2 1432.943 2 9557.279 2 62· · -·min:, .• ,011· 3 :. ··.195 .. -'_·· 3· · .008.·-. 3: --0 2·.· ·Ne.·•· 3 NC .. · -3 63 2 max .025 2 .151 2 .021 2 · 0 2 1910:591 2 NC 2 ·54 :min _, .. ;668.i:,'::3 · .. 141-· ·3 .. ·,004, ·-3 0 z--. NC ·3 ti-Jc· 3 65 3 max .016 2 .1 2 .013 2 0 2 2865.887 2 NC 2 66 · .. · miri' :. '.bb5-.. ! · 3.. .698 · .. _3· .001.-3 o= · 2 ·. Ne· 3 NC.·· -3 67 4 max .008 2 .05 2 .006 2 0 2 5731.773 2 NC 2 68 .. min :· .003 3: . '.049 '3· O 3 o, 2 · NC 3 · NC·'·_·· 3 69 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 7d. ·. ... . min · .. n··:·. · -·2 · b 2 ;:, · 0 2 O 2 . ·NC. 2 NC · · 2 71 M12 1 max .031 2 .203 2 .038 2 0 2 NC 2 7583.068 2 72 min · .01 . · 3 .197 . · 3 . : .011 3 O 2 NC 3 NC 3 73 2 max .023 2 .153 2 .025 2 O 2 NC 2 NC 2 ·74: min::.007-3.·-:.148. 3 .004 3 o· 2 .Ne· 3 NC ·3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 25 Oompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x-finl le v finl le z finl le x Rotate rr... le (n) Liv Ratio le 'n) Liz Ratio le 75 I 3 max .016 2 .102 2 .013 2 O 2 NC 2 NC 2 77 4 max .008 2 .051 2 .006 2 0 2 NC 2 NC 2 . 78'· · rriih · .-:.602. ·:. 3 . : ~049 , . 3'· .. ·0-:0d2 .. · 3 . cf 2. NC 3 ·Ne 3 79 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 81 M13 1 max .034 2 .233 2 .03 2 O 2 NC 2 9589.679 2 83 2 max .025 2 .17 4 2 .021 2 O 2 NC 2 NC 2 85 3 max .017 2 .116 2 .013 2 0 2 NC 2 NC 2 87 4 max .008 2 .058 2 .006 2 0 2 NC 2 NC 2 89 5 max O 2 0 2 O 2 O 2 NC 2 NC 2 ·:9_0:·:·• =·_,,.·,,.min· __ ~··o.··-.f::.2':·,.--,··.t>'-'-· .. ·;2·:i:•: :o;;···. :·:t·· ··:..:·o·:;,,··2,·:.•::N't ··2, .. Ne:.•. ·2 91 M14 1 max .031 2 .201 2 .022 2 O 2 1433.325 2 NC 2 93 2 max .023 2 .151 2 .018 2 o 2 1911.1 2 NC 2 95 3 max .016 2 .1 2 .013 2 0 2 2866.65 2 NC 2 97 4 max .008 · 2 .05 2 .007 2 0 2 5733.301 2 NC 2 99 5 max O 2 0 2 O 2 O 2 NC 2 NC 2 101 M15 1 max .203 2 -.01 3 .038 2 1.298e-2 2 NC 3 NC 2 103 2 max .204 2 -.441 3 .032 2 1.298e-2 2 1056.983 3 NC 2 105 3 max .204 2 -.615 3 .026 2 1.103e-2 2 753.602 3 NC 2 107 4 max .204 2 -.442 3 .021 2 5.656e-3 2 1056.74 3 NC 2 109 5 max .204 2 -.011 3 .015 2 1.043e-3 2 NC 3 NC 2 111 M16 1 max .233 2 -.01 3 .03 2 2.59e-3 2 NC 3 NC 2 113 2 max .232 2 -.441 3 .031 2 2.59e-3 2 1057.72 3 NC 2 115 3 max .232 2 -.614 3 .026 2 1.34e-3 2 753.976 3 NC 2 117 4 max .232 2 -.44 3 .021 2 8.127e-5 3 1057.757 3 NC 2 Ha· ; • ·. ·. · ,. ·< . :mill .. 221: · .... 3. -1.389 , i · · -.. : b . 3 · 5.224e~5 , 2 335.909. 2 . NC ·3 . 119 5 max .233 2 -.009 3 .023 2 0 2 NC 3 NC 2 121 M17 1 max .201 2 -.01 3 .022 2 -2.662e-3 3 NC 3 NC 2 122 min · .. 196 ·.-.3• · ~.031 .. , 2· ·· -.005·. 3, -s.s1·9e-3 :· 2-' ···Ne·· 2 NC 3 123 2 max .201 2 -.443 3 .031 2 -2.662e-3 3 1054.083 3 NC 2 124 · ' , · . ·min .197-. .' 3 · •. .:.f,39:f ·. 2 .· .. 003. · 3 -8.519e~3, 2' 334.897· 2 · Ne · · 3 125 3 max .201 2 -.617 3 .027 2 -2.688e-3 3 751.558 3 NC 2 -126 ·min · ·:197· .. •'3 --1':942 ··2 .602:. 3 ~8.517e-3 2 · 238.781 2 NC· 3 127 4 max .201 2 -.443 3 .022 2 -1.589e-3 3 1054.091 3 NC 2 128 min .. 197·· . ':3.-: -1.394 : 2 o·: 3 -4.981e-3 · 2 334.899 , 2 NC 3 129 5 max .201 2 -.011 3 .03 2 0 2 NC 3 NC 2 130 min · .196 , , 3· · -.033, · 2 .008 · 3 O . 2 NC ·2•. NC 3 131 M18 1 max · .004 2 -.008 3 .153 2 o 2 NC 3 1878.886 2 RISA-3O Version 5.0c [C:\RISA\Nemko 4.r3d] Page 26 G;ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v rinl le z finl le x Rotate rr... le fn) L/v Ratio le (n) L/z Ratio le 132 'mih· ·-.002 · 3· . --.031 . ·2 · .148'.:--. 3 -· 0 .. _ .2 NC· 2 .1943:174 3 133 2 max .002 2 -.006 3 .113 2 0 2 NC 3 2542.359 2 -134 · min ·-.003:·_::. 3 -.024 2: .. 1·09 3 · o· ·· --2 NC · · 2· 2631.736 3 · 135 3 max O 2 -.004 3 .074 2 0 2 NC 3 3881.635 2 1M., mln.:.·.:.003: .:'3. · -.t11e·: 2. ·.on 3_. -·o 2· Ne. ·-2--4022.554:_3 137 4 max O 2 -.002 3 .037 2 0 2 NC 3 7860.379 2 138·:-·· . .-·-:-,< min··_·-.002 :-·_3.·~.ooa---2. , ... 035_,··3 ··o·· ·:2 ·No 2·· 81·52_195 3: 139 5 max O 2 O 2 0 2 O 2 NC 2 NC 2 t4o-'. ::: · -·.· min::':·-:~ o< ·< 2·. '.,: :. o· .. ':' , :.'2 ·., o· · · 2 -..: .,, · o :.· .. 2 .. :: : NC . 2 .. · .. · NC 2 141 M19 1 max .023 2 .005 3 .153 2 0 2 NC 3 1879.537 2 142. · ..... f :mfn: : .. 01s; .. >.3·· -·.:.:022· .. -:t ·'..148::·-:·:f.·: ·:d'.'.. :2 .·.Nc}·;·::z-·.1944_204·--3 143 2 max .019 2 .003 3 .108 2 0 2 NC 3 2657.211 2 1441.. . ·.c: min·:···.014,"J3··\.bt6·.:--:''2. > .. 1os·,:·:3 · o;.: :.2 ·_.::Ne: ... ·2.2:t53Ae3-::3_. 145 3 max .014 2 .002 3 .067 2 0 2 NC 3 4291.843 2 :.14Ef ,_,.· < .. ··-min<.·.ot1.:: ··_3'.·,_;·,.,,o+f · ::·2 ·'.oetr"': 3 '<o .. · 2. ,.N·c·.· 2 ... 4.457.sts: s 147 4 max .007 2 .001 3 .032 2 0 2 NC 3 9065.246 2 · 148' .. /.-::·_. x-: ·. :., ' :min ;_ ci006 -.-... ··3: .·: : ..... oos··. -· ,2,. < ... :031'. ::. · .3 ·. .o·. 2 ... :., NC 2:. ·9433_577 :-.3 .. 149 5 max O · 2 0 2 0 2 0 2 NC 2 NC 2 .1-50";_:·· .. ·.. :min:-a. --:i'.: .0 ... :.;·2,· ·.-c5_·,.· . .2-·O· 2 '-.NC···.-2 · .. /Ne :2.- 151 M20 1 max .004 2 .007 3 .154 2 0 2 NC 3 1869.543 2 :'152,-.. ·: .. : · .. '-'mi',f'/-,002:t:3 ::.,016, 2 .;149.(::,3·;·.,,.o-·c..::, .. 2.··,·Nc .. ::· ;2: 1939.()95;3;_ 153 2 max .002 2 .005 3 .114 2 0 2 NC 3 2529.747 2 1:54' .... -·i _:·_. i-'.. :. ··: :;_:·.-·mirf:_ -~~.0:03 ': 1·3 , :·~.:otz > :2;· ·. ,.t1-,; '3. i,: .. o· ..... · 2 '· ·!\lo::.· 2 2626.221'. '.3, 155 3 max O 2 .004 3 .075 2 0 2 NC 3 3862.434 2 rf55·, :: . <"<·:.: ·.,' .min-' ·:~~Ob.3 .--:;. s· .. ·. :.:.ooiL ... ·:2 .. : · .bo/2:.. .3' , __ :,_ 6· .:;2_ · Kie:·.,-., ~2. -4014A43',: 3::.: 157 4 max O 2 .002 3 .037 2 O 2 NC 3 7821.58 2 0 {58'·''·.·> '-... ·:··:·.~··rrl'in·.(·:"~.002·,,3' -i-<004· :_2·, '.::035,;.:·~f: ,d 2-·· NC.-.-·28135:176· 3: 159 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 ",15ff, .... _: · .. ·:·.'.:.·· ·:,.··-mlr:Ji ·-·Or· :,2 .. _/0 :· ,j;t-': .. _.=o,,.<"2.;·_· 0 ... -.2 ~NC ... 2 NC:-' :2:·:. 161 M21 1 max .023 2 -.01 3 .154 2 O 2 NC 3 1870.282 2 :1°'62 -::',,' ' ·. :.rfiih ... :018.'. :: 3'.'.'. ';:d3EL· 2;. ; _ _-:{48. · 3 . 0. :Z: :>.Ntf ... _ .. i ::194(jj5 :3 163 2 max .019 2 '".008 3 .109 2 o 2 NC 3 2643.786 2 1@,f':: --.. ··. ;:: .. · .. ":,, ,, .. : i min:::· .014 ::·. s· :; . ~ .. 02t,'. ·.2 .. · · .. 1'0-S.::' :. ·3 ·o,. 2'.·. ··Ne .2.'.'2-747.61'5:: :l', 165 3 max .014 2 -.005 3 .067 2 O 2 NC 3 4269.416 2 '-i'.66··· ·min·.6-1-t· ·.3_• .. :;:.:.618 ::·2·:,.: ___ 055 .. ''3 ····:o 2.·:··_:·:t"-JC ·.-2:4448:141·'3:. 167 4 max .007 2 -.003 3 .032 2 0 2 NC 3 9016.639 2 1.68 ;_: · mirL. -.005:" · :: 3·· · c-.ooit · 2'.-·· ,.031,·. ·. 3 .. --:o. · .,·2 , .: .. Ne: · 2:· 9412:535 .. 3. 169 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 J1d< riiih _·:o 2:·.,.:·.o: ··2:--:,:...0.:·· '2:, <:o ·-,··2. NC· ,z-·, ·NC:_,'"2 171 M22 1 max .032 2 -.013 3 -.198 3 -6.626e-4 3 NC 3 2718.96 3 ·172> · . ··, · .-rn'in<:· ,a· / ·3: . .' .. ", .. 0'1'6'. : 2<' · :<.204· · .. ·2:: .-6;:Zf7e~4:,2. · NC· 2··2609.5.19 2 173 2 max .029 2 -.01 3 -.177 3 -6.626e-4 3 NC 3 3625.28 3 +14-.· m'in · :001:1 -: 3 · ·-·.61'3 . : 2 . : ,::.: 1a2: 2.· -6:1'1 ?e-4>-2. ·. -NG · >2 3479.359: 2 . 175 3 max .026 2 -.008 3 -.156 3 -6.626e-4 3 NC 3 5437.921 3 175,·, . min .002., . 3:. . .,.o1 . :Z: ' · · .. ;1·5. : 2·· ~6.7·11e-4·1 2: . Ne-· 2· ·521.9.039 2 177 4 max .023 2 -.005 3 -.135 3 -6.626e-4 3 NC 3 NC 3 11s·.·. ·min·:· .002:,::s· .·~.oo? .2··:-.138 2 ::5_11te:.4 2 ·Ne·· 2 Ne·· 2 179 5 max .02 2 -.003 3 -.114 3 -6.626e-4 3 NC 3 NC 3 180-:: ·: min .. 002·-:, .3· ::.',004 ,:. ·1.2 .. -.116 .. Z :..6.717e-4 2 .·NC· 2 NC 2 181 M23 1 max .002 3 -.003 3 .116 2 6.044e-4 2 NC 3 1965.71 2 182 ·.. ···min O . 2, .:.:02·, · 2 ·.114 3 · 5.163e-4 3 NC 2 2008.92 3 183 2 max .002 3 -.002 3 .087 2 6.044e-4 2 NC 3 2620.947 2 -184 · m'ih . ., O ' · · · 2· -:015 , . 2 .085 · · 3' 5. 1'63e~4 • 3 · · · NC · 2 · · 2678.56 3 185 -3 max .001 3 -.002 3 .058 2 6.044e-4 2 NC 3 3931.42 2 186 min O · · 2 · · ~.01 2 · .057 3 5.163e-4 3 · NC 2 · 4017.84 · 3 187 4 max O 3 0 3 .029 2 6.044e-4 2 NC 3 7862.841 2 . 188 . min O . 2 ~.OOS -.. 2 · .028 · 3 5: 163e-4 3 . NC 2 8035.68 3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page27 Gompany : Horowitz Taylor Kushkaki Desig·ner : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v rinl le z rinl le x Rotate rr... le fn) Liv Ratio le fn) Liz Ratio le 189 5 max 0 2 0 2 0 2 6.044e-4 2 NC 2 NC 2 -190 . · miri _: .· o. _:_:> 2,: ,· < ·o ·. '. 2 ' · ·. d.. 2· '5.163e~4 · 3 . · NC 2 . NG· · . 2· 191 M24 1 max .005 3 -.007 3 .233 2 5.689e-4 2 NC 3 1837.788 2 192 , min .. , :.002:.·\ · 2 ·:-.038· .. 2 ·· · -:227 3 · 5.043e-4 :·3· ··· .•. Ne· · · 2· ·1807.84 ; 3 193 2 max .005 3 -.006 3 · .201 2 5.689e-4 2 NC 3 2450.384 2 195 3 max .005 3 -.005 3 · .17 2 5.689e-4 2 NC 3 3675.575 2 197 4 max .004 3 -.004 3 .139 2 5.689e-4 2 NC 3 7351.151 2 199 5 max .004 3 -.003 3 .108 2 5.689e-4 2 NC 3 NC 2 201 M25 1 max .02 2 -.005 3 -.101 3 -4.575e-5 2 NC 3 2257.521 3 203 2 max .015 2 -.003 3 · -.076 3 -4.575e-5 2 NC 3 3010.028 3 205 3 max .01 2 -.002 3 .-.051 3 -4.575e-5 2 NC 3 4515.042 3 207 4 max .005 2 -.001 3 -.025 3 -4.575e-5 2 NC 3 9030.084 3 209 5 max 0 2 0 2 0 2 -4.575e-5 2 NC 2 NC 2 211 M26 · 1 max 0 3 -.013 3 .201 2 5.802e-4 2 NC 3 2687.415 2 213 2 max .001 3 -.011 3 .18 2 5.802e-4 2 NC 3 3583.219 2 215 3 max .002 3 -.008 3 .159 2 5.802e-4 2 NC 3 5374.829 2 217 4 max .002 3 -.006 3 .137 2 5.802e-4 2 NC 3 NC 2 219 5 max .002 3 -.003 3 .116 2 5.802e-4 2 NC 3 NC 2 221 M27 1 max .02 2 -.003 3 -.114 3 O 2 NC 3 2008.92 3 223 2 max .015 2 -.002 3 -.085 3 0 2 NC 3 2678.56 3 225 3 max .01 2 -.001 3 -.057 3 0 2 NC 3 4017.84 3 227 4 max .005 2 0 3 -.028 3 O 2 NC 3 8035.68 3 229 5 max 0 2 0 2 0 2 0 2 NC 2 NC 2 231 M28 1 max .037 2 -.007 3 -.227 3 -5.292e-4 3 NC 3 1768.096 3 233 2 max .033 2 -.006 3 -.195 3 -5.292e-4 3 NC 3 2357.462 3 235 3 max .029 2 -.005 3 -.163 3 -5.292e-4 3 NC 3 3536.193 3 -236 ' ·:. -· mih · .005 ·. · 3 · -::CJ07 . .> 2: -: .:...167 2 "-5.41.3e-4 2 NC 2 · .3456.39. 2 237 4 max .025 2 -.004 3 -.131 3 -5.292e-4 3 NC 3 7072.386 3 -238 ·min · · .005'.· 3 · .' ~'.00(3. : 2 -.134. 2 -5.413e-4 2 NC 2 6912.779. 