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HomeMy WebLinkAbout1578 MARBRISA CIR; ; CB161617; PermitJ L 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov FAR CFcity of Carlsbad Commercial Permit Print Date: 09/19/2018 Permit No: CB161617 Job Address: 1578 Marbrisa Cr Permit Type: BLDG-Commercial Work Class: Hotel Status: Closed - Finaled Parcel No: 2111311100 Lot #: Applied: 04/27/2016 Valuation: $2,656,787.00 Reference #: 0EV03006 Issued: 06/24/2016 Occupancy Group: Construction Type: - Permit Finaled: U Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 9/19/2018 10:26:59AM Project Title: CARLSBAD RANCH PLANNING AREAS Description: ' COMMIND - HOTEL GRAND PACIFIC RESORT:VILL,A#61 30 TIMESHARE UNITS= 19,328 SF 2,069 SF PATIO COVERS/I 15,458 SF DECKS/WALKWAYS Applicant: Owner: NOGUL ONUFER ASSOCIATES ARCHITECTS GRAND PACIFIC CARLSBAD LP DAN TALANT . ) 4990 Harbor Or, Suite 201 5900 Pasteur Ct, 200 SAN DIEGO, CA 92106 CARLSBAD, CA 92008-7330 619-297-8066 Total Fees: Total Payments To Date: Balance Due: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. S ii City of Carlsbad - 1635 Faraday Av Carlsbad, CA 92008 06-24-2016 Commercial/Industrial Permit Permit No: CB161617 Building Inspection Request Line (760) 602-2725 Job Address: 1578 MARBRISA CR CBAD Permit Type: COMMIND Sub Type: HOTEL Status: ISSUED Parcel No: 2111311100 Lot #: 0 Applied: 04/27/2016 Valuation: $2,656,787.00 Construction Type: 5A Entered By: SLE Occupancy Group: Reference # CT030002 Plan Approved: 06/24/2016 Issued: 06/24/2016 Inspect Area Plan Check #: Project Title: GRAND PACIFIC RESORT:VILLA#6 1 30 TIMESHARE UNITS= 20,191 SF // 2,069 SF PATIO COVERS/I 15,458 SF DECKS/WALKWAYS Applicant: Owner: DAN TALANT GRAND PACIFIC CARLSBAD L P STE 201 4990 N HARBOR DR 5900 PASTEUR CT #200 SAN DIEGO CA 92106-2371 CARLSBAD CA 92008 619-297-8066 Building Permit $6,830.94 Meter Size AddI Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $4,781.66 Meter Fee $823.00 Add'l Building Permit Fee $0.00 SDCWA Fee $25,808.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $743.90 PFF (3105540) $48,353.52 Park Fee $11,326.40 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $25,680.00 BID #3 Fee $48,00000 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $2,255.00 Add'l Renewal Fee $0.00. ELECTRICAL TOTAL $2,195.00 Other Building Fee $0.00 MECHANICAL TOTAL $461.13 Pot. Water Con. Fee $25,182.00 Master Drainage Fee $0.00 Meter Size D2 Sewer Fee $26,430.00 AddI Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees ($32,205.00) Green Bldg Stands (SB1473) Fee $107.00 HMP Fee $0.00 Fire Expedidted Plan Review $205.00 Green Bldg Standards Plan Chk 163 TOTAL PERMIT FEES $197,140.55 Total Fees: $197,140.55 Total Payments To Date: $197,140.55 Balance Due: $0.00 FINAL APPROVAL Date: Clearance: NGfl(E Remetaile NC110E Uiat approval of your ptect includes the "In' a' fees, dedications, remvaticns,a dte exafrrs hffeEfter collectively ra'en91 to Tia" You have 93 derys frm the date this permit es issued to protest intia, of these fees/eicr. If you protest Ui you mist follow theprotest prceiius set forth in G,rnth Code Section 020(a), and file the protest a1 any other required irfa,ietim wth the aty Managerfcr processing in axxdat wth Ca1ai MAcipad Code Section 3.32.30. Fàlu to firTyfdIoUt pxewII ha any subsequent legal action to attack rviev set aside, void, or anrii their irrpticn. You e hereby FURTHER NO11REDthet your riç$it to protest the specified fees/exactia-is DOES NOT PPRY to veter and smu axircn fees a-ri capacity d--es, ncr plarting, zrnng, gaing or other sirrilar apØicatiai processing or seica fees in crxriez&ri with this pt. NCR DOES IT PFF1Y to any I (Q ty of Carlsbad Permit No: SW160203 Print Date: 09/26/2018 Job Address: 1578. Marbrisa Cr Permit Type: BLDG-Migrated Work Class: BLDG-Migrated Parcel No: 2111311100 Lot #: Valuation: $0.00 Reference #: DEV03006 Occupancy Group-.,Construction Type U Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check U: Plan Check U: Project Title: CARLSBAD RANCH PLANNING AREA 5 Description: SWPPP - GRAND PACIFIC RESORT TIMESHARE VILLA U 61 Status: Closed - Finaled Applied: 04/27/2016 Issued: 06/24/2016 Permit 09/26/2018 Finaled: Inspector: Final Inspection: FEE AMOUNT Total Fees : Total Payments To Date : Balance Due: * 1 I Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov DEVOOOLo ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EIPLANNING EENGINEERING EIBUILDING (!)FIRE EJHEALTH EIHAZMAT!APCD Building Permit Application Plan Check No. j3 I g u.o 11- Est. Value 2 .o 5 L, -725 -7- 4City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Cailsbad Plan Ck. Deposit email: building©cartsbadca.gov Date Li - ,1-I to IswPPP I,_-,j33 I www.carlsbadca.gov JOB ADDRESS 1578 MARBRISA CIRCLE. CARLSBAD, CA. 92008 SUITE#/SPACE#/UNIT# APN 211 - 131 -11 iff - OQ CT/PROJECT # ILOT# IPHAsE# IvOFuNrrS #BATHROOMS ITENANTBU$INE5$NAME ICONSTR.TYPE I OCC.GROUP CT 0 CEDZI I J #IIEDROOMS I GRAND PACIFIC RESORT 5A R-2 DESCRIPTION OF WORK Include Square Feet of Affected Area(s) GROUND UP TYPE 5A SPRINKLERED 4-STORY R-2 OCCUPANCY BUILDING WITH: WOOD FRAMING, STUCCO, AND CONCRETE TILE ROOF, AND COMPLETE INTERIOR BUILD OUT OF TIMESHARE UNITS D orc = 20tq 21O(ci t3FpGth:j J 4SF Oed EXISTING USE O-t- Co—i42%At. I PROPOSED USE IC'i CoM'-4E'6.cfrw GARAGE (SF? PATIOS (SF) IDECKS(SF) FIREPLACE YES#. NO[Z] IAIRCONDITIONING YES [:]NO Z IFIRESPRINKLERS YES NO[:] APPLICANT NAME Dan Talant PROPERTY OWNER NAME Grand Pacific Resorts Primary Contact ADDRESS ADDRESS 4990 N. Harbor Dr. Suite 201 5900 Pasteur Court, Suite 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 92106 Carlsbad CA 92008 PHONE FAX PHONE IFA)( 619-297-8066 760-431-8500 760-431-4580 EMAIL EMAIL dant@noaainc.com DESIGN PROFESSIONAL Dan Talant CONTRACTOR BUS. NAME Houston Arnold ADDRESS 4990 N. Harbor Dr. Suite 201 ADDRESS .5900 Pasteur Court, Suite 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 92106 Carlsbad CA 92008 PHONE FAX PHONE IFA)( 619-297-8066 S 760-431-8500 760-431-4580 EMAIL . EMAIL dant@noaainc.com harnoldgpresorts.com STATE LIC. S STATE LIC.# CLASS 7~ BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: RI have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date Thl section need not be completed tithe permit is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify that in the performance of the work for which this permit is Issued, I shall riot employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees. CONTRACTOR SIGNATURE El AGENT DATE OWNER-BUILDER DECLARATION I hereby affirm that lam exempt from Contractor's License Law for the following reason: 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 sate (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [] I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property Improvement EYes IINo I (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone! contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (Include name! address! phone! type of work): ,.gPROPERTY OWNER SlGNATy — - 9AENT DATE /z ///a COM,PLE.TE THIS 'SECTION FOR N,OW-RIESIDENTIAL 13UILDI'NG PERMITS ONLY 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? Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes / No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. :CONSTRUCTION LENDING AGENCY I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address via •aIAt4%lI.J I certify that l have read the apptication and state thatthe above information iscermctandthat the Information on the plans is accurate. I agree to comply with all City ordinances and State tows relating to buildingcenstnjction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 59 deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provls of this Code shall expire by limitation and become nut and void tithebuiidtugorworh authorized by such permit is not commenced within l8O days from the date of such permitor tithe building auth such permit in suspended or abandoned at any tirnre after the work is commenced for a period of 180 days (Section 1.4.4 Uniform Building Cede). .APPUCANT'S SIGNATURE DATE STOP': THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Only) Fax (760) 602-8560, Email building(äCarIsbadCa.gOv or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL - OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB#__________________________ MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL! FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION ..APPLICANT'S SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 04/27/2016 Owner: GRAND PACIFIC CARLSBAD LP Work Class: Hotel Issue Date: 06/24/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/12/2019 Address: 1578 Marbrisa Cr Carlsbad, CA IVR Number: 714072 Scheduled Actual Date StartDate Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 09/19/2018 09/19/2018 BLDG-Final 070433-2018 Passed Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No / September 19, 2018 Page 6of6 Permit Type: BLDG-Commercial Application Date: 04/27/2016 Owner: GRAND PACIFIC CARLSBAD LP Work Class: Hotel Issue Date: 06/24/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/12/2019 Address: 1578 Marbrisa Cr Carlsbad, CA IVR Number: 714072 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04104/2017 04/04/2017 BLDG-23 018709.2017 Passed Peter Dreibelbis Complete GaslTestlRepairs Checklist Item COMMENTS Passed BLDG-Building Deficiency ( Yes 05/24/2017 05/24/2017 BLDG-91 024343-2017 Partial Pass Paul Burnette Reinspection incomplete Complaints - Inspection Checklist Item , COMMENTS Passed BLDG-Building Deficiency No 05/25/2017 05/25/2017 BLDG-Final 024500.2017 Cancelled Paul Burnette Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 05/26/2017 05/26/2017 BLDG-Final 024584.2017 Failed Paul Burnette Reinspection Complete Inspection BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 09/10/2018 09/10/2018 BLDG-Final 069439.2018 Failed Inspection -, Checklist Item COMMENTS Paul Bumette No No No No No Reinspection Complete Passed BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 09/13/2018 09/13/2018 BLDG-Final 069937-2018 Inspection Failed Paul Burnette No No No No No Reinspection Complete 1' September 19, 2018 Permit Type: BLDG-Commercial Application Date: 04/27/2016 Owner: GRAND PACIFIC CARLSBAD LP Work Class: Hotel Issue Date: 06/24/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/12/2019 Address: 1578 Marbrisa Cr Carlsbad, CA IVR Number: 714072 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 02/14/2017 02/14/2017 BLDG-85 1-Bar, 013633.2017 Passed Peter Dreibelbis Complete Ceiling Grids - Overhead Checklist Item COMMENTS Passed BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout " BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 02/17/2017 02/17/2017 BLDG-85 1-Bar, 014098-2017 Ceiling Grids, Overhead Checklist Item Partial Pass Paul Burnette COMMENTS Yes Yes Yes Yes Reinspection Incomplete Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 02/22/2017 02/22/2017 BLDG-17 Interior 014370-2017 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/23/2017 02123/2017 BLDG-85 T-Bar, 014529-2017 Passed Paul Burnette Complete Ceiling Grids, - Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes - BLDG-14 ' Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 03/07/2017 03/07/2017 BLDG-17 Interior 015672-2017 Passed Paul Burnette Complete Lath/Drywall - Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/22/2017 03/22/2017 BLDG-Electric Meter 017321.2017 Passed Paul Burnette Complete Release September 19, 2018 Page 4 of 6 Permit Type: BLDG-Commercial Application Date: 04/27/2016 Owner: GRAND PACIFIC CARLSBAD LP Work Class: Hotel Issue Date: 06/24/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/12/2019 Address: 1578 Marbrisa Cr Carlsbad, CA IVR Number: 714072 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete (horkIit Itom ('flMMFNTS Passed BLDG-Building Deficiency No 01/1312017 01/13/2017 BLDG-17 Interior 009690.2017 Passed Peter Dreibelbis Lath/Drywall Checklist Item , COMMENTS Passed BLDG-Building Deficiency Yes 01/19/2017 01/19/2017 BLDG-17 Interior 009854.2017 Passed Peter Dreibelbis Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Checklist Item COMMENTS Passed Complete Complete BLDG-Building Deficiency Yes 01/26/2017 01/26/2017 BLDG-17 Interior 011319.2017 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/31/2017 01/31/2017 BLDG-84 Rough 011971.2017 Partial Pass Paul Burnette Reinspection. Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 02/02/2017 02/02/2017 BLDG-17 Interior 012304.2017 Partial Pass Paul Bumette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/06/2017 02/06/2017 BLDG-17 Interior 012728.2017 Passed Peter Dreibelbis Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/08/2017 02/08/2017 BLDG-17 Interior 013041-2017 Passed Peter Dreibelbis Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes September 19, 2018 Page 3 of 6 Permit Type: BLDG-Commercial Application Date: 04/27/2016 Owner: GRAND PACIFIC CARLSBAD LP Work Class: Hotel Issue Date: 06/24/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/12/2019 Address: 1578 Marbrisa Cr Carlsbad, CA IVR Number: 714072 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 12/29/2016 12/29/2016 BLDG-84 Rough 007480-2016 Partial Pass Paul Burnette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding - (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 / Yes Rough-Ducts-Dampers 01/04/2017 01/04/2017 BLDG-24 008152-2017 Failed Paul Burnette Reinspection Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-84 Rough 007973.2016 Passed Paul Burnette Combo(14,24,34,44) Checklist Item COMMENTS Passed Complete Complete BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers I Yes Yes Yes Yes Yes 01/05/2017 01/05/2017 BLDG-24 008332-2017 Passed Paul Burnette Complete Rough/Topout September 19, 20118 Page 2 of 6 Permit Type: BLDG-Commercial Application Date: 04/27/2016 Owner: GRAND PACIFIC CARLSBAD LP Work Class: Hotel Issue Date: 06/24/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/12/2019 Address: 1578 Marbrisa Cr Carlsbad, CA IVR Number: 714072 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 11109/2016 11/09/2016 BLDG-15 000434-2016 Partial Pass Peter Dreibelbis Reinspection Incomplete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1 11/22/2016 11/22/2016 BLDG-Electric Meter 002135.2016 Passed Peter Dreibelbis Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/23/2016 11/23/2016 BLDG-85 T-Bar, 002725.2016 Failed-Construction Peter Dreibelbis Reinspection Complete Ceiling Grids, Change Needed Overhead Checklist Item \ COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 11/30/2016 11/30/2016 BLDG-85 T-Bar, 003241-2016 Partial Pass Peter Dreibelbis Reinspection Incomplete Ceiling Grids Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 12/06/2016 12/06/2016 BLDG-15 004187.2016 Passed Peter Dreibelbis Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/14/2016 12/14/2016 BLDG-18 Exterior 005425-2016 Passed Peter Dreibelbis Lath/Drywall Checklist Item COMMENTS Passed Complete Complete BLDG-Building Deficiency Yes 12/27/2016 12/23/2016 BLDG-84 Rough 006707.2016 Partial Pass Paul Bumette Reinspection Incomplete Combo(14,24,3444) September 19, 2018 Page 1 of 6 Inspection History: 07/12/2016: 11-BLDG-Ftg/Foundation/Piers Cancellation Completed By PD; 07/13/2016: 11-BLDG-Ftg/Foundation/Piers Partial Approval Completed By PD; 07/18/2016: 11-BLDG-Ftg/Foundation/ Piers Approval Completed