2 239 5 max .021 2 -.003 3 -.098 3 -5.292e-4 3 NC 3 NC 3 ·240. min,.004'··3 .·.--.064:··2 ,::.1-· 2-~5.413e-42 NC 2· NC: 2 241 M29 1 max .002 3 -.005 3 .1 2 -4.575e-5 2 NC 3 2270.594 2 · 242 min .' b. . · 2 ·· .· -.021 · · 2 · · .. 098 · 3 -5.b84e~5 3 · NC· 2 2322·.71'8 3 243 2 max .002 3 -.004 3 .075 2 -4.575e-5 2 NC 3 3027.458 2 244 ,. miri · 0 . 2 · ~.016· · 2 .074 3 -5.084e-5 3 · NC · 2 3096.958 · 3 245 3 max .001 3 -.002 3 .05 2 -4.575e-5 2 NC 3 4541.188 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 28 8ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate rr... le In) Uv Ratio le (n) Uz Ratio le .246 -' .' -· · mir.i' · · o · · .. 2·· '. ·..::011 · .. 2 · .04ti · 3 .:.s:oa4e-5 3 .. NC 2 4645.437 3. 247 4 max O 3 -.001 3 .025 2 -4.575e-5 2 NC 3 9082.375 2 248 'min -.O ·.··. 2·. ··-~,005·· 2 ·-'.025.: 3·-5.084e.:5:3_ · ·NC-·2. 9290.873 3 249 5 max O 2 o 2 O 2 -4.575e-5 2 NC 2 NC 2 '2so··.. ·._ ·mlri··_·-o.·-· .. i .. ::· a.: ..... -2.: __ ·-o;-_,',.-.2-.-5-.b84e~5-··3·:.'.Nd---· 2: _-·_NC ... 2 251 M30 1 max .004 3 -.01 3 .233 2 5.48e-4 2 NC 3 1743.452 2 252 -··;. · '.rniii : . -:002 -; 2. <045;:_ · i'. ,.227 3. 5.3f8e~4' ., 3 NC:-2 177.3-.44 . 3· 253 2 max .004 3 -.008 3 .2 2 5.48e-4 2 NC 3 2324.603 2 254 rhifr ::.::.,0·02.: 2; '.</039·_ .. ·2 · : :-195 ~ . 3-!5.318e~4· ·3., NC · 2 2364.'587' 3 255 3 max .004 3 -.006 · 3 .167 2 5.48e-4 2 NC 3 3486.904 2 , 256 .' .... --·-. m,n,. .. ~:001 ~-;-.:2· ;,.033. ".2 : ' .... ~163:i ,, ·. :t ·5:3t8e04:·: ·3 · Ne -, 2 -.-3546:881 3 257 4 max .004 3 -.005 3 .134 2 5.48e-4 2 NC 3 6973.809 2 . 25a , · :· .:· ::· :.: .. 1 min· ' .a: :· :·. 2, i-.:.;oit ·:. ::.2: .. · ·, \ 1-31>· ,:: -. 3·: : -it31:8e~4. ·· 3 : : NO·· · 2 . ?093.-761' 3 , 259 5 max .004 3 -.003 3 .102 2 5.48e-4 2 _ NC 3 NC 2 ->250'· ., ... , .. , :·--.min;--o·· .. · 2 .. : -.021 .>:2-i.· .. 099>.,: .. :f5.318e::.4,3·. -NC':: 2''.NC-__ :_3 261 M31 1 max .02 2 -.004 2 -.099 3 O 2 NC 2 2311.333 3 .-262::· . .-~:, .... , ,. mine .bof(-:" s:.>..004,'· .. 3: :::;.16'2.-;-,2 o: .. :1 2·=: NC ·3. 2242.965,:2_ 263 2 max .015 2 -.003 2 -.074 3 O 2 NC 2 3081.777 3 ·2e4: · • ,. ____ · "min -·.002.-;:·,, 3· .:,:·;:oo:L ··· '.3:.; -:.-:o'76·, 2 o-:-· · ,2, .. Ne.: .. 3 _,299_0,52 -: .2 265 3 max .01 2 -.002 2 -.049 3 O 2 NC 2 4622.665 3 ,:26,f. · · · ·min· :Oaf .., ·;,3: ~ :,:..,,002 -~ ··: , __ 3 · ·:. ~-:osJ-> .2 .; ·:-. o· ':'. ·: :, 2·--. No... s · 44.ss.§29 2: 267 4 max .005 2 O 2 -.025 3 0 2 NC 2 9245.331 3 ; 26s. · . ~-_: . • . -· ,-~ ·:mn{: < en: :"· -:: s'. ·. -~.oofc :e· ,. <::;02s:. .. :: 2,. o.: · · ·2 , NC, . 3 s911:8stv·2-. 269 5 max O 2 O 2 0 2 O 2 NC 2 NC 2 .2.'70 ;( ,,_:.-~:_::::~ <>;·.:·min >:_:·ff · .,._ :-2·· :_: ,:.o.:. ,··.:,: :2>..< 0 :· .. :: : 2:-< .> o>. -:;: ;;z · :,.· NC 2· ·,· .. 'NC: .. : ·.z· 271 M32. 1 max .049 2 O 2 -.197 3 -6.124e-4 3 NC 2 2724.511 3 ::212 : ,-;-_. · ., . ·: ,·,: .. ::. :miff · _ .. 6-is: .. S:'.3 :: : · '.o,: i:' :, . 3.;. ·· . "'':20"3' : ' ·2 _::.:.Ef.265e-4' · ·2' ·,: . NC. · 3 \ 26-1:8: b64 ~ ·2'.: '. 273 2 max .042 2 -.001 3 -.177 3 -6.124e-4 3 NC 3 3632.681 3 :214·-.,· .. ·.,.::,-..:__:,:.:: ~;_:·:.;.n,ji, ... : \6:12:i'.:<3:, :·:-:':.001 ~¥2<-<182:~· :;z_:,,6:265e;4'\·.2 ·•· NC..· ·2 3490 .. 672:·2 275 3 max .035 2 -.002 3 -.156 3 -6.124e-4 3 NC 3 5449.022 3 -zrn· · · ~. -min ... · -2009: ~: 3:. ..:..003~:: : ,:z: .. :: -: :.~i6 · -2 . .::a·.2559'::4f, .2 .r: ·Ne-. ; , 2· ·523Efoot· :;r 277 4 max .028 2 -.003 3 -.135 3 -6.124e-4 3 NC 3 NC 3 .278 :,··" :.: ·.-.' _:· ''-· <·'·_ .min:·· .. 006,:'.i.: at .. ·/::004: · ".: 2 ... : <t38 .. , (2_· .,:6:265e-4: 2 NC · 2-, ':: ·.:Nt\·_·'.' 2~. 279 5 max .021 2 -.004 3 -.114 3 -6.124e-4 3 NC 3 NC 3 2so··~-,.,,. ·· ·· •min: · .. oos-;· . 3 :. :.:om,·. 2' · :;:~H6: 2 ;.6.265e.,.4·''.·:t· NC.· ,: 2 NC'': ,'2, 281 M33 1 max .003 3 -.004 3 .116 2 0 2 NC 3 1961.913 2 :2s2: . .-· ,. :_-min < :-o;-. ::2-' ·-::62t . '2. · · -'.·f,r4·· . 3 · ·.· 0-: ·.·:'· 2. '· 'NG. 2 2006.971. 3·. 283 2 max .002 3 -.003 3 .087 2 0 2 NC 3 2615.884 2 284 ' . , .. · . .. min O . :.;, 2 ·.'. :..01:e; . ' .. 2, · .. 085.' 3-. ; ·o:> <2'.·: NC-2. 2'675.961 :3 285 3 max .001 3 -.002 3 .058 2 0 2 NC 3 3923.826 2 .286:.-·.:.. min. :O.~,, .2·.···_,:-;01.1:' 2.:.··.651 .:·3,·:-··o.,._:.··.2 Nd 2·-401'3.942:3 287 4 max O 3 0 3 .029 2 0 2 NC 3 7847.652 2 ··288 -. ,.min---1·:.o .-,-,.2 ~-\.obs-,:'·2.,,_ .d2a·.; :3, ·'·.a. 2: .-· NC ·2 8027.884··3 289 5 max O 2 O 2 0 2 O 2 NC 2 NC 2 290 ... ·min. ·<6 ·.2· o· ,_. ·2 . .'' o .-. 2.. ·o -· . 2 Ne: 2 Ne -:.2 291· M34 1 max .01 3 -.005 3 .20t 2 6.265e-4 2 NC 3 2696.249 2 292 :-. .. . min .. 002 · .2 ·. .,:038 ·:· : 2 .. 196' : 3 6 .. 124e~4 3 ·:: NC · · 2 _ 2758.29 . 3 293 2 max .008 3 -.004 3 .18 2 6.265e-4 2 NC 3 3594.999 2 29.4. ,-· . · .. min · '.:Mi _. 2 ; .:,634' . ·_ 2 .. 116, · 3 6.124e~4· 3 · -·. Ne . 2 3677.72 -· 3 295 3 max .006 3 -.004 3 .159 2 6.265e-4 2 NC 3 5392.498 2 296 ··· · min --.. 001 2 ·-.63 · · ·2 .155 3 6.124e-4 -3 · Ne-· 2 .5516 .. 58 3 297 4 max .005 3 -.004 3 .137 2 6.265e-4 2 NC 3 NC 2 29~f min : ·· .001. · 2 .' -.026 . ·2-. . .134 3 6.124e-4 3 NC · 2 Ne ·. 3 299 5 max .003 3 -.004 3 .116 2 6.265e-4 2 NC 3 NC 2 300 . min · ·· o . · 2 · -.021 · 2 · .114· 3 6.124e-4 3 NC· 2 . NC 3 301 M35 1 max .021 2 -.004 3 -.114 3 O 2 NC 3 2006.971-3 ·302 · min·· .003 · 3. -.005 .. 2 · '-.1-16 2 . O 2 · NC 2 1961.913 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 29 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate fr... le 'n) Uv Ratio le 'n) L/z Ratio le 303 I 2 max .016 2 -.003 3 -.085 3 0 2 NC 3 2675.961 3 _304:ii niih :002·: ·::. .. 3-· · · -:004 _-2 . -~ -::Mi 2: , o· 2 ·_ No 2 26fs:8s4 -2 305 3 max .01 2 -.002 3 -.057 3 O 2 NC 3 4013.942 3 '306 · -.. min .. ·.001"::. -:3 -__ :,.:.002 .. _: -·2 . -.058 -2"-· o --. 2 . Ne · 2 3923.826 · 2 307 4 max .005 2 O 3 -.028 3 0 2 NC 3 8027.884 3 30s..:-·· infri ~--o·' ';> 3: ---~.001-_: .. 2 ··,.:.029_ · 2:. · c1 2--_·_·Ne · 2 1841.652 2. 309 5 max O 2 0 2 0 2 O 2 NC 2 NC 2 310·.'· .. · min, , .b-._,·':'. 2 ·i .. o·_-'. · .2 :. d.o' 2 ·. o: · 2 NC·· 2 . · NC. . · 2 311 -M36 . 1 max .045 2 -.006 3 -.227 3 -5.29e-4 3 NC 3 1766.4 3 312 ::,· :·> ',~, ·:. : . min.·· .oog·· :,-:3 :: -'~.-007-: '. 2 <·:233· ·. ··:t----~5A12e-4· ,2· ·, . :Ne . . 2 :1'726.767 --2 .: 313 2 max .038 2 -.005 3 -.195 3 -5.29e-4 3 NC 3 2355.2 3 314,\.: ·,_--;:·:/~ rhhi . :001-:. ':' 3 :'.' ,.:~:OOE=f '··. · .i, ··_: ·_;_:2: "::· .. 2: -: :s'.41'2e-,4 · 2 ;, :J\JG · -2 · 23U2.355"~ 2 · 315 3 max .032 2 -.004 3 -.163 3 -5.29e-4 3 NC 3 3532.8 3 · .. Mt:i' _. ·-. -·._ <' '_-:,_; .·._:,_ ,·_ rriin.,. ;_··::ob6' r,-3·: .·->:ob6 :;_:; 2--'.: ,.~:.167:.; -·-z-:i.-s'Af.2e"4' · 2 · · Nb '-· • 2 · 34-s:'3.s3e:.2 .- 317 4 max .026 2 -.004 3 -.131 3 -5.29e-4 3 NC 3 7065.6 3 '.31'8' . ·''.'_,:: .. '. -·. ·/rri'in: .. :.oosi: -:· ~y-·_ .. :6()5' ·.·. ,2. :'. ·-<t34 · 2 :.sA.12e.:.4 • 2 .Ne· -· 2-6907.066 2 319 5 max .02 2 -.003 3 -.098 3 -5.29e-4 3 NC 3 NC 3 32cv:. ·. -, · .. · .. -· ·. min : :oo:t>' :<3, ·:.:004 ... 2 ·, <.1. · · 2 -:.s.412e~4 ~ 2 -·.· . .-Ne · · 2 . -.Ne -:-."2--· 321 M37 1 max .002 3 -.004 3 .1 2 O 2 NC 3 2271.199 2 ·:322 .:--:;_ .. -·min -.--0:.:::,-,2 -:<62:;_:._'·:..2'.;.·::098·. ,::t::--·o:···,_ 2-:~Nt". .2'·2323)1-02:··j-·- 323 2 max .002 3 -.003 3 .075 2 0 2 NC 3 3028.265 2 , 324 . , , . · · : :min:=/; b-':_. :>.2 .. <<ois:,.: . ·2:· ;-::ot4. .;.3;·.;--: .. ·a . : , -~·2: ,, Nb.-. : 2 369.ifi869 '.3. 325 3 max .001 3 -.002 3 .05 2 0 2 NC 3 4542.398 2 :326 .-:'. min · o : · .---~:-:z >: ~:.01 ' ·:· ! 2 .. ::. ·.o4/t_. -.3. -.. , o--: . 2 . Ne : ' :, i.. 4646.804<-:L 327 4 max O 3 -.001 3 .025 2 0 2 NC 3 9084. 796 2 :.a2s:< ,>.: ._.' _._-.. ::'-· '<--:t.·,-·. :min:;;::: ;O : .. , .2, ,:·:.(oos. > ·:2, · .. · :025,· .:·, ;3 ·:---d::.: ,,;'-2: ; NCi · <<2 ·9293J3btr 3 329 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 ·330·':.:;-:-.-,· ,,,, .::./·:miri o:::·.,-;:,.2.• --~b-·.:·2,::_·-:·e:>,:·;'<i:-· o<".,2 NC 2· : .. NC' :2: 331 M38 1 max -.092 2 -.11 3 .007 3 -2.12e-5 3 3287.442 3 NC 3 ·332>t·:, . ·: m'th. :--.09:Z:/· : ·,i: · :· .. :~-/1 Hf.':-::2. ; .. ·:/0}5' .:' 2· .\'t.923e~5 2 ,_· 3-11'2.299·:•··:2 ·, ·. J\iC .. . .Z : 333 2 max -.083 2 -.095 3 .005 . 3 -2.12e-5 3 4383.257 3 NC 3 334, ;·::_ .. / ::·:_.· '-· min:-. ,~.083: :. :, :l ··:· -,.10.1'. -,-: 2 -:':/015: • : 2.:-·,.-.7.'923e:.s·· 2 -4.149.732· 2 ·-NC 2 335 3 max -.073 2 -.079 3 .002 3 -2.12e-5 3 6574.885 3 NC 3 ·335:·:''-:_.·: -::>·_.: __ '.min '.:.a.07:3.:·,· 3·'. -:.084-... >2.--':.:.,61-5 >·2,':.,o/.923e;:s:2' 6224:598 z .. Ne· 2 337 4 max -.064 2 -.063 3 -.001 3 -2.12e-5 3 NC 3 NC 3 3M·./_,.::, ... -:. min _.:.,054-_::.-e:: ::.:061< :2. ·:.-;_ots .. ,2:·',.'7:923e-!L2 ·J\lc:-2···-Ne. 2- 339 5 max -.054 2 -.047 3 -.004 3 -2.12e-5 3 NC 3 NC 3 34(:k' ·_ min·.-· . .,:os4 .: :.,_· 3--,: ·.·::.~,os1 -. '.2: :-:.:015_,:,_ --:r · ~1:92se~6-2 , · . Nd _ ~2 Ne --·2 341 M39 1 max .053 2 .052 3 .016 2 o 2 4048.272 3 NC 2 342·-·min: .:.05:,:·,-3· .:.bs.1.:·;2>;:_ocW 3·-, .. 0_·-:_2 ,·:-.Ne·: ·2 ·:: .. NC 3. 343 2 max .04 2 .039 3 .012 2 o 2 5397.696 3 NC 2 :344::,:_ :: .-.. · miri -.:037··': _3·:-;:-039_-· .. :2: :···.ooe----i ,. __ o·--,: :2·1.···NC-'.· 2 Ne. 3 345 3 max .027 2 .026 3 .008 2 O 2 8096.545 3 NC 2 346 · .. niJn!,.-:.025:.:c ·.3· ,:.'.626:•· .. :2'·_.,.:_002·.-:, 3 O .·2 NC' : 2 NC 3· 347 4 max .013 2 .013 3 .004 2 0 2 NC 3 NC 2 :a21-s··-., __ ..... -------.~ mm · .!J'1'2.::".--::'3-'°';·t;b'i'~r'":_ <:~t-'"'··.00'1. ----3 ·-o·. ··2-. ~-NG---:·--2-. "NC." -·3-·- 349 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 350 . -. rhih . ·. -O · . 2 · •. ·. . 0 . · ' 2 · -. O: ,, -2 . 0 · -2 NC . •. '. 2 · --Ne 2- 351 M40 1 max .114 2 .103 3 .031 2 3.724e-5 2 NC 3 8709.735 2 '352 ;_,, min -'.10Er'---·3 · ·. ·.103.' . 2-.·-.. 008:. 3. -1.881e-5-3 3084:927 .· 2. · NC-3- 353 2 max .099 2 .086 3 .025 2 3. 724e-5 2 NC 3 NC 2 354 min : .093 3 :: .. 686 · 2 · .. 005• 3 -1.881e-5 3 4t13.236 2 NC · 3. 355 3 max .085 2 .069 3 .019 2 3.724e-5 2 NC 3 NC 2 356 . min · .079 > 3 :-.069.' . 2 · .002 : · 3 -1 .881 e-5 3 6169.854 2 NC 3 357 4 max .071 2 .052 3 .013 2 3. 724e-5 2 NC 3 NC 2 358 · min :.066 3 .. 052 . 2 b 3 -f881e-5 3: NC 2 NC 3 359 5 max .057 2 .035 3 .007 2 3.724e-5 2 NC 3 NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 30 ~ I eompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ --. ·- Member Sec x rinl le v finl le z finl le x Rotate fr... le /n) L/v Ratio le In) L/z Ratio le .. 360. · <:· .. ·:.·, '·min · ;053 : .·3 '.<035. · . 2 · :..004 .. · : 3 . .:.1.881-e-5 • 3· · NC... · 2 NC 3 · 361 M41 1 max -.038 3 -.051 3 .004 3 0 2 4119.392 3 NC 3 362 ·.: · ·· ·.·.min ·>~.03s·-. ·· 2' ·, ~:055 · 2· < ::..007 .· .2' o. i 3834'.953 ·2 Nb .. .-. 2 363 2 max -.028 3 -.038 3 · .003 3 0 2 5492.523 3 NC 3 365 3 max -.019 3 -.025 3 .002 3 0 2 8238.784 3 NC 3 367 4 max -.009 3 -.013 3 0 3 0 2 NC 3 NC 3 369 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 371 M42 1 max -.095 2 -.115 3 .005 3 -1.453e-4 3 NC 3 NC 3 373 2 max -.085 2 -.098 3 .002 · 3 -1.453e-4 3 NC 3 NC 3 375 3 max -.076 2 -.081 3 0 3 -1.453e-4 3 NC 3 NC 3 377 4 max -.066 2 -.065 3 -.003 3 -1.453e-4 3 NC 3 NC 3 379 5 max -.056 2 -.048 3 -.006 3 -1.453e-4 3 NC 3 NC 3 381 M43 1 max .055 2 .054 3 .019 2 0 2 NC 3 NC 2 383 2 max .041 2 .04 3 .014 2 0 2 NC 3 NC 2 385 3 max .027 2 .027 3 .009 2 0 2 NC 3 NC 2 387 4 max .014 2 .013 3 .005 2 0 2 NC 3 NC 2 389 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 391 M44 1 max .114 2 .104 3 .038 2 5.433e-5 2 3085.247 3 7701.446 2 393 2 max .1 2 .087 3 .031 2 5.433e-5 2 4113.663 3 NC 2 395 3 max .086 2 .07 3 .024 2 5.433e-5 2 6170.494 3 NC 2 397 4 max .072 2 .053 3 .018 2 5.433e-5 2 NC 3 NC 2 . 393· : ·.. .., '.min . : ... 068> 3' I;.· ,053· .. : i..2,. ·.·: .. obL : 3 ~1.1.Se-5. ·3· NC' 2 .' · NC 3 399 5 max .058 2 .036 3 .011 · 2 5.433e-5 2 NC 3 . NC 2 46.0 ': ·. . ... ·.min. :oss., ' ·:S'· ·: '.::036 :: :. 2:,.; ·· \.002:_c. <f -.t15e.,5 3 . NG: , 2 NC ·· . 3. 401 M45 1 max -.039 2 -.053 3 .002 3 0 2 NC 3 NC 3 402 :. . . ... ·miri .. _·_o'39:-:.' .3·-:· '...0513'· :::f·:·, . .:..o:ft: 2. ·.: ·O·· 2 'NC··.· 2 NC . 2· 403 2 max -.029 2 -.039 3 .002 3 0 2 NC 3 NC 3 404 '· t ·m111· · .-.029/.· · 3.· , -:642 ' · 2 .. · :.,008 · 2 . b 2 NC 2 · . NC.· 2 405 3 max -.019 2 -.026 3 .061 3 o 2 Ne 3 Ne 3 4b6 · · .. min· -.02-: · 3 · · .:..028 ,· ; :t .: · .:.,oos ... 2 · o 2 Ne: .2 ·Ne 2 407 4 max -.01 2 -.013 3 O 3 O 2 NC 3 NC 3 408, ·, __ : min .:.01,:, .. •:;3; ... ·-.o:14···.2 .-.003· ,2 · 0. -2: NC 2 NC 2 409 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 410 min . O· · .•. 2· . O ., : 2 :. : 0 2 ·. O ·2 NC' 2 · · NC 2 411 M46 1 max -.092 3 -.111 3 -.008 3 1. 784e-5 3 3280.679 3 NC 3 412 min -.092-> 2· . .:..11a·. · 2 . -.03 -2· -4.04e-5 · 2 NC· 2 9471.261 2 413 2 max -.083 3 -.095 3 -.005 3 1.784e-5 3 4374.239 3 NC 3 414 · min . -.083 . · 2 •-.102 · 2 .:..025 2 -4.o4e-5 2 .NC · 2 NC 2 415 3 max -.073 3 -.079 3 -.002 3 1. 784e-5 3 6561.358 3 NC 3 416 'min . 7,073 .:· · 2, ~.085' '2 .:..019 • 2 ~4.b4e-5 2 · . NC 2 . NC. 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 31 l ' Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x rinl le v finl le z finl le x Rotate rr... le (n) Liv Ratio le n) Liz Ratio le 417 4 max -.064 3 -.063 3 0 3 1.784e-5 3 NC 3 NC 3 418' m/n . ,.::.06tL' · 2 -:068· · ; 2' .. -.01.4·· · 2 ·. -4 ... 04e'"5 2 NC 2 . · NC-, 2 419 5 max -.054 3 -.047 3 .004 3 1. 784e-5 3 NC 3 NC 3 42d · min ··.-:oss:: ·.,2·,., ~:os1-·2 ':-.008 .. ,2 · '-4.04e~5 2 .. l\ic.· .· 2 NC : . 2- 421 M47 1 max .054 2 .052 3 .008 2 0 2 4039.676 3 NC 2 422· ··. min·· · :os:· 3· .·:0·5~(-'' '2'. ·,::cioLr 3 -. o · · ,2', ,::--,:NC._·· 2· ·Ne-----, 3 423 2 max .04 2 .039 3 .006 2 0 2 5386.235 3 NC 2 424.,. · ·,, .. · min' ..... ·.037 :\ _·3_ ' ·.039 · :2 .. ~.003 . .-_ 3 · · · o ... , 2 ··:.':Ne··.·.: 2 .NC,.. 3- 425 3 max .027 2 .026 3 .004 2 0 2 8079.352 3 NC 2 -4-26 :;: ;~ · · miri: · : :\025 ·.·.: " 3· :.->.026·:.· i 2· ,· :..;002 -· . 3 b '. ·. .; 2 : ·: NC' ·: ·2 ' NC '. . 3· 427 4 max .013 2 .013 3 .002 2 0 2 NC 3 NC 2 42a:.: --ni/n,: :012 _:;·'3,.-:'i:ol3:_: • .:2:, .o -·· -3:·-:··0·-~:-2. -.:·.Nc··,.·, .. ·2.-.-·NC··_,_ -3 429 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 430·: ·,: min : ,; .. '<L · .;· 1 2. ::-:: ·or:·: ---:-2·; : ·:_; o· :· 2 cY. '.: :--: ·· 2-·.: ·:: Ne:.'.·-z. <:.-. NC:: -: 2 431 M48 1 max .114 2 .104 3 .016 2 7.594e-5 2 3056.734 3 NC 2 As2 :.-., ,,, .. _, mih ;_·:·.106: i; 3 ;_103·.: 2' ;_ ;.._Qbt · -3 f.954e-5.' 3· '3068.7612 Ne: ~3: 433 2 max .1 2 .087 3 .016 2 7.594e-5 2 4075.645 3 NC 2 ''434 ,:._, -, .. · :-; ·: trrin, :-·.0'93_ -·-' .. 3 :: :: :086: . ·.. .,2 ; ' ~ ·ci.604 ·· , . 3 · 1'-.954e-s. : .:3:'-:409-1.,682 .2 · . NC. · .. 3·: 435 3 max .086 2 .069 3 .016 2 7.594e-5 2 6113.468 3 NC 2 :43'6 :. .-·.·-min i_.os,_. ·,:.3;~/::;059 ·-:2:·'·':i,~.0O2--·.<'f ;f954ei,-:,_3 .6t37.522·i-2:' .. _:·NC;: · 3· 437 4 · max .071 2 .052 3 .015 2 7.594e-5 2 NC 3 NC 2 4.38'--.. ; :_::_::,~ , ·. ·--.,.. niih :-' .. 066 .. · :'.10-3, o: ·_;\652:'. -<2 ~·:0·01. ·: ', 3 , 1.954e:.5/-3'. <. :::NC:.-... -2 -<NC. :·:r: 439 5 max .057 2 .035 3 .015 2 7.594e-5 2 NC 3 NC 2 -4-40 .... ·/._,:.\;;·,,_;_: .... min'.',''.D53:>:3,>:·. 0:035;. ·2'1 :·_ :004_ ',3.'':1.954e~5·!3'_:,_ :NC ... :-.'.2;,' .. NC'. ;>,3·. 441 M49 · 1 max -.038 3 -.051 3 -.004 3 o 2 4110.933 3 NC 3 ·44i ,··'':'::-·:.<: ·.-.; .'. :'.'·':.·,:min -.::;o3s.-.:_ i.;2:: ,. +.o'B!r:: .:2. : ... -.. Ch5;: :,,.-2' .: ·:o :;2:,:3·8-16.'97-t-·,2 '. NC> . ·: 2.' 443 2 max -.028 3 -.038 3 -.003 3 O 2 5481.244 3 NC 3 ·444~·: ;,· · ·:~: ~---mfn--··--.:·~·~0·29 _:-:, ·-.-2<: .-:::--,-~.'0411' .". ~~-2>,.;:···~:;o.t_1 _:.·; !t·.: :-:· :. o-'., 2: :li089~3d2.: ··2~ · ·r-· N·c ··.: 2-~- 445 3 max -.019 3 -.025 3 -.002 3 o 2 8221.866 3 NC 3 .44Ef .. ' ._ .-.... "mih.'. ·to{g .. :·2::-·'-,027} .. 2 ;''. L.008: i: .2: 0-', .. : -:z :7633,9.53·:. 2 . NC : 2' 447 4 max -.009 3 -.013 3 0 3 0 2 NC 3 NC 3 44g: .--:,., .::, ·_; .'.:': .·· . ~ ,:m,n·: :C,-.of . ,.2_·, '.~.0-1·4'<:.: :2.-:·:::.'.c.004:.-, .. :. 2' . · . o , . .2:, •.:NC\,',. :t. ·: · NG. , • ;:2, 449 5 max O 2 0 2 0 2 O 2 NC 2 NC 2 .450 .. :;. : -' .r ·->::·•-miri-, ·,,(): .. ,1t .. ;··o-:':-,2,·:·-:'·o :._ -.2', .. ·a.:·,· -2· NC:. -2.,·:·Nc :. '2 451 M50 1 max .114 2 .104 3 .022 2 9.143e-5 2 3079.685 3 NC 2 .452 .. · · -:. -.. · ..... :mfrv , .301:._ .-3-: · Jo.iP-:. , 2· _,· ·,__:oos:· : 3· _. 2.5s:1ei5 .-_3-:_· .N·c i ·. :_ 2 .. -NC 3 453 2 max .1 2 .087 3 .021 2 9.143e-5 2 4106.246 3 NC 2 454· ·-.:_,.:·-·mTn-::Jj94.·:-':f,1;·:.oao/:-·2·.:·,,:<:00:L .3 ·i537e-5 3_ Nc··.··.2 ···_'.'Ne'· 3· 455 3 max .087 2 .07 3 .02 2 9.143e-5 2 6159.369 3 NC 2 456! .... ,. , · min: , ~ .. 081-. .:·.: .. :f :, : '·:OT. ; :',2 : .•. 0· · .-· 3 2:537e-5 · 3 ·. NO . 2 N·c 3 457 4 max .073 2 .053 3 .019 2 9.143e-5 2 NC 3 NC 2 458 . min , .. 068-· . ·. 3;:. . .053·: ·• :· __ 2' ·. ··· ·,003-· · .: 3 2.537e~5 · .3 :· .. · .. NC .· ·. • 2 . N°C',-: -3 459 5 max .059 2 .036 3 .018 2 9.143e-5 2 NC 3 NC 2 466 .·,, riiin ·,_055;__'., -3·,· .. 036 > '2-• ·.005' -3 .. ·2.537e-5 · 3 ··Ne· ·2 · , NC ... , 3 461 M51 1 max -.039 2 -.053 3 -.005 3 0 2 NC 3 NC 3 ::452:-"··:, ·!--·--:_rnin·-.J;039:-·:3·. -.Ost· 1 2~--~-~018 ---z----er-· -~C3Er9!:i:'82B -2''"~'-:-·Nc~·-,--:r 463 2 max -.029 2 -.04 3 -.004 3 0 2 NC 3 NC 3 ·454 · mtri · --. .:..029 · .. : 3 .. · ~.042' ·. 2:: -.014 ·. · 2. . o .. 2: 4927.-768 2 .NC . 2 465 3 max '".02 2 -.026 3 -.003 3 0 2 NC 3 NC 3 466 · ,. -, · · min · ~.02!: . : 3-: ·"'.02s · 2 -.oo·g 2 o · 2 · 7391.651 2 Ne 2 . 467 4 max -.01 2 -.013 3 -.001 3 0 2 NC 3 NC 3 468 · min , "".01:. 3 -.014. . :z -.005 · 2 ·., b 2 . NC 2 ... NG 2 469 5 max O 2 0 2 0 2 0 2 NC 2 NC 2 '47o· mlii · ci 2 .. d · 2: C) 2 ci 2 ·. . NC 2 Nb 2 471 M52 1 max -.096 3 -.115 3 -.01 3 1.181e-5 3 3150.044 3 NC 3 472 min -.096· --2 · -.123 2·· --.036 2 -5.635e-5 2 2965.766 2 ·8346.063· 2 473 2 max -.086 3 -.098 3 -.007 3 1.181 e-5 3 4200.058 3 NC 3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 32 1 ' Oompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ · Member Sec x Hnl le v finl le z rinl le x Rotate fr... le 1n) L/v Ratio le (n) Liz Ratio le 474 · --,.__ · :min : ..:.oM· ·i · .2 -"-:.,.-10s. , :2>·'· j:os. 2 -5.635e-5. 2· 3954.354 2 No . 2. 475 3 max -.076 3 -.082 3 -.004 3 1.181e-5 3 6300.087 3 NC 3 476 .. ' . min . ·-,.076 ·.: . 2 . C :.:.Q81f .. : ,.2 : a. ':.,624. 2·> -5,635e-5 2 5931.531·. 2 : r,ic '2 477 4 max -.066 3 -.065 3 0 3 1.181e-5 3 NC ·3 NC 3 .478··, : min,.: -.066 .::: .'2,: ,· :::.:07:.-: : 2, ·. ,.'i.017 . : 2 -5.635e-5 2 .. .-NC: 2 NC 2 479 5 max -.056 3 -.048 3 .002 3 1.181e-5 3 NC 3 NC 3 '480 rri'ih .. -.057 ;·: 2 -'.<"Os2; ;·; 2· ,.:';_(jf{;. · 2 · -5.635e-5 · 2 . ·:. NC •. · . .2 · NC 2·. 481 M53 1 max .055 2 .054 3 .011 2 O 2 3896.574 3 NC 2 .482 min :·: .05f-.._-. 3 :.·:i. ·,054,. '. .. ,. 2,': : ·.:.:;0-02-:. 3. -: :o; ·... 2 · 3'965.321 · 2 ... NG.·. 3· 483 2 max .041 2 .. 04 3 .008 2 0 2 5195.432 3 NC 2 485 3 max .028 2 .027 3 .006 2 O 2 7793.148 3 NC · 2 4M · mirr··· ·:':025;··.\.-:s-_··1• ·: .027 ., , :2,;. < .. :001:;: .. ,:; 3;: ·. ·_ · o.:: :· -: 2. · 7810'.6431 •• 2··_ ·:Ne:_ .. :.· 3· 487 4 max .014 2 .013 3 .003 2 0 2 NC 3 NC 2 -488. mln ',. :.6J3: .. ,-. ~ 3·.-.: · :.013· ·.· ::2-: •: '.tr:,.: ,.-3, .. : .o;,' .. · .2. ,· NC·-· : 2 · · · NC:.·.:. j 489 5 max O 2 0 2 O 2 O 2 NC 2 NC 2 491 M50A 1 max .015 2 -.017 3 -.143 3 -5.853e-4 2 NC 3 NC 3 493 2 max .015 2 -.093 3 -.802 3 -5.853e-4 2 2676.967 3 320.704 3 495 3 max .015 2 -.122 3 -1.076 3 -5.853e-4 2 1907.339 3 228.502 3 497 4 max .015 2 -.089 3 -.829 3 -5.853e-4 2 2676.967 3 320.704 3 499 5 max .015 2 -.011 3 -.198 3 -5.853e-4 2 NC 3 NC 3 501 M51A 1 max .015 2 -.011 3 -.198 3 0 2 NC 3 NC 3 503 2 max .017 2 -.051 3 -.55 3 0 2 4281.878 3 512.975 3 505 3 max .019 2 -.068 3 -.697 3 0 2 3050.838 3 365.494 3 .:506.'.' ,.'':.. :; ·· · ?·: -·. mln· .... ,..004:. :-:: 3:. '• _:_:21ii . · : 2· .· . .' ':,,'.702 . : ,2. ,. ,·. 'Cl : ···: ':·2, ::-968.835 , 2 . 