By PD; 08/25/2016: 11-BLDG-Ftg/Fqundation/Piers Approval Completed By PD; 09/28/2016: 13-BLDG-Shear Panels/HO's Partial Approval Completed By AEK 1st floor ext screw @ frame connections; 11/01/2016: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PD; 08/02/2016: 21-BLDG-Underground/Under Floor Partial Approval Completed By PD; 08/03/2016: 21-BLDG-Underground/Under Floor Approval Completed By PD; 06/28/2016: 31-BLDG-Underground/Conduit-Wiring Approval Completed By PD; 07/06/2016: 31-BLDG-Underground/Conduit-Wiring Approval Completed By PD; 10/06/2016: 84-BLDG-Rough Combo Partial Approval Completed By PD I Geotechnical Engineering Construction inspection Materials Testing Environmental OilRI 1.ock,110N.s July 7, 2017 Grand Pacific Resorts 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Attention: Mr. Houston Arnold MTGL Project No.: 1916N09 MTGL Log No. 17-545 Subject: FINAL VERIFIED REPORT OF SPECIAL INSPECTIONS AND MATERIALS TESTING - CITY OF CARLSBAD PERMIT NUMBER CB161617 MarBrisa Resorts — Villa 61 1578 MarBrisa Circle Carlsbad, California Dear Mr. Arnold: To the best of my knowledge, work identified below performed by MTGL, Inc. for the subject project from July 7, 2016 through October 4, 2016, requiring special inspection and materials testing were essentially in conformance with the approved plans, specifications, and applicable workmanship provisions of the 2016 California Building Code as adopted by the City of Carlsbad. The following special inspection and testing fzlv services were provided during construction of the subject project Reinforcing steel placement inspection ()( ,l :hj '\i I \'C'RI • Concrete placement inspection High strength grout inspection Concrete and high strength grout compression testing Anchor bolts (Simpson Titen HD) inspection Shop welding inspection Field welding inspection Field Ultrasonic Testing Our verification applies to conditions, in the subject areas, observed and/or tested by us as of the dates indicated in this report. Our firm is not responsible for work not observed by us or for any changes that may occur outside of our purview, or after our inspections. Our work is considered to be in accordance with the usual standards of the profession and local practice. Respectfully submitted, MTGL, Inc. ~4 Sam E. Valdez, RCE 56226 Vice President I Chief Engineer t'("Cityof Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special Inspection, structural observation and construction material testing. Project/Permit: Project Address: THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder Q. (If you checked as owner-builder you must also complete Section B of this agreement) Name: (Please pnnt) E C..oLJ (ta3t) Mailing Addressff 441 AL' A L%31 Z.9c', Sft ,. (A Ct Zi 2 Email- C OL Eft C-Ot.A1 Phone:j ?-i lam: OProperty Owner OProperty Owner's Agent of Record QArchitect of Record Ningineerof Record State of California Registration Numbe,5S 444 Expiration Date:_ 7 AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed In the statement of special inspections noted on the app oved plans and, as required by the California Building Code. signature: Date: /2 'IJZ.'I 6 CONTRACTOR'S STATE OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor / build Cr owner-build - Contractor's Company a: Vn,iPrC. (11r1U. 1- Please chock IF you are Owner-Buildar Name: (Please prInt) /7tø'—L) IFIII (MI.) (I.ast) Mailing Address: S'e.