365A9~L -:·2:- 507 4 max .021 2 -.05 3 -.565 3 0 2 4281.878 3 512.975 3 509 5 max .023 2 -.009 3 -.227 3 0 2 NC 3 NC 3 511 M52A 1 max .023 2 -.009 3 -.227 3 0 2 NC 3 NC 3 51-i-: ' .. ·.: ·. •. min-• -~ 0-" 3 , -.031'' ,,2·.; -<233',· · 2' ... · O . 2· . NC·,. ·. 2, ·,NC. 2 513 2 max .024 2 -.05 3 -.565 3 0 2 4281.878 3 512.975 3 515 3 max .026 2 -.068 3 -.696 3 O 2 3050.838 3 365.494 3 51'..6 . :• ,-· ·· .. min . · .004 > ; 3.-.· .. :~:21s. ,,. · 2. .:.::101 · . i ··· . o 2 . 968.835 . 2--365.494 2 -. 517 4 max .028 2 -.051 3 -.549 3 0 2 4281.878 3 512.975 3 51'8' ·::: min .. ·:006 / s· · c-.163 · .· 2· -.554:: .. 2· .. · o· . : 2· -'1359.768 · 2 · 51.2.975 2 519 5 max .03 2 -.011 3 -.196 3 CJ 2 NC 3 NC 3 520 , · · . min .008 ·: ... 3 : .:..033 : 2; · : ~~20·1 : 2 . · 0. '. . · 2. ·. NC . 2 NC · · 2 · 521 M53A 1 max .03 2 -.011 3 -.196 3 0 2 NC 3 NC 3 522. mfn ·• .boa·:_···· 3·: ~.033 · .. : 2; .. -.201 . . 2. b :. · 2. _., NC · 2 • . NC: 2 523 2 max .03 2 -.089 3 -.829 3 O 2 2676.967 3 320.704 3 524-niin .bbs ··3 ~.274 . 2 -.833 .. · 2 0 · . 2 850.107 2 320.704 2 525 3 rnax .03 2 -.122 3 -1.076 3 o 2 1907.339 3 228.502 3 526 · mln · .008 : .. 3·· <-.369' 2 -1.081 .· 2 · 0 2 · 605.701 , 2 228.502 ·2 527 4 max .03 2 -.093 3 -.802 3 O 2 2676.967 3 320.704 3 528 min .. 008 · .3 -.269. 2 · -.807 2 0 .. · · 2 850.107 · 2 · 320.704 2 529 5 max .03 2 -.017 3 -.143 3 0 2 NC 3 NC 3 530· min .oos>-3 -.022 2 -.149 2.· o 2 Ne· 2 NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 33 , • Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z rinl le x Rotate rr... le fn) Uv Ratio le /nl Uz Ratio le 531 M54 1 max -.143 3 -.017 3 -.008 3 0 2 NC 3 NC 3 · 53·2-·· · r -, min·, ·_:_:-1'49;_:_-.. 2',., .;·.~-.022:----2~.: . --~03·. ··2 .. -.· _. o--· 2 · <_ N·c-;. 2 · NC-2- 533 2 max -.144 3 -.047 3 -.002 3 0 2 4375.47 3 NC 3 -534._ min -: -ds·. 2 ., -.127 .. · 2 ·::-.024 ·-2 o · 2 1392.49 -. 2 NC · -2 535 3 max -.146 3 -.056 3 0 3 0 2 3106.242 3 NC 3 536 --:--· min °'~.151 ., ;z',: .::::.Hw·· 2 · :·._,_622--· 2 · :o·\. · 2 , 988.5.59. -2 --~ NC : 2 537 4 max -.147 3 -.037 3 -.001 3 0 2 4363.202 3 NC 3 ·538. min:> :_.:.,1:53:.· . 2 -,:, "-.118· 2· ·-.023 2: --.! b . · • • 2· 13.88.585.: 2. -::-NC · ·. 2 539 5 max -.149 3 .002 3 .007 3 O 2 NC 3 NC 3 '540i-· -.. ·.·. foin.-·-<1.5'4·._2;·/~:004" 2-,;_;._016:'··2-:0·.--:.-2-.;. Nc·:.·2 N·c--:· :z:. 541 M55 1 max -.149 3 .002 3 .007 3 0 2 NC 3 NC 3 :542·, _ -.. _.--·, ·-.min· .. -:As4::, ... , 2 .,;-,.,;.004:: ·2:. ·--~-th6·· :·: 2-,-,· __ ,. cL:~:-, 2 ---·Ne·_:_. >:t, -: No< -2: 543 2 max -.149 3 -.038 3 .006 3 0 2 4360.901 3 NC 3 -544·,;-~ · "> .. '/: .. --'=mih ,..:/f54,;: '. ~t-_-;,::_fHL~ i:. · " .. 6f1i ·· 2 '_,.,, 6 :·' ~.,: :-:'2 . ·1387:853. : 2 : :'. NC< -.-2. - 545 3 max -.149 3 -.056 3 -.002 3 2.203e-3 2 3122.627 3 NC 3 54tf ;:-:-·: .. , /. ·: .; ": '-rriin. :-.::.154 _ '. , .2,.:::-·:.:..1'66: : ~2 :.;;.:021 -· :-. 2 · .. 6,863e~4.: _3_· 993:774-.> 2-.. :' ·Nd' .-.. _2-· 547 4 max -.149 3 -.047 3 -.01 3 4.729e-3 2 4363.243 3 NC 3 54.8. · --·-·:: . ':'min .':.;J54,--:-:-' 2-_, .--:; t28··' · :..2' . ~ '-.036 ' .. 2 T47-3e~tf' .:'3 : t~88.598-:: .2' . NC,: , 2: 549 5 max -.148 3 -.018 3 -.01 3 7.254e-3 2 NC 3 NC 3 -550·: .·. __ .::.min' · ~:154'. _ :i:· .:.SJ'.123 2, : :,t-.035. -_-··2-_:'.J2°:.26e-3-.: :.-3., -·,-Nc~_::,.-·.-.2. -;·Ne-. · 2: 551 M56 1 max -.148 3 -.018 3 -.01 3 0 2 NC 3 NC 3 · 5s2 : '.~ -:: • ··· min, : :: -·. 1:s4··: -'.'2--:~·-;: :.:023 . < 2 : : · -_::::oas:-~ . ~( :.: .: .. :_ o--· • ,: : :. 2> ;· ·:-Nt .. _ .. i-<· .:Ne>:-: ·, -~L 553 2 max -.149 3 -.047 3 -.002 3 O 2 4363.644 3 NC 3 s54-mrn :-:1's4 _:, .2 .. :-ff2a: .2·:, :~.o:r'/ _; f: :::i·:Jr.·: ·2 .. 13aa:12E:r ·.2: .-Ne.,-.. : .. 2. 555 3 max -.149 3 -.057 3 -.003 3 o 2 3106.391 3 NC 3 556:~r-<~ '."s" --;: _--:, "-·-(m1n -~--,ts4-i ; 2~' :;, __ .. ::;1·57,-' ,_. 2 -< .:: ... 63.1 -;_·2ic;-.::· :. a·:-.;: __ , --·--2,.' .-988.606 ·-i . -t:Nc·_ :· 2-.' 557 4 max -.149 3 -.037 3 -.002 3 O 2 4375.618 3 NC 3 ·5ss·::Oc-',.:,_,_:-:, : :: '· · .;; · min>· -.i55 :-_: 2 ·. _; ;:'.f11 · :·2..: •. -.029.; · ,-·t · .-. o-· .. ·2:: :1392:537 :2--. NC_ ,_. 2'· 559 5 max -.149 3 .002 3 .005 3 0 2 NC 3 NC 3 ~560; in,rf',:.::j'.55· : ,."i_..,.-.:.:b03:, ,. 2·> :-..... :02-2 .. ::. :2: •. ,._.: dt·' ·i:'·-.'. Nt>:: : i· -. "N"c:f: : :2.- 561 M57 1 max .005 3 .002 3 .155 2 1.492e-2 2 NC 3 NC 2 562, · --mih . ~.0·2z -. ·· :t> >·003:: ·• 2: <,-.. 1-49 , ---3 :. ( 5·;55e·.:·:r · ·.-tf.: ~.: .: ·Ne : · 2 · : Ne _ ; ·, 3 563 2 max .005 3 -.078 3 .812 2 1.492e-2 2 2676.967 3 320.704 2 ·5E34,:o_::--,·-.--•: -'miri/' ,:.:022>' :_2' ::~_254<·:2-f. :_86ff>.-.3::.6;55e-3 :.3,;.s50·.-1.b7-:'2 :320.764· .3: 565 3 max .005 3 -.112 3 1.084 2 1.492e-2 2 1907.339 3 228.502 2 ·566 .. :;"; .: min :_ :-,J'.)22 .< ;_:2 : . ~:asg· -. 2> ::·1:0?~f---3: '(t55e~3 .-::3,, ::eos.701.· -2 · · 228'.502'/.3.:- 567 4 max .005 3 ·· -.084 3 .835 2 1.492e-2 2 2676.967 3 320.704 2 568';: :-min·-<022--:2., :.~:26!(~;2, _33··· -·.3,·6.55e.:3 '-3:,85(H-07 2--:320.704-·3, 569 5 max .005 3 -.01 3 .201 2 1.492e-2 2 NC 3 NC 2 sto· ,._. ·-· ·-'".', · min > --.02i _----:2---· ._ ·--_031 · :_:z · · :195· -3' _ · 6:sse-s · 3' i ; .Nc --.,:.z· -•-Nc, • , 3 571 M58 1 max .005 3 -.01 3 .201 2 1.492e-2 2 NC 3 NC 2 -57i -. -. -.. ·min·'. -~.022' _.-.··2·· :<·.,..ci:H-:.,: ,.-:2, :.~ .196; 3 '.6.55e"-:-3 1··3·, .' NC· '2 · NG-·· 3 573 2 max .003 3 -.029 3 .372 2 1.305e-2 2 9112.775 3 1084.595 2 ·s14., .-· . ::· ·m1n --·.a:.024.> "2 ·;. ---.093'· -2:-· ----.365 .· c -. 3 ·5fl1e-3. 3 · 28?1 :072 , 2 1099:533 3 · 575 3 max O 3 -.033 3 .416 2 1.119e-2 2 7718.971 3 888.177 2 ·575-';,--'-·~,--.--.. ---~----:~_' --·:':~·: ·mh, '."'-.,~026~'.·-· :·:2';'·-::::'ios·--~-~2r· ,>:407~· r3-, 4.9'l3e-::3--3--:·2zi.24:34"· ·_2--,--~-gos-.-33:-.. -3 - 577 4 max -.001 3 -.021 3 .324 2 9.325e-3 2 NC 3 1780.473 2 578 min .. -.028 ·: ·,2 · . --.067 ·, ., 2 .316,·--3 4:094e-3 · 3 !hsi .062 . 2.· 1844.41'8 3 . 579 5 max -.003 3 -.01 3 .233 2 7.46e-3 2 NC 3 NC 2 580 min _. · .:,.03 ,: -i-2·-.·;..034 -:·.2 ·.227-· 3 · 3.275e-3-· 3 , -NO -2 -· Ne· · 3. 581 M59 1 max -.003 3 -.01 3 .233 2 7.46e-3 2 NC 3 NC 2 582 · · min -..:.ci3. : 2 ~.034 ·_ . 2 -. .227: · 3 3.275e-3 3 -NC · 2 NC 3 583 2 max -.005 3 -.022 3 .308 3 5.595e-3 2 NC 3 2011.2 3 584 min ---.63:2' -2 ·. -_ . ~.cit.·-2--.307 : 2 2.456e:.3 3 4744.748 2 2177.956 2 585 3 max -.007 3 -.035 3 .395 3 3. 73e-3 2 7041. 759 3 968.399 3 586 min -~.034 · 2 .. --.111.-2 .388 2 1.638e-3 -3 2268.183 2 1039.611 · 2 587 4 max -.009 3 -.031 3 .355 3 1.865e-3 2 8289.283 3 1181.291 3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 34 • ( · Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate ft... le In) Uv Ratio le (n) L/z Ratio le '588 · · .. min · -.036 .. '' 2 .:.098 ~ . 2 · · :349· · 2 8,188e4 3 2679.886 2 · 1284.522 2 589 5 max -.011 3 -.01 3 .203 2 0 2 NC 3 NC 2 591 M60 1 max -.011 3 -.01 3 .203 2 3.25e-3 2 NC 3 NC 2 592. .. min.:. -· .. 0$8·:·; 2; ·.,.:631:-·., 2· .-,.197.-.. 3 1-:124e~3 ,3 NC: ·,._2·· :Ne· 3 593 2 max -.011 3 -.084 3 .837 2 3.25e-3 2 2676.967 3 320.704 ·· 2 595 3 max -.011 3 -.112 3 1.085 2 3.25e-3 2 1907.339 3 228.502 2 597 4 max -.011 3 -.078 3 .812 2 3.25e-3 2 2676.967 3 320.704 2 599 5 max -.011 3 .002 3 .154 2 3.25e-3 2 NC 3 NC 2 601 M61 1 max .154 2 .002 3 .038 2 0 2 NC 3 NC 2 603 2 max .154 2 -.037 3 .033 2 O 2 4443.037 3 NC 2 605 3 max .154 2 -.056 3 .032 . 2 o 2 3160.868 3 NC 2 607 4 max .153 · 2 -.047 3 .034 2 o 2 4453.162 3 NC 2 609 5 max .153 2 -.018 3 .022 2 0 2 . NC 3 NC 2 611 M62 1 max .153 2 -.018 3 .022 2 0 2 NC 3 NC 2 613 2 max .153 2 -.047 3 .021 2 o 2 4363.243 3 NC 2 615 3 max .153 2 -.056 3 .026 2 O 2 3122.627 3 NC 2 617 4 max .153 2 -.038 3 .031 2 o 2 4360.901 3 NC 2 619 5 max .153 2 .002 3 .031 2 O 2 NC 3 NC 2 621 M63 1 max .153 2 .002 3 .031 2 0 2 NC 3 9127.171 2 623 2 max .152 2 -.037 3 .019 2 O 2 4363.202 3 NC 2 625 3 max .151 2 -.056 3 .02 2 0 2 3106.242 3 NC 2 627 4 max .149 2 -.047 3 .02 2 0 2 4375.47 3 NC 2 :E:3'28: . ... . .. · .;·miri ~ · .. 144-·'Y··', 3 .' ~.12Y::.·.> 2.' ·'-~.002.: ·: 3 0 ; 2 'i 1392:49 .2 NC. : 3. 629 5 max .148 2 -.017 3 .015 2 0 2 NC 3 NC 2 631 M68 1 max .013 2 -.005 3 -.099 3 -7.895e-4 3 NC 3 NC 3 632:. :. . '.rt,in /. :-0., 3 .·~.016" ,. 2' ·' ,,._102. 2· -8.b77e-4 2 NC 2 ·. NC 2 633 2 max .013 2 -.005 3 -.102 3 -7.895e-4 3 NC 3 NC 3 634 : · min<.·., 6 . .-.~ : .. :3' . :,,.01e· ·. :2 · ·· ~.105 ·. 2 · -s.otte-4 · 2 NC· 2 ·. Ne· ·· · 2 635 3 max .013 2 -.005 3 -.106 3 -7.895e-4 3 NC 3 NC 3 636 > · min ... o·: ,: ,· 3• :_.:.._016< . 2 -.109 ·. · 2 ~8.077e-4 2· NC .2 · NC ·2 637 4 max .013 2 -.005 3 -.11 3 -7.895e-4 3 NC 3 NC 3 638 .,. . inin · 0 3. ·.· "-:017 · 2. · -.113. 2 -8.0Tte-4 2 NC· 2 NG·. 2 639 5 max .013 2 -:005 3 -.114 3 -7.895e-4 3 NC 3 NC 3 640.. ·m'iri ·. "b . < :,:f -.017 .. 2 ;.116 . 2 ~8.077eA 2 NC 2 ·Ne 2 641 M69 1 max .013 2 -.005 3 -.114 3 -6.82e-4 3 NC 3 NC 3 642 min ··0 3 :~.011. -2. -.116 2 -6.977e-4 2 Ne 2 NC.· 2 643 2 max .013 2 -.005 3 -.11 3 -6.82e-4 3 NC 3 NC 3 644 ··min. ·a .. ·· '3 :...017· 2· -:112 2 -6.977e-4 2 ··NC 2 ·-NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 35 , ( ) ~ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x rinl le v finl le z finl le x Rotate fr... le fn) Uv Ratio le !n) Uz Ratio le 645 3 max .013 2 -.005 3 -.106 3 -6.82e-4 3 NC 3 NC 3 647 4 max .013 2 -.005 3 -.102 3 -6.82e-4 3 NC 3 NC 3 648 min• :a-·· .. , ·3.: •. 015·.·2 ··-,164 ··,2·.:.6.977e-4'2 NC·. ·2 ·.NC-2 649 5 max .013 2 -.005 3 -.098 3 -6.82e-4 3 NC 3 NC 3 651 M70 1 max .013 2 -.005 3 -.101 3 -6.915e-4 3 NC 3 NC 3 653 2 max .013 2 -.003 3 -.104 3 -7.158e-4 3 NC 3 NC 3 655 3 max .013 2 -.002 3 -.107 3 -7.401 e-4 3 NC 3 NC 3 657 4 max .013 2 -.003 3 -.11 3 -7.643e-4 3 NC 3 NC 3 659 5 max .013 2 -.004 3 -.114 3 -7.886e-4 3 NC 3 NC 3 661 M71 1 max .013 2 -.004 3 -.114 3 -6.822e-4 3 NC 3 NC 3 663 2 max .013 2 -.004 3 -.11 3 -6.822e-4 3 NC 3 NC 3 665 3 max .013 2 -.005 3 -.106 3 -6.822e-4 3 NC 3 NC 3 667 4 max .013 2 -.005 3 -.102 3 -6.822e-4 3 NC 3 NC 3 669 5 max .013 2 -.oos· 3 -.098 3 -6.822e-4 3 NC 3 NC 3 671 M72 1 max .077 2 .004 3 .011 2 1.259e-4 2 NC 3 NC 2 673 2 max .075 2 O 3 .013 2 1.259e-4 2 NC 3 NC 2 675 3 max .072 2 -.004 3 .015 2 1.259e-4 2 NC 3 NC 2 677 4 max .07 2 -.008 3 .016 2 1.259e-4 2 NC 3 NC 2 679 5 max .067 2 -.011 3 .018 2 1.259e-4 2 NC 3 NC 2 ·6s(f·-: -·:.