-' -L Email: t-0 ( Phone:(?) ( State of California Contractor's License Number: Expiration Date: I acknowledge and, am aware, of special requirements contained in the statement of special Inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have In-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified pejs0n within our (the contractor's) organization to exercise such control. I will nrnuldox a final rnnrt I fethfin tnmnIk.nc.p with IR1 Sanfinn 1704. f 9 nrinr fn rerflictinn final Signature Date: _ 2 Y - 16 8.45 Page 1 of 1 Rev. 08111 EsGil Corporation In (Partnership with Government for Building Safety DATE: JUNE 21, 2016 U A3PtICANT S41JRIS. JURISDICTION: CARLSBAD I U PLAN REVIEWER U FILE PLAN CHECK NO.: 16-1617 SET: III PROJECT ADDRESS: 1578 MARBRISA CIRCLE PROJECT NAME: MARBRISA RESORT (TIME-SHARE) - Hilton Grand Vacations Club The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: DAN TALANT do NOAA Group 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: DAN — Telephone #: 619-297-8066X25 Date contacted— (b1) Email: dant(noaainc.com Mail Telephone Fax In Person REMARKS: The City Policy requires that their Special$s rnt Form be completed at the building department. Building #61 is under this permit only. By: ALl SADRE, S.E. Enclosures: EsGil Corporation El GA El EJ El MB El PC 6/15 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 / EsGil Corporation In (Partners/lip with government for (Buil?fing Safety DATE: JUNE 02, 2016 JURISDICTION: CARLSBAD PLAN CHECK NO.: 16-1617 SET: II PROJECT ADDRESS: 1578 MARBRISA CIRCLE UJPPLICANT ,JURIS. LI PLAN REVIEWER LI FILE PROJECT NAME: MARBRISA RESORT (TIME-SHARE) - Hilton Grand Vacations Club The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW 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: DAN TALANT do NOAA Group 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: DAN Telephone #: 619-297-8066X25 4ate contacted: -f O (by."L_ Email: dant(noaainc.com zJ;MaiI Telephone Fax In Person REMARKS: Please see attached for remaining items from previous list. Building #61 is under this permit only. By: AL! SADRE, S.E. Enclosures: EsGil Corporation GA Z EJ LI MB [I PC 5/26 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 CARLSBAD 16-1617 JUNE 02, 2016 Please submit three revised, stamped and signed sets of plans to the Building Department for review & approval. . GENERAL 2. Most Unit #s as stated on door schedule, Sheet A-i i, are incorrect for door locations. . ELEVATORS Please show a 2-hour rated elevator shaft with 90-mm. rated doors. Sec. 713.4. Alternatively, specify a code section on plans, which allows a lesser rating. . RESIDENTIAL GREEN BUILDING STANDARDS Electric Vehicle Charging. Note on plans that electrical vehicle supply equipment (EVSE) is required in all new residential construction. Show on plans the location of the electrical vehicle supply equipment. The EVSE must consist of mm i conduit extending from the main panel to a junction box where the EVSE receptacle will be provided. The main service panel must be sized to accommodate 208/240 Volt, 40 amp dedicated branch circuit. CGC 4.106.4. No response provided. . STRUCTURAL The City Policy requires that their Special Inspection Form be completed. This Form is available at the Building Department. Not provided, as per response. Please provide complete structural plans with connection details and references for the trellis. The info. on 1/A-13 is incomplete and refers to the structural plans. All complete-joint-penetration groove welds used in the Seismic Force Resisting System shall be made with a filler metal that has a minimum CVN toughness of 20 ft-lbs at 00 F and 40 ft-lbs at 700 F. AISC 341-A3-4b. This is not noted on Si. 1, as per response list. Welded joints shall be designed in accordance with Chapter J of the Specification & a Welding Procedure Specification (WPS) as required in AWS Dl .8/Di .8M and approved by the Engineer of Record. Add "Welding Procedure Specification" (WPS) on plans. Alternatively, note on plans that this information will be provided, by the fabricator, to the project engineer for review & approval prior to implementation. This applies to the SCBF, not light page framing. . ADDITIONAL Please see attached for remaining P/M/E items. To speed up the review process, please note on this list where each correction item has been addressed on plans. The jurisdiction has contracted with EsGil Corporation at 9320 Chesapeake Dr., #208, S.D., CA 92123; Tel: 858/560-1468, to perform the plan review for your project. If you have any questions regarding these items, please contact ALl SADRE, S.E. at EsGil Corp. Thank you. Page 2 of 3 '1 CARLSBAD 16-1617 JUNE 02, 2016 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS) 11. Include compliance with ES 140.3(a) 1 .A.i.b. for the roofing material specifications. / could not find a response for this item. 