·.-rhin J'.>65\'."·:"3 ,.·.<614:;'.".2 .. dos· · ~~f: 3·.4949~5,,.:3:. "·:NC'.··· 2<; Ne·.; 3 681 M73 1 max .075 2 .003 3 .008 2 1.046e-4 2 NC 3 NC 2 682·:· ,.·,.. m1n:: .. ci:t2''::.', .. 3··:.: .. ·.o:: ,;2-' ·.-<oo4 3·:2.691e-s···3·· :Nc:.··2·· r,Jc.:'· 3· 683 2 max .072 2 O 3 .01 2 1.046e-4 2 NC 3 NC 2 685 3 max .07 2 -.004 3 .012 2 1.046e-4 2 NC 3 NC 2 687 4 max .068 2 -.007 3 .013 2 1.046e-4 2 NC 3 NC 2 689 5 max .065 2 -.011 3 .015 2 1.046e-4 2 NC 3 NC 2 691 M74 1 max .074 2 .003 3 .016 2 5.129e-5 2 NC 3 NC 2 692 .. · min .072':, . 3. C~b: ·' · 2 · >,dd4. ··· 3 ·-2.59e-5. 3· NC·' 2 NC 3 693 2 max .072 2 0 3 .014 2 5.129e-5 2 NC 3 NC 2 694.: ,.:· . miri ... 069 ·· ·.3 · · ,-,003 ·· ·· 2. .002 · . 3 -2.59e~i5· ·3 · ·, NC 2 · . NC 3 · 695 3 max .07 2 -.004 3 .012 . 2 5.129e-5 2 NC 3 NC 2 696 · ·. mfn -·.067. · 3 · -.061. 2 · O . 3 ·-2.59e-5 3 NC 2 NC 3 697 4 max .067 2 -.007 3 .009 2 5.129e-5 2 NC 3 NC 2 698 min .. 065. · 3· · _. -.01 · 2 · · ~ .. 002 . 3 .. :.2.59e-5 · 3 NC 2 · NC · . 3 699 5 max .065 2 -.011 3 .007 2 5.129e-5 2 NC 3 NC 2 700 : · . min · ... 062· 3· · · -.014 • · 2 · -.Ob4 3 -2.59e-5 3 · NC · 2 Ne 3. 701 M75 1 max .077 2 .004 3 .019 2 7.483e-5 2 NC 3 NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 36 I • ! J ~ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x rinl le v finl le z finl le x Rotate fr... le (n) Uv Ratio le (n) Liz Ratio le 702· · min · .0.74.··: 3·.1. · o· .. 2 : .00·6 · 3. -1.584e-5 3·. "NC . 2 ·. NC·. 3 703 2 max .074 2 I O 3 .017 2 7.483e-5 2 NC 3 NC 2 ·704 ,. min . ·.072:,. :.3 '.· -.003: ... 2 · .. : ~_O(j4::· .. 3 ..,f584e-5 3 -· .· N<> . 2 NC 3 705 3 max .072 2 -.004 3 .015 2 7.483e-5 2 NC 3 NC 2 706 · . , nifri i .·· .069 .· ·: 3 . ::.-:007; · .. 2 c· ·.0·02:, : 3· ,.f.584e~5-· 3 NC · -· 2 . NC 3 707 4 max .069 2 -.008 3 .013 2 7.483e-5 2 NC 3 NC 2 10a · · .min .o6v ·:-.3.: ,, -:ot 2 .-6. · · -3 _;:.f:584e-s .. 3. No · 2 Nc·· . 3: 709 5 max .067 2 -.011 3 .011 2 7.483e-5 2 NC 3 NC 2 .710· ", .: ... niin ··::,065 .... 3· -,.,~014:.: 2· _).,;002>° :,:3· .-1.584e-5 ,. __ 3, .>NC.> · 2 . NG: 3_·_ 711 M72A 1 max .032 2 -.054 3 -.149 3 -3.707e-3 3 NC 3 NC 3 . 71'2-.-:-~ · min ·:.L004 .\·.·. 3·: ·' ·.:.t61: ·,: :-r· . ,-,1·54.-: : 2.;,;,.;1:167e~z;:,·2.·. , ... · NC . :2,. >: NC,· · 2 713 2 max .032 2 -.111 3 -1.004 3 -3.707e-3 3 3606.984 3 245.521 3 '714 ·.,.-:; '._'. > .·:,m'in·,·-::00.4''',~ .··3-.,:.,;,344· ··,2, ,.;:~f.609.'. · 2<f . .'167e-'2c:.2··'1.132'.143:: 2 245.521·· 2 715 3 max .032 2 -.169 3 -1.356 3 -3.707e-3 3 1803.492 3 174.934 3 . 7l(i3° :_-.;·: <-rnih '· .. :'004. · 3 .·,_:_ '-.527 · .· ~.,2":.::;i.~f':352·: .: tf '-1'.167e-:-2 '2'. ;:566.072· .· Z. '. 174.934:-· · 2 · 717 4 max .032 2 -.226 3 -1.029 3 -3.707e-3 3 1202.328 3 245.521 3 :718 :.:i .. •:: · , ... , .. ,· -.-.min' .. '.:604 .< :.<f;. · .,.,709:\·:; -z_; ::.1::634~ .. :2:. '~~ ;167e-2:· z: __ -377.38'1 · .2 . 245:521: .2. 719 5 max .032 2 -.283 3 -.198 3 -3.707e-3 3 901.746 3 NC 3 .72CY..; . , .min f.004-.':'-:.j:-::.·:· ... ]392::::.' 2. :>.:204.;: .2'.'.-1.d67e-:2 :2 ·.283.036. 2.· · NG: ... :, 2· 721 M73A 1 max .032 2 -.283 3 -.198 3 -3.7e-3 3 NC 3 NC 3 :122·-··.:: ;' ' . iJ.. ' rriifr:·_·:·,oM. .·3. ': ::.·:892·-··., :2:·: ' .. -.:.:zo;ir· ,.·2: '.,:f.166e~2·' 2' .. _NO 12·,,. NC :,2. 723 2 max .032 2 -.283 3 -.656 3 -3.7e-3 3 NC 3 392.717 3 'o/24:.':., __ ,'.:\-. ".:· . .-: min,. ·.:004 ··.:.;3_;-.-.:.:..s9s;-:/:":2 :c.<6'62,.2;,2.·:-.,4._f66e.,2<2· .No·· 2.;.39i.'nt-·z 725 3 max .031 2 -.283 3 -.845 3 -3.7e-3 3 NC 3 279.811 3 ·;125.;: ~ ·,,· 'miii;-;::..004-,;.:/$_:;;,.:..si9tr ::.2·,;,_/-~:as1.:-;2 :::t1.ee·e:.2 1:2:.':;;Nc. -.. 2:. 2t9.st1: -2:. 727 . 4 max .031 2 -.283 3 -.671 3 -3.7e-3 3 NC 3 392.717 3 ·'1'28 · ·,;.,.-: ::-: .:. ·,: ;, ·,: "{rrl'fn-,;< .Ob'A.: -.,. tr i':._894: ), ,,·:2' '..',,-,676': .. 2 -'-1::166e ... 2·--·2. :. : :' NC-· · · .. i j92_111-< 2 . 729 5 max .031 2 -.283 3 -.227 3 -3.7e-3 3 NC 3 NC 3 730•:; ::", ;-; ·::::· ·.' '.'.·:·;,:··min-i ·. ::OM·:·,· .. .3' i ·-;;g9,f' ;_t(.'.' ·· :<2s2::.:.'·; :tL'-L166e-2 :ii:• . NC : .. ,2 .· NC. · ., 2·. 731 M74A 1 max .031 2 -.283 3 -.227 3 -3.718e-3 3 NC 3 NC 3 ··132 · .. _. -min.\·:· ::oo4 ·). ,:-:.f .:..894 ,, 2 ··::: •. ;232/:·/2: :"1;tJ.e~2-: 2 .. ; ·•Ne.-· .. 2 ·Ne·.: ·-2 733 2 max .031 2 -.283 3 -.67 3 -3.718e-3 3 NC 3 392.717 3 '734 ·':>··~::". ::·;·.: · :·· min.-~ ::004.;_:.'3·· 1., ~.894"~: -2:·;_·-.675'.: .2 ~:1-1°.ie-2 '.2 · · NC' .... -:·2 ·392:1.1.7' 2' 735 3 max .031 2 -.284 3 -.845 3 -3.718e-3 3 NC 3 279.811 3 .·735-,,:_'"::'>·;::·_.-,,,_, :.· >:'·:' h\ir;.· ·<004:\ ·3·'.: '.a:.894.·:·' . .2·:·:'.'._· .... 849;·,,_ 2' .·;1,17~::2:\ 2°_·,. NC_-: ·2·.' 279,811 ·2- 737 4 max .031 2 -.284 3 -.655 3 -3.718e-3 3 NC 3 392.717 3 '.738. ~·· .. min· ·,.o_Q4.· \:::3°,.'i..894.·'. 2.' :(':<5<3' ·• .2.:.-1 .. 170-2:2 :·-·.Nc:.:·2'· 392.71.7'. 2· 739 5 max .031 -2 -.284 3 -.197 3 -3.718e-3 3 NC 3 NC 3 , 740 :'., : .._, ' -· min . , .004: >i · 3> .. ;._395· . · 2.: ,, ,;;201. · 2 : -·f.1·10~2' · z· NO. ·. 2. · Ne ·. 2·. 741 M75A 1 max .031 2 -.284 3 -.197 3 -3.09e-4 3 NC 3 NC 3 . 14:t: l .. > mln: <:.064. '· , 3 .:' --:895,; '~2 ··' --:201 --2. -:6.906e~4. 2 NC 2 : : NC .. : -2· 743 2 max .031 2 -.227 3 -1.028 3 -3.09e-4 3 NC 3 245.521 3 f44' ·: · . -.. -.. :·; · ·, -min .:boa. ·y:. 3.. · ..:,:tt:(·; . 1 -1.033: 2 -6.906e;4.-: :t NC· 2 . 245_52r 2· 745 3 max .031 2 -.169 3 -1.356 3 -3.09e-4 3 NC 3 174.934 3 ,745,. : ... }_-~ niifr.~. ~ob3:,·~·:---3~ ;'-:s29~--.:_-.. :2. ;··:-.1.361~ .. :2-·~a.9oee.:.4 2 ·-N'c·--·-2 174.934 .2-.· 7 47 4 max .031 2 -.112 3 -1.004 3 -3'.ff9e-4 3 NC 3 245.521 3 148 · · . -'min .. : :oM.._ ,.:. ::3 : .. ,.·.346 .,. · 2 : ,.1.009 · 2 . ..:s.9o6e~4 · 2.· Ne -2· 245_521 2 749 5 max .031 2 -.055 3 -.149 3 -3.09e-4 3 NC 3 NC 3 .15(5' -.-.F,,,-. inin', -.0:03_,:: 3···,,··7:164'-, 2 .. : -.·1ss·r · 2: -6.906-e-4. 2 N·c, 2· NC.'·, 2 751 M76 1 max .021 2 -.057 3 -.145 3 1.166e-2 2 NC 3 NC 3 752'· ·· min·-.·o·.·_.· 3·_ . ..:.166'· 2· ·-..,.15 2 3.705e-3 3· NC .. 2 NC 2· 753 2 max .021 2 -.114 3 -1.002 3 1.166e-2 2 3644.711 3 245.521 3 ·754 min · d ', ·;· ·3 '· -.348 -,,2 .. :~1.007 i 3.705e-3 3 1137:943 2 245.521 2 755 3 max .021 2 -.17 3 -1.355 3 1.166e-2 2 1822.355 3 17 4.934 3 756 · · min O 3 -· -.52~f·. · 2 -1.36· 2 3. 705e-3 3 · 568.972 2: 17 4.934 2 757 4 max .021 2 -.227 3 -1.028 3 1.166e-2 2 1214.904 3 245.521 3 758 niin · . O · · 3 · ,-.711' · 2-· -1.033 2 3. 705e-3 3 379 .. 314 . 2 245:521 · 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 37 , ( ' Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x rinl le v finl le z finl le x Rotate rr... le 'n) Uv Ratio le 'n) L/z Ratio le 759 5 max .021 2 -.284 3 -.198 3 1.166e-2 2 911.178 3 NC 3 I 760.-• min · : · 0 '.-. · · .3 .: -·_sg3 .' ~( · ~:204' · 2 3:705e-3' · 3 -·284.486 · 2 · NC: · · · 2-.I 761 M77 1 max .021 2 -.284 3 -.198 3 1.167e-2 2 NC 3 NC 3 752· min·. o· '· · · 3 . ·: _.,..893: · · · 2 -.204 -_ · 2 -· 3.706e-3 , 3 -NC. 2 NC -2 763 2 max .021 2 -.283 3 -.656 3 1.167e-2 2 NC 3 392.717 3 765 3 max .021 2 -.283 3 -.845 3 1.167e-2 2 NC 3 279.811 3 767 4 max .021 2 -.283 3 -.671 3 1.167 e-2 2 NC 3 392. 717 3 769 5 max .021 2 -.282 3 -.227 3 1.167e-2 2 NC 3 NC 3 771 M78 1 max .021 2 -.282 3 -.227 3 1.169e-2 2 NC 3 NC 3 773 2 max .021 2 -.283 3 -.67 3 1.169e-2 2 NC 3 392. 717 3 775 3 max .021 2 -.283 3 -.844 3 1.169e-2 2 NC 3 279.811 3 777 4 max .021 2 -.284 3 -.655 3 1.169e-2 2 NC 3 392.717 3 779 5 max .022 2 -.285 3 -.197 3 1.169e-2 2 NC 3 NC-3 781 M79 1 max .022 2 -.285 3 -.197 3 4.334e-4 2 NC 3 NC 3 783 2 max :022 2 -.228 3 -1.027 3 4.334e-4 2 NC 3 245.521 3 785 3 max .022 2 -.171 3 -1.354 3 4.334e-4 2 NC 3 17 4.934 3 787 4 max .022 2 -.114 3 -1.001 3 4.334e-4 2 NC 3 245.521 3 789 5 max .022 2 -.057 3 -.146 3 4.334e-4 2 NC 3 NC 3 791 M80 1 max -.073 2 -.018 3 -.117 3 -3.523e-4 3 NC 3 NC 3 793 2 max -.077 2 -.016 3 -.129 3 -3.523e-4 3 NC 3 NC 3 ·794·' · ·:.,/./·· . min ', ·-:095.'.' · .'3• ; :.:.:.025:: · ~: 2 I·. ,,.J49:>--:2-·:.",:1.oase..:3 :-2 · -. Ne· : · .2 ,·. NC· · , z 795 3 max -.082 2 -.014 3 -.141 3 -3.523e-4 3 NC 3 NC 3 797 4 max -.086 2 -.012 3 -.153 3 -3.523e-4 3 NC 3 6977.746 3 799 5 max -.09 2 -.01 3 -.166 3 -3.523e-4 3 NC 3 5233.309 3 801 M81. 1 max .116 2 .002 3 -.105 2 1.458e-4 2 NC 3 NC 2 803 2 max .12 2 -.001 3 -.118 2 1.458e-4 2 NC 3 NC 2 805 3 max .124 2 -.004 3 -.13 2 1 .458e-4 2 NC 3 NC 2 806 min , .103 : . 3 ··. -~01.8 ,.· ·2 ·: ~.13SV · 3 -3.382e-4. 3 · :. NC 2 NC . 3 807 4 max .128 2 -.007 3 -.143 2 1.458e-4 2 NC 3 6800.391 2 808.·· '-:. min · :'107 :--. 3 .. --.025 2 .:.151..' -·s ,.;3.382e-'..4-. 3., NO 2 NC. 3 809 5 max .132 2 -.011 3 -.155 2 1.458e-4 2 NC 3 5100.293 2 810 mih .;· .111 .. -. -3· · -,033 2· >.164. -3 · -3.382e-4 3. NC : 2. NC · 3 811 M82 1 max -.096 3 -.018 3 .114 3 1.302e-2 2 NC 3 NC 3 812· -_. · •-. min > .':.12 2 -.023: 2· .103 2 5.592e-3 3 NC 2 NC 2 813 2 max -.1 3 -.016 3 .126 3 1.302e-2 2 NC 3 NC 3 ·s14 . -min "'.125 ·i 2 :..025 -. 2 .114 2 5.592e-3 3 NC 2 . NC ---2 815 3 max -.104 3 -.014 3 .137 3 1.302e-2 2 NC 3 NC 3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 38 • l ' €ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate fr... le (n) Liv Ratio le (n) Liz Ratio le 816 : min .,.129 , 2 · :_..,_027 2·· •.· ·.125· 2 5.592e-3· '3--' NC . .2 · .. NC.. . 2 817 4 max -.108 3 -.012 3 .149 3 1.302e-2 2 NC 3 NC 3 81.8 · mlh · -.133 :. 2:. ".~.029. · ·. 2 · '' .1-37 .. · 2 5.592e~3 _-3:: • NC . 2 7431.797. 2 819 5 max -.112 3 -.01 3 .161 3 1.302e-2 2 NC 3 NC 3 820 · .. _:: '· · mih .,-.1.37 , 2. , :-:-.031,·:-... 2:· .. :·;149. ·. · 2 5.592e~3· '. 3.· ·<NC.·.·· 2 5573.848-' 2· 821 M83 1 max -.095 2 -.011 3 -.163 3 3.392e-2 2 NC 3 5414.862 3 822 ·. min ·_ ,,.._·11, .,: . 3;· .·.·. ;_.033 · . 2~ '~.18 · · 2 .·1.085e-2 .3 .8788.972 -'.2 ·· NG· .. ··' 2 823 2 max -.091 2 -.007 3 -.151 3 3.392e-2 2 NC 3 7219.816 3 824 · .min . -;106. <3 <·~.626 ·:' .. '2 ,. --~168 : -2 :"f085e~2> 3· NCf -· · 2· · · NC,,c -.:.2. 825 3 max -.086 2 -.004 3 -.139 3 3.392e-2 2 NC 3 NC 3 826., :. ;: '. .-:·· · .. rniri-· ... :10:t · j,. -:;~_018 i , 2 Hsi· ::2·: .1.085e~2 ·;_, 3.: . · .. NC 2: ·~Nd-: : ..... 2" 827 4 max -.082 2 -.001 3 -.127 3 3.392e-2 2 NC 3 NC 3 828. ·. _:>, :min· :·::.:.('.)'gg ·_ -3 , . -i011 · ·., 2 . <A45-.. 2· :.1';085e-2. ·. 3· : ,: .Ne: .... '·2 . '.'Ne:_." ,;2,. 829 5 max -.078 2 .002 3 -.116 3 3.392e-2 2 NC 3 NC 3 830· . · .... ·. ·.: ·.: i : •. ::·mln, '. ;.094.:": 3::'_-_; ~.o64·.,· .. · '.2:·. -.134 2. 1·.085e~2 .. ;y. '.--Ne:.'· t :_·.NC.> , 2 831 M84 1 max .022 2 -.022 3 -.148 3 7.92e-3 2 NC 3 NC 3 832·'· · ·. > ·,:': ·· .. ·min -.. · .. o· .'=" -3,· ·:. <ot~L.·. 2:-. ·.· '-.:1·53::'. 2 2:5.f6e-3· 3·: NC 2:·,, · NC·.·· 2. 833 2 max .022 2 -.138 3 -1.003 3 7.92e-3 2 1774.775 3 245.521 3 .834 , .. -_.-:·: :·:: ; rt.fin ' o · ·. , ff· . ; .;.43a:;., :2-:_: ::f.069 · ·, 2. · . .'2.51.6e-3' : 3' : 565.686 . 2 245.521: '·· 2 835 3 max .022 2 -.255 3 -1.356 3 7.92e-3 2 887.388 3 174.934 3 :a35. :.:: · · ·, · m'ir.1 >: .. cv -s . .-.-\ .:,_:-8Mi·-,:)2 ... ,,f.36:t. , .. 2 ,:2.s1-6e-a·e,3:·:.23z-_343. 2-·_174.934' i· 837 4 max .022 2 -.372 3 -1.028 3 7.92e-3 2 591.592 3 245.521 3 .s3it .· ;_ , .•. · , .. ' ... mfn, · :: o' :', .. ::. 3.-: ''.-1J1:·· .. : · 2. i:,-:j:63'4.-,-2 2.51:ae.:a -:·3 -1.Mli62 .· 2 .245:s2t 2.·. 839 5 max .022 2 -.488 3 -.198 3 7 .92e-3 2 443.694 3 NC 3 '340 > .'·: .. . ; ,.: _:;. min,, -ro · :,.: ::.-s< .,·_;.t:535_.\.;:2, · ,-'.--.20.4·:.. 2 .-2:5.ti:le-a· .~3·. :1,4{421 ·. 2· ,,., NC.·-... 2: 841 M85 1 max .022 2 -.488 3 -.198 3 7.935e-3 2 NC 3 NC 3 ·842::.-_\,.: ·, .. -..... ·min-.. 'O"_ .. ,:_'/j:: -~LsM, ... 2::\-.,-/204·· ·. :2 .. ·:Z:521.e-3.-.i:3 .,::.Ne··. ·2. ; __ No.:: z-_, 843 2 max .022 2 -.488 3 -.656 3 7.935e-3 2 NC 3 392.717 3 344.-.· .. :·· :·· :mifi ..... Lo' ... :::1 s::.-.... 1._-53s-.:::::2-'· :.,662~·2·2.s21.e~3'-,:3·,~·_.-Nc· .... 2';·392-.11"1:·:,2· 845 3 max .022 2 -.487 3 -.845 3 7.935e-3 2 NC 3 279.811 3 846 · · miri.-' ·_-... 0:~->,: ·s::c::,. ;1 _535 _; :-2., ·:' .·~.ss1 · ;•,2 2,521:e/3: 3 Ne ... ·_ · 2 ·_, 279.814 ·: 2 847 4 max .022 2 -.487 3 -.67 3 7.935e-3 2 NC 3 392.717 3 •848. ·:'.. ... .. . miri .. :'. 0.:.<..1 .. 3:_ /·-1' .. 536, ·,:2,:: "::,~.676., ,.2 ·:2.521.e'.,3·. 3/-'..NC'. · 2 .·392.717 2. 849 5 max .022 2 · -.486 3 -.227 3 7.935e-3 2 Ne· 3 NC 3 -sso .. _: , · ·: ,.... . • mrn:1 :.:'.oF:· ,':, .3: :_.::~1-:5ss ;: 2 .· .:~.232' ·. ·· 2·--. 2.s21·e~3 .: 3 .. ::-: Ne.· z .·:"··::.-NG·-'.: 2 · 851 M86 1 max .022 2 -.486 3 -.227 3 7.942e-3 2 NC 3 NC 3 852 . -· , · · -min .. d'··._,·_-· '. 3. ·:., ~1 .. 53'tr> 2;_' : .-,-.232-. : 2 ··2:523e~3· 3 -'NC·. . 2 ·; .. 'N'.C'<. :· 2'. 853 2 max .022 2 -.487 3 -.67 3 7.942e-3 2 NC 3 392.717 3 i354 , ... _ ·min __ : .: __ o, .. : ,· 3>. · -1.537 2---:. -.~.675 , 2 ·2.s23e-3 3 ·Ne i , 392.11.i· . 2, . 855 3 max .021 2 -.488 3 . -.844 3 7.942e-3 2 NC 3 279.811 3 856. . min ,,~. b:', :: 3·. '. ·,,.1__5·3s . 2 ·-.-.849.: . 2 .'.2.523e~.3 '3 · NC:'. '2 279.811 · 2 857 4 max .021 2 -.489 · 3 -.655 3 7.942e-3 2 NC 3 392.717 3 858: .min -7.o·:.'.::. -,3· :·-1.539 :2 ~.66: :2 2.523e~3-3. NC., .. 2." 392:71i .2 859 5 max .021 2 -.489 3 -.197 3 7.942e-3 2 NC 3 NC 3 860., :.: :~,. --min,-, ~:·cf .,-3, :_·:,~1.54 .. ,: -2.-1 •• '-.201 . ·. 2-2.523.e-3: 3· . NO -· 2. ·.NC·: .. 2. 861 M87 1 max .021 2 -.489 3 -.197 3 -1.0Z5e-3 3 NC 3 NC 3 '862 ·. ·. · _. .. · .· :ri,ji, 0 3. · :.<.f54.. : .2. · ,._201. · . 2:' .:2.953e-3: 2.. NC 2 NG•·· 2 863 2 max .021 2 -.372 3 -1.028 3 -1.025e-3 3 NC 3 245.521 3 864. ·min >, · ·o :3 :·-1.173 : 2,· ·. -1.032: 2 -2.953e;.3,. 2'; ·NC. 2 245.521 2 865 3 max .021 2 -.256 3 -1.356 3 -1.025e-3 3 NC 3 174.934 3 '866 min ·.-··. O •: 2 : : 3 · ~.806.· · · 2 : · -1.361 · 2 -2.953e-3 2 NC 2 174.934. 2 867 4 max .021 2 ·-.139 3 -1.003 3 -1.025e-3 3 NC 3 245.521 3 , 868 min · -:. o .-·. 3 -.439 ' 2· -f 008, · 2 -2.953e-3 2 Ne 2 245.521 · 2 869 5 max .021 2 -.022 3 -.148 3 -1.025e-3 3 NC 3 NC 3 .870 min' · O , . 3 :..072 · 2 · -.1.53· . 2 -2.953e:.3 2 NC 2 NC 2 871 M88 1 max .031 2 -.042 3 -.148 3 2.852e-3 2 NC 3 NC 3 872 . mfh ,: .. 007. ·3· .. -:129 .. · 2 ·. -.153 2 9.053e--4 3· NC 2 NC 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 39 , l 7 Company : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nem_ko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate rr... le (n) Liv Ratio le In) Liz Ratio le 873 2 max .031 2 -.181 3 -1.004 3 2.852e-3 2 1482.191 3 245.521 3 875 3 max .031 2 -.321 3 -1.356 3 2.852e-3 2 741.096 3 174.934 3 876 : . : miri < .001.: : 3"-. ~1.·009 ·, 2. i -1.362 -2 : tfb53e-4 3 . 235.225 2 17 4.934 -2 877 4 max .031 2 -.461 3 -1.028 3 2.852e-3 2 494.064 3 245.521 3 879 5 max .031 2 -.6 3 -.198 3 2.852e-3 2 370.548 3 NC 3 Md"._.; ... ': ·-·., .. :·.-:-niih _-'.001:< --3 · :..t.889-.. ··2: -;20:4 ·. 2 '9.053e-4. ,3 fii:613 2 ;NC' · 2 881 M89 1 max .031 2 -.6 3 -.198 3 2.866e-3 2 NC 3 NC 3 883 2 max .029 2 -.6 3 -.656 3 2.866e-3 2 NC 3 392.717 3 885 3 max .027 2 -.6 3 -.845 3 2.866e-3 2 NC 3 279.811 3 887 4 max .026 2 -.599 3 -.67 3 2.866e-3 2 NC 3 392. 717 3 889 5 max .024 2 -.599 3 -.227 3 2.866e-3 2 NC 3 NC 3 891 M90 1 max .024 2 -.599 3 -.227 3 2.862e-3 2 NC 3 NC 3 893 2 max .023 2 -.6 3 -.67 3 2.862e-3 2 NC 3 392.717 3 895 3 max .021 2 -.6 3 -.844 3 2.862e-3 2 NC 3 279.811 3 897 4 max .019 2 -.601 3 -.655 3 2.862e-3 2 NC 3 392.717 3 899 5· max .018 2 -.602 3 -.197 3 2.862e-3 2 NC 3 NC 3 901 M91 1 max .018 2 -.602 3 -.197 3 2.059e-3 2 NC 3 NC 3 903 2 max .018 2 -.462 3 -1.028 3 2.059e-3 2 NC 3 245.521 3 905 3 max .018 2 -.322 3 -1.356 3 2.059e-3 2 NC 3 17 4.934 3 907 4 max .018 2 -.182 3 -1.004 3 2.059e-3 2 NC 3 245.521 3 909 5 max .018 2 -.042 3 -.149 3 2.059e-3 2 NC 3 NC 3 ·91·0.' ·_-:-.:----min'. --~,db6-;:· ·_3._ --. -.129:., ·, 2' .. : .,.154,. 2: >7A36e-4· 3 <·Ne· · :z--,. No · · 2 911 M92 1 max .022 2 -.051 3 -.148 3 -8.481e-4 3 NC 3 NC 3 913 2 max .022 2 -.189 3 -1.004 3 -8.481e-4 3 1503.233 3 245.521 3 91:4 · "min· · ·:a:ob4<:·, ~r -, ~.si:L.-: 2-·:-~f.009._ ,-2-~2.661e-3 · 2 · 472.2s1 . 2 , 245;s21 --2 · 915 3 max .022 2 -.327 3 -1.356 3 -8.481e-4 3 751.616 3 174.934 3 916.· miri · '.,;.004~:; ·:.s:: __ :_1:018: _' 2: · .,.1.362'' · 2 -·~2.667e-3:-:2 236.118 · 2 : 114.934 i 2· 917 4 max .022 2 -.464 3 -1.028 3 -8.481e-4 3 501.078 3 245.521 3 919 5 max .022 2 -.602 3 -.198 3 -8.481e-4 3 375.808 3 NC 3 920 · -· · min -'-.004 ,._· · 3 · -.1.895\ -2 · .-.204:, .. -2. -2',667e-3 2 1.18.059 2 NC·. · 2 921 M93 1 max .022 2 -.602 3 -.198 3 -8.432e-4 3 NC 3 NC 3 922 --·min ·;.;_004·,;:,3 ·c.t:895:-·2-,-.204. ,2 -2.658e--3·2-Ne· -2. Ne-2· 923 2 max .023 2 -.602 3 -.656 3 -8.432e-4 3 NC 3 392.717 3 924 . · · min ·_ ---.062 ,-· ·3 -'-1.895--2 -.6.62 -2 -2·.658e-3 -. 2 -NC 2 392.717 2 925 3 max .025 2 -.602 3 -.845 3 -8.432e-4 3 NC 3 279.811 3 926 min· -O · -3 -t.896 --2 · .· ~.851 · 2 -2.658e-3 .-2 NC 2 279.811. 2 927 4 max .027 2 -.601 3 -.67 3 -8.432e-4 3 NC 3 392. 717 3 928 · min --b -· ·3 -.· -1.896:. 2 -:-.676. 2 -2.658e-3 · 2 ·Ne _ 2 392. 717 2 929 5 max .028 2 -.601 3 -.227 3 -8.432e-4 3 NC 3 NC 3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page40 , 1 1 eompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections {Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate fr... le (n) Uv Ratio le /n) Uz Ratio le . 930: min. · .063· _ . 3 · · . .:.1-.·395 · .2. .:..232 · ·2 · -2.658e-3 . 2· ··NC · -2 . NC-. .2 931 M94 1 max .028 2 -.601 3 -.227 3 -8.5e-4 3 NC 3 NC 3 .932 ... ,. ·m1ri'.-:003::··3 .... -1:a95.', 2 ··-.232 2·,..2.674e~3·2' Nc.···2· NC.' 2 933 2 max .03 2 -.602 3 -.67 3 -8.5e-4 3 NC 3 392.717 3 935 3 max .032 2 -.602 3 -.844 3 -8.5e-4 3 NC 3 279.811 3 936'-.. ~ · .: .. min: ... : .od6 ;. .-3 ,: -1 :898 : 2 _ .. __ ·_349·-2 .-2.67 4e-3 · 2. -_:. NC-, 2 279.811 . 2 937 4 max .033 2 -.603 3 -.655 3 -8.5e-4 3 NC 3 392.717 3 939 5 max .035 2 -.604 3 -.197 3 -8.5e-4 3 NC 3 NC 3 941 M95 1 max .035 2 -.604 3 -.197 3 -4.47e-4 3 NC 3 NC 3 943 2 max .035 2 -.466 3 -1.028 3 -4.47e-4 3 NC 3 245.521 3 945 3 max .035 2 -.327 3 -1.356 3 -4.47e-4 3 NC 3 174.934 3 947 4 max .035 2 -.189 3 -1.004 3 -4.47e-4 3 NC 3 245.521 3 949 5 max .035 2 -.051 3 -.149 3 -4.47e-4 3 NC 3 NC 3 951 · M96 1 max .03 2 -.034 3 -.148 3 -2.467e-3 3 NC 3 NC 3 953 2 max .03 2 -.149 3 -1.004 3 -2.467e-3 3 1800.483 3 245.521 3 :954·:.· ·· •· · : ,. :· ... ~mirr 1~ • .'ooa: : '· 3; · .. :-:.A48\' :.t:·2 ... ·. ·-'J,009 ·, ·_ 2·, :.-1.763e-3 ._ 2: '. 561:.545 :: ·.:2 .·. 245·_521:, '2' .· 955 3 max .03 2 -.264 3 -1.356 3 -2.467e-3 3 900.241 3 174.934 3 957 4 max .03 2 -.379 3 -1.029 3 -2.467e-3 3 600.161 3 245.521 3 959 5 max .03 2 -.493 3 -:198 3 -2.467e-3 3 450.121 3 NC 3 961 M97 1 max .03 2 -.493 3 -.198 3 -2.463e-3 3 NC 3 NC 3 963 2 max .03 2 -.493 3 -.656 3 -2.463e-3 3 NC 3 392. 717 3 965 3 max .031 2 -.493 3 -.845 3 -2.463e-3 3 NC 3 279.811 3 966,:: .. ·· '·mrn · ·:O.d3.' .. _ .3 .... · ... tssa::: .2 ·. --:8sf ... :2.-.:.7.759e-3' 2. Nd.·' 2-279.811 ~'i: 967 4 max .031 2 -.493 3 -.67 3 -2.463e-3 3 NC 3 392. 717 3 969 5 max .031 2 -.493 3 -.227 3 -2.463e-3 3 NC 3 NC 3 971 M98 1 max .031 2 -.493 3 -.227 3 -2.474e-3 3 NC 3 NC 3 973 2 max .031 2 -.493 3 -.67 3 -2.474e-3 3 NC 3 392.717 3 974 ' m'ih .-.004· ' 3 ·-1-:556 . 2·. :<.675-· · 2 · -7.78E3'e-3 2 NC 2 392.71'7 2 975 3 max .031 2 -.494 3 -.844 3 -2.474e-3 3· NC 3 279.811 3 977 4 max .031 2 -.494 3 -.655 3 -2.47 4e-3 3 NC 3 392.717 3 9'18 · · ' .·:. ", -·· -. min -.004 .·-> . 3 ·. -:1.s/5o/ . 2· . -.:..66 : . 2 '-7.786e-3. 2 -• · Ne 2 392'.717' 2 979 5 max .031 2 -.495 3 -.197 3 -2.47 4e-3 3 NC 3 NC 3 980 . ., min .. · .004. 3 .'. -t.558 ... 2 --.201· -2 -7.786e-3 ,2 · NC .. 2· .. NC. . 2 981 M99 1 max .031 2 -.495 3 -.197 3 2. 76e-3 2 NC 3 NC 3 982 · ·. ·, -min· ·.004.,· -3 .·-f.553· 2· .-:..201. 2 7.892e-4. 3· NC. 2 'NC 2 983 2 max .031 2 -.38 3 -1.028 3 2.76e-3 2 NC 3 245.521 3 984 min · .004' · · 3 --1.188. ·.2: ·-1.033 · 2 i892e-4 . 3 -NC· · 2 245.521 · 2 985 3 max .031 2 -.264 3 -1.356 3 2. 76e-3 2 NC 3 17 4.934 3 986.· .: min -.004.::. ·3 -.81°9 ·2· ·:-1.361 ·2 7.892e~4 3 NC. 2 174.934· 2 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 41 1 ' J <z:ompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v Hnl le z finl le x Rotate rr... le 'n) Uv Ratio le 'n) Liz Ratio le 987 4 max .032 2 -.149 3 -1.004 3 2.76e-3 2 NC 3 245.521 3 988 -· min · ,0.04 . · 3··· · , ~:4t5' :. :. , · 2 · · :.f.009 2. 7.892e~4. · 3: . '. Ne · · 2 . 245.521.-2 989 5 max .032 2 -.034 3 -.149 3 2. 76e-3 2 NC 3 NC 3 990 · min · .604 3·. · :..os : . : 2 · ..:.154 · ;· 2· ·t.892e~4 . 3 NC 2 ·Ne ·; · 2 991 M100 1 max .153 2 -.01 3 -.14 2 1.105e-3 2 NC 3 NC 2 .992 , . mih .: .:12s·< · 3 · · --.031 •· '2·, :<-.1.51.'. : 3 :f519e~4 :· 3 ·.·Ne: .. :. 2 NC· .. 3· 993 2 max .156 2 -.033 3 -.333 3 -5.234e-5 3 9516.617 3 1268.106 3 994: 7•.. • ., ·• mfn .' :131;.:, .' 3 . ~.208. _:·2:''>.41'5 .. : 2 ".:3':319e~4 ··2-1·254._353 2 . 823.78'.. '2 995 3 max .159 2 -.16 3 -.326 3 -4.626e-4 3 14 75.161 3 1373.452 3 995: i' 0 •) ; < s, min-:, C .1.34,• ,: 3. • •, ..:.:613 ', 2' i.392 : :2: ;:.1'.769e::3· •• 2 '., 380.58' . 2 ' 929'.01-9 i' 2, 997 4 max .161 2 -.332 3 -.239 3 -8.728e-4 3 686.403 3 3294.232 3 : 998 · .:. ·min·, <1<3Ef > . ff' ' .. ,.:+J·09.. 2'.' · : ).2·49· ·; : :2 , ~3:206e-3, 2 '·205.Eh6· .i· 249E{689 . 2 :. 999 5 max .164 2 -.493 3 -.167 2 -1.283e-3 3 458.623 3 NC 2 :1 bbcI ,, . : . . · ·'. · · ·. ·m,n.: · : . 1:39\::; · i3. · <:: .. i,sss.:' · ·. ··2 :: . : ::.]Jg;,. 3 :4.t343e-3:: · 2-·, .145Adi3 · ·. 2 .· · · · NC, -··. ·. 3 1001 M101 1 max -.115 2 -.493 3 · -.184 3 -2.653e-3 3 NC 3 NC 3 1°<)62 .' ·· ' ·,.,· · · · -Tllih '::..f34: :,::'."3:-, ·--1'.5s5· ,·2-./~.20.4 · 2.<1.757e-3 2' . , :NC·:._· 2 7349:214· 2 1003 2 max -.112 2 -.428 3 -.082 2 -3.219e-3 3 3961.981 3 2412.473 2 fdol4..· ·,,,-·c. · · ·. min.<'/te1 .. /:··a:.-i· · ... 't.32tf, 2':··~<t54· .. :3· ;;8:s45e~3 ·2\.·14ss'.s3a. 2 •. ·No .. ·: ·:·3. 1005 3 max -.109 2 -.314 3 -.105 2 -3.785e-3 3 3531.714 3 3202.369 2 10oe·; ' .. , ·:.. . · ·· .. :,min · : ::.J 28· ,, '·.: .3. · ..: ::.:-3}54· · · .. 2~ , _,._tatr · . 3 : "9i332e::.3: .. 2: t29s'.'t28.: 2 : -~-Ne: :. . . . 3: 1007 4 max -.106 2 -.169 3 -.17 2 -4.35e-3 3 5803.024 3 NC 2 1:'ooa·, · · · :. · \ .. : .· 1 -min: .. ·!:-: 12s :' ... : :J :;;_-.s11 : :~t,::,, .-~::ha: .. ::.·: i: --f:01.20~2,:· i 2'.11:1:8'6~3:: 2 . 4s1 e.103 : 3: 1009 5 max -.103 2 -.01 3 -.154 3 -4.916e-3 3 NC 3 NC 3 1010, · -:. :. · .; ; .. '. < .. · .. min:· .. ,:·.,j.22':--:< 3. '· .. -,631-.>_.; r .2: · .· .<1·:'7-.4·.: '. ;,:2, .-1.091-e.,2 .2 : , .( Ne .. • 2 . Ne: : i· 1011 M102 1 max -.109 2 -.011 3 -.154 3 -6.976e-4 3 NC 3 NC 3 1(h2: . <·'· ; . ': .'.> ; \)' .. min···:. '~j·2~f-O: ·3:i,\ -.:.:;()33-':;: i:'2'· :·'.' ·:A12·t .· .. 2 .,-1'':691-e73;· 2' !· .Nd'·;, ;z ,_ .. :·NC: .. : 2 . 1013 2 max -.112 2 -.089 3 -.144 2 7.679e-4 2 2811.556 3 7728.734 2 1014:. /:.,'._: .. ::·_ ... '.,· .. ,min',. ;.-126 :;"· ·3_; .:-:3os-:-c'. ... 2,.: ': .. ;1,54,/-::3_ "3;04e-5 .. :: s. 1 so8·_74: · -2 ····Ne.· :' 3. · 1015 3 max -.115 2 -.222 3 -.12 2 2.627e-3 2 1039.397 3 4197.53 2 101.6 .' : : , .. : : ·-~ .· , ·:foirf. :.~:129 ::; .:·3 ; ... ,:..,:'J..2Jf .. :~ 2 :_ .:.154. :-. 3~ -:ff.36ae~4 <3:.: 316.696, . 2 ... ·Ne-.::·. · rt· 1017 4 max -.118 2 -.369 3 -.129 2 4.485e-3 2 614.279 3 5072.293 2 t61a.: , : :· ·.: .· '. •min: :.-.: .. ..:J 32< : .. 3 ·: :, -~1.'A.8-f.; .· 2:.-1,-' -:.16.1 ·, ·. 3 .: 1.3d4e..:3 : 3· 19.t:137 · ::t · .. ·Ne : · .3· 1019 · 5 max -.121 2 -.486 3 -.182 3 6.344e-3 2 462.572 3 7861.264 3 1020,-;..r:···'_i. '· .. ., :.:/-miil .-,:~_:t3s '/:. :r :_:;r:s3s.· .. ·2'. _,:..2:. >·.2· 1:atfa-s 3~. iA<r.49s· :2 ·811":2.59'7". :z:: 1021 M103 1 max .155 2 -.486 3 -.174 2 6.415e-3 2 462.621 3 7307.926 2 1022"' ,· , .:-::-·· .· mrri .. :1:s5. :::'\'3'.-., ~-1-:535 ... ,z-:·, .:. :.:.1s3_ .. -3 2::<Js2e~3 .-3.· i'.46:s25 ·. ;z-. 1s3'4.e9s ,. 3.: 1023 2 max .153 2 -.375 3 -.097 2 4.812e-3 2 604.082 3 4684.361 2 fb24· .. · _:_ ... ··-:\·_.: < .. ''.min .: .. 13°Z: .. ,·· :3,·>-fta1 .. :: 2. :·:.;..1'55. · ,:3. 1°.562e-3 '3· ,:.19TEi71 ·2: .·: -NC_,_ ... 3: 1025 3 max .15 2 -.231 3 -.079 2 3.208e-3 2 999.719 3 3414.7-93 2 1026 ... -:: .i' ·: .'.:min <£A29;, ·: : s. · : -.::.127· • 2: .. ,·~.144 •· · ·s, .. 1:041e~3 .3 : 311.296: · 2 ·.Ne,·. -:3 1027 4 max .147 2 -.095 3 -.101 2 1.604e-3 2 2594.592 3 5219.764 2 1628 .: . m'i'fr ·,.·. :.126 °.3. ',·,,'..:.3th· :,:.2 , .:.14ff:· 3. 5.2b6e~4. 3 ·'822.167 · 2 Ne . ,.:3 1029 5 max .144 2 -.011 3 -.144 2 0 2 NC 3 NC 2 1()30-·. :.: .. ::..-m,n,.: .123:.; .. 3":-:033_::2~---~-.1s3·., ·3 ·.:-tf .·2:··· Ne 2 Ne .3_ 1031 M104 1 max .054 2 -.018 3 -.145 2 2.873e-3 2 NC 3 NC 2 foitt.'·:' 0 .:-·s:': .. : · .... ·:· .,, ··mrn·:·_,,,·~027".-~, c 3: ~-·:'.:023~·-::-2-:-•. ~~:1"4Ei':':"' :r "8'.279e".:4 ~-3':' .:·' ... Ne···-~ · 2-:-.. -:-NC-.'-t 3- 1033 2 max .056 2 -.063 3 -.167 3 2.195e-3 2 4717.379 3 NC 3 1034: ···.min· .. · .. 03 · 3 · · ~.166·, 2 . :...16s· 2. 6.293e~4 .. 3 .. 14.88.9812 .. NC·· 2. 1035 3 max .059 2 -.196 3 -.183 3 1.516e-3 2 1190.479 3 NC 3 1036 · . min . · .033 "· : 3 :;:592-·.: · 2·:,: .:...134· 2 4.306e-4 • 3. · 372.755 2 ' NC . · 2 1037 4 max .062 2 -.386 3 -.192 2 8.374e-4 2 575.468 3 NC 2 1038·•. .min-·.035: ·3 .. .,1'.202·: :2 ·> .. ~.193 3 2.31:9e-4· 3. 179.82· 2· NC. 3 1039 5 max .065 2 -.602 3 -.194 3 1.588e-4 2 362.475 3 NC 3 1040 min :· -.038 · · 3: ., -1:s95 · 2 . -.194 · 2 3.329e-5 · 3 113.193 2 NC 2 1041 M107 1 max -.009 2 -.604 3 -.194 3 -2.635e-4 3 361.453 3 NC 3 :1042 ·min· -.033,'-3--1.9:-2 -.204 2 -7.98e-4 2 112.87 ·2 NC 2 1043 2 max -.006 2 -.456 3 -.194 3 -6.887e-4 3 482.726 3 NC 3 RISA-30 Version 5.0c [C:\RISA\Nemko 4.r3d] Page 42 , < > €ompany Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope Member Section Deflections (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Sec x finl le v finl le z finl le x Rotate rr... le fn) L/v Ratio le (n) Uz Ratio le 1.044:, · · ' · min · ·..,.03 · 3' :·.-f.429: · 2.-· ::.:20s· · ··2 · -2.163e:.3 2 · 1·50.674 . 2 NC · 2 1045 3 max -.003 2 -.31 3 -.184 3 -1.114e-3 3 725.578 3 NC 3 1·046 ni'in.•-.027'. ·.3 ::.~.959 .:2· ::,._195·:: .2'-3.527e-3::2 .. 226A06,·2· NC: 2 1047 4 max O 2 -.163 3 -.167 3 -1.539e-3 3 1454.759 3 NC 3 1048 :·/.min.:·-:025;·. 3 -::c.49: __ · ::.:z,·:-~_179-.::2.·.,.4:_892e-3.·2: ·453.851 ·2 ··Ne .... 2 1049 5 max .003 2 -.018 3 -.147 3 -1.964e-3 3 NC 3 NC 3 1051 M108 1 max O 2 .002 3 -.147 3 4.012e-2 2 NC ·3 NC 3 1053 2 max -.003 2 -.142 3 -.166 3 3.034e-2 2 1471.077 3 NC 3 1055 3 max -.006 2 -.291 3 -.182 3 2.055e-2 2 721.581 3 NC 3 1057 4 max -.008 2 -.444 3 -.193 3 1.077e-2 2 473.636 3 NC 3 1059 5 max -.011 2 -.6 3 -.195 3 9.831e-4 2 350.959 3 NC 3 1061 M111 1 max .058 2 -.602 3 -.193 2 1.077e-3 2 350.028 3 NC 2 :J 062 ::· '..: :,_ miri : .. ·.034 ... , ; :3 · :> ·~1:'.894-. : '2 : . : __ 194:.'; , 3·· 3.394e-4'.. 3 . ' 111.812: · · 2' NC 3'. 1063 2 max .055 2 -.45 3 -.193 3 1.111e-2 2 467.624 3 NC 3 1065 3 max .052 2 -.297 3 -.183 3 2.115e-2 2 707.252 3 NC 3 1067 4 max .05 2 -.145 3 -.167 3 3.118e-2 2 1435.453 3 NC 3 1069 5 max .047 2 .002 3 -.147 3 4.122e-2 2 NC 3 NC 3 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k*s112/ft No Data to Print ... Envelope Joint Reactions Joint Xfkl le y fkl le z fkl le MX fk-ftl le MYfk-ftl le MZ fk-ftl le 1 N5 max 0 2 -5.266 2 4.684 3 0 2 0 2 0 2 . 2:'. ·;,•. .. ... min .· 0 3·. : "7..736. ··;3 tf::665 .. , 2.: .. ·o ' :t'· 0-2' o· . 2·· ,\" : .. . .. .. .. 3 N24 max 0 2 12.65 2 0 3 0 2 0 2 0 2 k' ' . ~ -min ... .. .. ·o· ~----~: 10:085: .:. j' . ,· b '',-: .:'.·;f: : .. (). 2·· .·o·. . . 2 0 2. .··· .. ·.3 ,,t .. ., 5 N22 max 0 2 -4.803 2 4.534 2 0 2 0 2 0 2 Ef _., .. •, · fn,n ,· d:· ··> ·.-3_ /·:t.367:, .' 3. ·4:534:-.·3'. . .. . 0., :: ... 2: : .0 .. .. 2 b .. 2 . .. .. .. .. ,,· 7 N1 max 0 2 12.147 2 -.012 2 0 2 0 2 0 2 :s.· ,. min-: . 0 3· ,.'. 9:703 ·.3 ' : '..:.01'2 ,. ~f .. ::er 2 (j' 2 o· ·2 : ., 9 N10 max .28 3 14.576 2 .006 2 0 2 0 2 0 2 10 •., '• . ·,., niih , ... ~:os7 2' ','; '4.866··. 3. .··.002• ; 3 0 '. ·: 2 .0 2 : 0 2 ,.• '. 11 N12 max .013 2 13.852 2 0 3 0 2 0 2 0 2 ·-12 min-.. -.006 . 3.0 .:.3'.924· .3 0 .. 2·· 0 2 o. 2; 0. 2· .. . , .. 13 N14 max 0 2 14.678 2 0 3 0 2 0 2 0 2 14: mln ;__291 ' -·3·:· . . b 2 0 2 0 0 .. ·,,·4.904' .. 3 2 2 15 N4 max b 2 12.192 2 -.012 2 0 2 0 2 0 2 16 ·.min o· 3 9.721·. f3 :-: --.012· 3. (j· 2 ,. 0 2 0 ·2 ,,· ,. .. 17 N26 max 0 2 -4.846 2 4.558 2 0 2 0 2 0 2 · f8 .. ·. min ·-7.384 4.543 3 0 , 0. .. 0 ., 3 3 2· 2 0 2 19 N28 max 0 2 12.654 2 0 3 0 2 0 2 0 2 20 min o. 3. 10:o~r 3 '• 0 2 u 2 0 ·2 (j,, 2 ' RISA-30 Version 5.0c [C:\RISA\Nemko 4.r3d] Page 43 , ( > Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Envelope Joint Reactions (Continued) Nemko Jan 26, 2011 1:42 PM Checked By: __ Joint X fkl le Y fkl le Z fkl le MX fk-ftl le MY fk-ftl le MZ fk-ftl le 21 N8 max O 2 -5.311 2 4.696 3 O 2 O 2 O 2 :: 2Z, .: min· o · ... •:r· · -1.155 . ·· 3.· 4.695, 2 · b 2 ·. O : 2 d: · -·· 2 23 N20 max 0 2 13.953 2 o 3 o 2 0 2 0 2 24 · min > -~.341-. 3.: 4.518 -3 · O: . . 2 o· · · . 2 . .· 0 2 · O 2 25 N18 max .009 3 15.143 2 0 2 0 2 0 2 0 2 -26·-· · ··· min :-.-~.026\·.:2/ :.4,634'···:fr:Yo .··.'._3.· .. ·o ... -·2'. -·o· ··2 o 2 27 N16 max .35 3 14 2 0 2 0 2 0 2 0 2 29 N13 max O 2 O 2 O 2 -.048 3 O 2 -.071 3 31 N42 max O 2 O 2 o 2 O 2 O 2 O 2 33 N39 max O 2 0 2 0 2 0 2 0 2 0 2 35 N40 max O 2 O 2 O 2 0 2 O 3 O 2 37 N41 max o 2 O 2 o 2 O 2 O 2 O 2 39 N7 max O 2 0 2 0 2 0 2 0 2 0 2 41 N25 max o 2 O 2 O 2 0 2 O 2 -.014 3 43 N11 max O 2 0 2 0 2 0 2 0 2 0 3 45 N2 max O 2 0 2 0 2 0 2 0 2 O 2 47 N35 max O 2 0 2 0 2 0 2 0 2 0 2 49 N36 max O 2 O 2 0 2 0 2 0 2 0 2 51 N37 max O 2 0 2 0 2 0 2 0 2 O 2 53 N32 max O 2 0 2 0 2 0 2 0 2 0 2 55 N33 max 0 2 0 2 0 2 0 2 0 2 0 2 57 N23 max O 2 0 2 0 2 O 2 O 2 .701 2 59 N15 max O 2 0 2 0 2 .195 2 O 2 O 2 ·.'eo·· ... :.min .o.· .2, ,· a,' :2:, .Ck· 2 .. 08(f. ·3 .. o· :2 -.:.O·-:. 2- 61 N63 max O 2 0 2 0 2 O 2 O 2 0 2 63 N66A max O 2 0 2 0 2 0 2 0 2 O 3 65 N21 max O 2 0 2 0 2 0 2 O 2 .042 2 67 N74 max O 2 . 0 2 0 2 O 2 O 2 -.002 3 68. min 0.-··2 ··o: .... ·2 ·.o .2···.0:-2 o·· .. 2 -.do6. ·2 69 Totals: max O 2 115.618 2 18.432 3 1o ... ,., ___ · ··min . o .. , , . 3 i 36.742 · :t,,·1sA32: 2 Envelope ASD Steel Code Checks Me ber Shae Code Check Loe ft le Shear ... Loe ft Dir le Fa ksi Ft ksi Fb -... Fb z-z ... Cb Cm CmzASD E ... 1 M1 W8X15 .511 12 2 .000 0 3 5.531 30 37.5 6.498 1 .6 .6 H1-1 ·.·.2 ·,, M3. .W.8X15 •, .505. · 12 2 .· .000 ·12 3 .5.531 30 · 37.5 · 12.996' 1 .6 .6 Ht-,1 3 M4 . W8X15 .146 12 2 .000 0 2 5.531 30 37.5 6.498 1 .6 .6 H1-1 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 44 " '-'-1 Gompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Envelope ASD Steel Code Checks (Continued) Jan 26, 2011 1:42 PM Checked By: __ Member Shane Code Check Locrftl le Shear ... Locfftl Dir le Fa rksil Ft rksil Fb v-v r ... Fb z-z r ... Cb Cmv Cmz ASD E. .. ·· 4. MEL vvsx1s ·, '.146 , ::c-._·12··-2-<obo -f2. -v 2 5.531 --30 37.5: 12:995 1 .. 6 :6 H1-1 5 M9 W8X15 .477 O 2 .010 12 z 2 7.965 30 37.5 6.498 1 .6 .6 H1-1 6 >rvf16· W8X15 _--i.571 ... ,:1.2 ·, 2 ~-.OOO· o,: ·v 2 ·5;531. , 30 37.5 12.996 1 .6 .6 Ht~1 7 M11 W8X15 .599 12 2 .000 12 z 3' 5.531 30 37.5 6.498 1 .6 .6 H1-1 ,, 8, -. .-.. M12 _, W8X15 1 •• ~.515·-~-, -. ·.·· 12/-. 2-:,:::.00O :_:·12-·_.,:2:· 3. :5_531 ... -.:.-_30 ~-. -. 31.5: 6.498-1 .6 -· .6-f-1.1.-1 9 M13 W8X15 .618 12 2 .000 12 z 2 5.531 30 37.5 6.498 1 .6 .6 H1-1 .-1.0·.:,. M-1°4. W8X·t5 :395.1:·. --: .. : '121• 2 . .-:.-.. 0Qb. ··.::_12. -: ·-z. 3: 7·:965 ::_ 30 ; 37.s~·-6.49-8 -1 .6 .6-H1-1 11 M15 W18X35 .754 16.625 2 .118 38 v 2 1.067 30 37.5 30 1 .6 1 H2-1 __ f2_-:-M16 .. w1sx35 .' -:.?-sf ... , 2f171 2 /Jo·tt: :·$8·-. v-2 ;1.067"·-30-" _.37,5 30, 1 ._5.--.:1 H1-3- 13 M17 W18X35 .760 16.625 2 .119 38 v 2 1.067 30 37.5 30 1 .6 1 H2-1 '14. · i\111.s· .VV8X1·5 -,. · :1:54)-).-·:,: '·:12. ·2-i :tJoff_. 12 .. -z 3. 5.531"-. --30 : 37;5'-' '-6:498' J-· '.6 , ;5: Ht-1 15 M19 W8X15 .518 12 2 .000 12 z 2 5.531 30 37.5 6.498 1 .6 .6 H1-1 <-1:6 M20· .. :W8X15-., .... ts'4;'i_;·>'..::':-1·2.·;::t< .. OOO(',,·tt z··3: $.53.1, ·:30'--',37/5; 6:;498; 1-.·,6,, .. , .6'·~H1-1-. 17 M21 W8X15 .518 12 2 .000 12 z 2 5.531 30 37.5 6.498 1 .6 .6 H1-1 ,_ 1-s··< ·;M2i. -l3X2X4: :-~ ,. -:otiir?;'" ·-_:,ct >3<:Jioo:. , .-0;,. · \;' 2 ___ -543_ : 2t.6 . , c;:.ode;,. •-, , .. ,_-.. _,... · Hi.Y 19 M23 L3X2X4 .003 0 2 .000 0 v 2 .543 21.6 -Code.. H2-1 ,20~_,:M24L3X2X4; .. 000,..r,,,;-:_-:Qi,.,·.2'',bbd,:' 0,:-. v:-2,'.543' 2t.6 °Code-:. -H1-1 21 M25 L3X2X4 .000 0 2 .000 0 v 2 .543 21.6 -Code.. H1-1 22','. M26 -· L3X2:X4 --~ -__ ()13 -· _:> ·: O_· _ '2:-.. :000 . · <o:_ v: 2 .543 ·, · 2.1_.6. ~¢ode .. · H2-1: 23 M27 L3X2X4 .000 0 2 .000 0 v 2 .543 21.6 -Code.. H1-1 -: '2-4. :, i-f\1128· L3X'2X4 ,-···. -, ,.000 .i ., :-. . b-2·.; <.000'.-,-:· :_(),: \r, -f: · -i543· . :z-1· .6-· : GI)cte<. ' , . ,. < H1'~1 25 M29 L3X2X4 .000 0 2 .000 0 v 2 .543 21.6 -Code.. H1-1 '.26--. :::.M30 .-U3X2:X4' .. --'-',008.-,-:·:_>:''. {t,, ·2 -_ ~00ff' ''.-. ,(j;/·:-v :-2, .543 _;. 2-1.6. ',;Go_i;Jei .. -. ·. ' · .-H2,.1 27 M31 L3X2X4 .000 0 2 .000 0 v 2 .543 21.6 -Code.. H1-1 :'2ff t .. :M32:'. l3X2X4)·i, :_c,:.: .. ,00.0., · .:-.. -. __ :0 ,,,-:2.>: 10:00, , :0·, .. '_v-· ~( .:_:.-5413'. :21:6:_:-co_¢e• .. : ·, ·--I-if.:{ 29 M33 L3X2X4 .000 0 2 .000 0 v. 2 .543 21.6 -Code.. H1-1 :-30:.-:.,,--ri/134 --: l3X2X4:·· /-:Oob_·_ ,: -. ,, '.' ,0' f '2: ·<ood -:, 10 , v.:,.z: ;543' --:21 ;6 .~ Coc!e .,·. : , ,-; Hf:1- 31 M35 L3X2X4 .000 0 2 .000 0 v 2 .543 21.6 -Code.. H1-1 ·.·si-;'.:M36-'':L3X-2X4'.'..·" . .,:\0d(f .. :"-,c'·:;o·.-,-2;,,,doo·.:_.-o --'v,. 2-' .1:36 '.-·:z.f6:,fca.de:.,: ----·-, ·',--·· <if11-1 33 M37 L3X2X4 .001 0 2 .000 0 v 2 .543 21.6 -Code.. H2-1 ' 34. -C -M38 L3X2X.4 . .', ·_, . ,'.242 · .-:: ·; '0: 2 :.::obd-, -.'o/ ".v• ;;z. /.644···'-21:.6' ,; code-.. -.. , --" . -, H2:-1: • 35 M39 L3X2X4 .000 0 2 .000 0 v 2 .644 21.6 -Code.. H1-1 :"M'-' ,,:-riJ14E) :-·: L3X2X4 ,: · ,• : ... :Ooo~-, _o,_ .:,~(·,.::.000'-,.-'.-0: v -2: ... 644.: ·-21.6'>Co~e-... . Hf-1 37 M41 L3X2X4 .243 0 2 .000 0 v 2 .644 21.6 -Code.. H2-1 , 38: , "M42. -L3X2X4 -. .25-1'. ·-... -. i''·'d''.:'· ·-:f: ".ooo' .,_ · d·-'' ·--.,, 2.-.' :644· ~-·21.6 · ° Cg~e .. . ---'Hi-t 39 M43 L3X2X4 .000 0 2 .000 0 v 2 .644 21.6 -Code.. H1-1 >-40. · "M44 -L3X2X4 -, __ 000·' · ,_ ' ,-(L 2 , .. Obo·, <d'.,. ,V ·z: -~ .644: 2.1.6 ~tad~.. H1-t 41 M45 L3X2X4 .251 0 3 .000 0 v 2 .644 21.6 -Code.. H2-1 ·42 '.:M46, L3:X2X4. :, ,.243'.·:_:.-:_· 'd' :. 2'-\'J')Oo.::. o_ ·. v ·20·:_644 '.21:6''--Coc!e... : H2-1. 43 M47 L3X2X4 .000 0 2 .000 0 v 2 .644 21.6 -Code.. H1-1 44 M48·-' -, L3X2X4. ··:::··:~Odo··:·,,_ .. :·.-':~ ()·: · ·2 .-::ooo o· .. :.v., ~2-: .. 644,:, -21' .6' ,: -co'qe .: '" t• f-11St 45 M49 L3X2X4 .244 0 2 .000 0 v 2 .644 21.6 -Code.. H2-1 -46 , JVl5d -L3X:2X4 -" .oob ,: .... ct: 2.>• .dd'o : Co' ·-'v 2' >_544-· ·2f6: -code.. --.. .. Hi:4 47 M51 L3X2X4 .252 0 3 .000 0 v 2 .644 21.6 -Code.. H2-1 48 .. M52' L3X2X4 · -:.251--o· ·3 .-600 :. d:.· v 2-.644. , 21.6 -Gape .. · , . -H2=1 49 M53 L3X2X4 .000 0 2 .000 0 v 2 .644 .. 21.6 -Code.. H1-1 50,. · MSDA W8X13 -.<.862' 8 .. 625-'2 ';046 -O'-' v 2 -9i911-... 3(j· 37.5 -16.189 t · 1 1 H1-3 51 M51A W8X13 .630 7.375 2 .040 0 v 2 9.911 30 37.5 16.189 1 1 1 H1-3 52 .... M52A W8X13 . .630: · 7.375 .2 '. .040 ·· O -: v· 2 ·9.911' . 30. 37.5_ 1:(3.1'89 1' f 1 H1<3 53 M53A W8X13 .862 8.625 2 .046 0 v 2 9.911 30 37.5 16.189 1 1 1 H1-3 --54' .·Ms4 W8X13 i .• 316· 5.5432-;~.051: -·o:: ·v 220·.i22,: 30.'' 37.5-27.5671' .6 1 H1-1 55 M55 W8X13 .263 6.726 2 .061 12.66 v 2 20.722 30 37.5 27.567 1 .6 1 H1-3 56·' M56 wsx13 ·--.273-': --6.599 2 ·_;o'5i. o·:: v 2 20.122 30; 37.5 27.5671 .6 i --.H1-1 57 M57 W8X13 .862 8.625 2 .046 0 v 2 9.911 30 37.5 16.189 1 1 1 H1-3 58 M58· ·w8X13 .696 : 14.75 2 .05_7··14·_75 v·<2 23'.235 30 37.5· 15.1571 .... 85 :.85 H1-3 59 M59 W8X13 .686 0 2 .057 0 v 2 23.235 30 37.5 15.579 1.8 .85 .85 H1-3 60 MEio · VV8X13 .862·. _ ---:· s.625 z .046· --b v 2 9~911 30 37.5 1t:l:189 1-1 1 H1-3 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 45 i I I I ... . :, eompany : Horowitz Taylor Kushkaki Designer : Dave Maestas Job Number: Nemko Jan 26, 2011 1:42 PM Checked By: __ Envelope ASD Steel Code Checks (Continued) Member Shaoe Code Check Locfftl le Shear ... Locfftl Dir le Fa fksil Ft fksil Fb v-v r. .. Fb z-z r. .. Cb Cmv Cmz ASD E. .. 61 M61 W8X13 .270 5.807 2 .052 12.67 v 2 20.722 30 37.5 27.567 1 .6 .85 H1-2 63 M63 W8X13 .316 7.127 2 .051 0 v 2 20.722 30 37.5 27.567 1 .6 1 H1-1 54: M68 .tu3xax4 ·· .01f .. 0··2.-.oocf· o· v 2 5.8f6 ·21.6 27.6 ·27:5 1 ... -.6 J§ H1-1 65 M69 TU3X3X4 .004 0 3 .000 0 v 2 5.816 27.6 27.6 27.6 1 .... 6 .6 H2-1 67 M71 TU3X3X4 .006 0 3 .000 0 v 2 5.816 27.6 27.6 27.6 1 .... 6 .6 H2-1 69 M73 TU3X3X4 .222 0 2 .000 0 v 2 7.882 27.6 27.6 27.6 1 .... 6 .6 H1-1 71 M75 TU3X3X4 .229 0 3 .000 0 V 2 7.882 27.6 27.6 27.6 1 .... 6 .6 H1-1 73 M73A W8X10 .313 7.375 2 .008 0 z 2 3.366 30 36.762 12.146 1 ... 1 .6 H1-3 75 M75A W8X10 .416 8.625 3 .010 0 z 2 2.461 30 36.762 10.385 1 ... 1 .6 H1-3 77 M77 W8X10 .303 7.375 2 .008 0 z 2 3.366 30 36.762 30 1 ... 1 .6 H2-1 :ta·: M78 ·W8X1b: . ::303' ..... 7i315:3-:,:ot58, .· o·_;: .i .:2 3_365·' .: 30·. 36;?62'; 30.:: 1.,. 1, .·.·.6: H2.,1., 79 M79 W8X10 .412 8.625 3 .010 0 z 2 2.461 30 36.762 30 1 ... 1 .6 H2-1 81 M81 LL3X2X4.. .086 0 3 .000 0 v 2 1.287 21.6 21.6 21.6 1... .6 .6 H2-1 83 M83 LL3X2X4.. .086 0 3 .000 0 v 2 1.287 21.6 21.6 21.6 1 .... 6 .6 H2-1 85 M85 W8X10 .328 7.375 2 .008 0 z 2 3.366 30 36.762 12.146 1 ... 1 .6 H1-3 87 M87 W8X10 .421 8.625 3 .010 O z 2 2.461 30 36.762 10.385 1 ... 1 .6 H1-3 89 M89. W8X10 .767 7.375 3 .008 0 z 2 3.366 30 36.762 6.94 1 1 .6 H1-1 91 M91 W8X10 .412 8.625 2 .010 ·o z 2 2.461 30 36.762 30 1 ... 1 .6 H2-1 :'.-92 __ :. rvi92:·: ,wax10: · · ·, . .416 -. 8.6:zs:3 ·.· .010-. ·.·jr' .. ·z . .2·. 2.481, so,·.-.35;-t62 .. 10.3ss-i.,. :f. : .6.· , f-i1.:3_ · 93 M93 W8X10 .338 7.375 2 .008 O z 2 3.366 30 36.762 30 1 ... 1 .6 H2-1 .. 94<,, ,JJ194 . ·W8~10., --~ .. ':MB . ': ·· t.3.o/s ·:2: ·· .o6s· ·, ·o, . :.z ·2. -3~366.'. -.30 35;75:z, ; 30i'' ,-f:.,.: 1-. .6 : H2-1' 95 M95 W8X10 .417 8.625 2 .010 0 z 2 2.461 3b 36.762 10.3851 ... 1 .6 H1-3 97 M97 W8X10 .304 7.375 2 .008 O z 2 3.366 30 36.762 30 1 ... 1 .6 H2-1 99 M99 W8X10 .413 8.625 3 .010 0 z 2 2.461 30 36.762 30 1 ... 1 .6 H2-1 101 M101 L3X2X4 .072 0 2 .004 0 z 2 .576 21.6 -Code.. H2-1 .10:r ·.-rv1102-t.sx2x4;: ·.-_19s: ·. ,. o __ : a··.-:.009. ·· ·o.: v· 2··-t.s49 21.6 ~code:. , , .·: H1~t 103 M103 L3X2X4 .197 0 3 .008 d v 2 7.849 21.6 -Code.. H1-1 104. · rv11M. LL,_3X2X4'. .. ,: · ··· '·.369. · -~: . , o · .2.-.o·os · o · v 2. 1.884 21.6: 21·.6 21.6 · 1--., :9.s '.583. Hi:-3 105 M107 LL3X2X4.. .084 0 2 .005 0 z 2 1.884 21.6 21.6 21.6 1... .6 .579 H2-1 107 M111 LL3X2X4.. .848 0 2 .037 0 v 2 1.892 21.6 21.6 21.6 2.3 .6 .383 H1-1 RISA-3D Version 5.0c [C:\RISA\Nemko 4.r3d] Page 46 .~iIDli~~~i~~:l:;i;~~~~i;r~:ffJI~~J::f~,:· ~ ~Si= 1._774qf h '@/{)(S-~ l (N j II -To {0<Ml--Y-hiv.= /VEe!) 6t 1,£) I ~ 1?1, U C!i ID [fl'(, c,rq ~- J)24vf-t { ~[ l ( f (11t-ilrt' I L-J-1 , (rg'I ( I -e i11j ~ _-p(i:fµ_/J '1_ . /-/f-//-~h J1(}/c'f M'CL- j,Jt.f-/ 1-qy/! /t.e , -1~-/( tJ;! ll#1 : 2(-z,/11-ID 8(3,'l, cu; mies I f!m; (?_ ?CR. W/-fll?L ?-/tb(ff /!ri/lU f1~!}. Fe ;i-/ / 7 ( ( ( '--i_>3::, L)_;E-Q -CJCV Approved ~ Date By BUILDING uJ /flf4j/!1'/1 I I cfrJ/d PLANNING ;:.:?e.f-/ / . ~ ENGINEERING IJ 41 I~ FIRE Expedite? y N / -if&'-j I ~ HazMat APCD Health Forms/Fees Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFO: Y N Sent Rec'd '7 Due? y N --y N --y N --y N --y N --y N --y N --y N ---- By landUse: Density. lmpArea: FY: Annex: Factor: PFF: Y N Comments Date Date Date Date Building 1/;1'/-J/ Planning Engineering Fire 1/-/7_-// ~ ~;/4~ ,;f"' 'A. a.l<,/d, Done ~ 7 7i8 CB¥ol~ g(Oone lll~ t;?:,&'L-~ 01Jone CJ Done CJ Done SW a Issued