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. Page 3 of 3 EsGil Corporation In cPartners/lip with government for 8ui(cfing Safety DATE: MAY 13, 2016 U APPLICANT d "JURIS JURISDICTION: CARLSBAD U PLAN REVIEWER U FILE PLAN CHECK NO.: 16-1617 SET: I PROJECT ADDRESS: 1578 MARBRISA CIRCLE PROJECT NAME: MARBRISA RESORT (TIME-SHARE) - Hilton Grand Vacations Club The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: DAN TALANT do NOAA Group 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: DAN Telephone #: 619-297-8066X25 Pate coptacted: / (3 (by:flC.- Email: danUänoaainc.com 'Mail Telephone. Fax In Person KI REMAR S. Building #61 is under this permit only. By: ALl SADRE, S.E. Enclosures: EsGil Corporation GA Z EJ E MB LI PC 5/02 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 16-1617 MAY 13, 2016 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 16-1617 IOCCUPANCY: R2 ITYPE OF CONSTRUCTION: V-A ALLOWABLE FLOOR AREA: 12K/LEVEL JURISDICTION: CARLSBAD USE: TIME-SHARE (MULTI-RESIDENTIAL) ACTUAL AREA: LIVING = 19,328 DECKS/PATIOS = 7,893; UTILITY = 863 STORIES: FOUR SPRINKLERS?: Y (IN LIEU OF ADD. STORY) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/27 DATE INITIAL PLAN REVIEW COMPLETED: MAY 13, 2016 FOREWORD (PLEASE READ): HEIGHT: 45' OCCUPANT LOAD: 100 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/02 PLAN REVIEWER: ALl SADRE, S.E. This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance 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. Present California law mandates that construction comply with the 2013 edition of the California Building Code (Title 24), which adopts the following model codes: 2012 IBC, 2012 UPC, 2012 UMC and 2011 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD 16-1617 MAY 13, 2016 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: 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 & the Planning, Engineering & Fire Department. 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 Corp. is complete . PLANS 2. A reminder that all sheets of revised plans and the first sheet of the revised calculations are required to be signed by the licensed architect and/ or engineer responsible for the plan preparation. California State Law. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on Title Sheet. Sec. 107.2. I.e., any site lighting, site walls, fences, signage, etc. Include the following code information for the proposed building on Title Sheet: Occupancy Classification: R2 (Multi-residential)! B (Miscellaneous)! S (Storage) - Add to plans - See next item as well For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.31508.4. Description of Use: As per above Type of Construction: V-A - Ok as noted Sprinklers: Yes - Ok as noted Stories: Four - Ok as noted Height: 45'- Add to plans Floor Areas: Living (Total) = 19,328; Decks/Patios = 7,893; Utilities = 863— Ok as noted Occupant Load: 97 - Add to plans Justify actual versus allowable area in Table 503 (as applicable) - Ok as noted Justify actual vs. allowable height or stories in Table 503 (as applicable) - Ok as noted 5. If using the "nonseparated" approach for mixed occupancies, then Sec. 508.3.1 requires that the most restrictive provisions of Ch. 9 shall apply to the total non- separated occupancy area. SITE PLAN Page 4 of 23 CARLSBAD 16-1617 MAY 13, 2016 6. Please clarify references to the 2010 CBC for the proposed parking conformance on Sheet A-i, bottom right corner. Section 107.2. BUILDING AREA 7. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Section 508.4.2. FIRE-RESISTIVE CONSTRUCTION 8. Detail and reference I.C.C. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 721.1(3) requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 703. Please reflect this on detail 16/A-14. [Detail 2/A-16 is fine as presented]. 9. Fire dampers shall be installed per Section 717.5 at all duct and air transfer openings of: Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. Fire barriers, (see exception for walls). C) Fire partitions at fire-rated corridors. [See Corridor Section of this list as well]. d) Shaft enclosures (smoke dampers are also required). See exceptions. 10. Smoke dampers shall be installed per Section 717.5 at all duct and air transfer openings of: Fire-rated corridors. Shaft enclosures (fire dampers are also required). See exceptions. C) In California, Section 717.5.2 was modified for Group R occupancies, to state that duct openings in smoke partitions (corridors) shall also be provided with a smoke dampers. d) In California, Section 717.5.2 was modified for Group R occupancies, to state that duct openings in fire barriers shall also be provided with smoke dampers. ii. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 717.3.3.2 of the IBC. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 712. a) In CA, Sec. 713.14.1 was modified for Group R occupancies, to require elevator lobbies where an elevator shaft connects more than TWO stories (as opposed to (3) stories listed in the IBC). Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in IBC Section 714." Page 5 of 23 CARLSBAD 16-1617 MAY 13, 2016 Where columns require a fire-resistance rating, the entire column, including its connections to beams or girders, shall be protected. Where the column extends through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. Members of the structural frame (other than columns) supporting more than one floor and roof (or more than 2 floors, or supporting a load-bearing wall, or a non- load-bearing wall more than 2 stories high) must be individually encasement fire protected. (Section 704.3). Detail the required protection on plans. Detail fire-retardant treated wood where necessary, i.e., in furred ceilings, etc. Sec. 803.11.2.1. . INTERIOR FINISHES Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types V construction, where fire retardant treated wood may be used. Section 803.11.2. . FIRE BARRIERS A one-hr. fire barrier separation is required between the R & B/Si occupancies. Table 508.4 (see exceptions). A fire barrier is not required for an accessory use not occupying more than 10% of the area of any floor of a building, nor more than the tabular values. Sections 508.2.1 & 508.2.3. Doors and fire shutters in fire barriers shall comply with Table 716.5. FIRE BARRIER RATING (hours) MINIMUM OPENING PROTECTION ASSEMBLY (hours) Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 707.5.1. Ducts penetrating fire barriers at occupancy separations must have fire dampers. Sec. 717.5.2. a) In CA, Sec. 717.5.2 was modified for Group R occupancies, to require smoke dampers in addition to fire dampers. . STAIRWAYS The plans should clearly label the stairs as being either "interior exit access stairways" (Section 1009.3) or "interior exit stairways" (Section 1022). Exterior exit stairs shall be separated from the interior of the building. Openings shall be limited to those necessary for egress from normally occupied spaces. Section 1026.6. See exceptions. [Please identify the extent of the two-hour exterior separation wall with any rated openings on plans]: Page 6 of 23 - 3/4 -HR. OPENING PROTECTIVE CARLSBAD 16-1617 MAY 13, 2016 NO PROTECT REQUIRED 3/4-HR. OPE PROTECTI\I 10'-0" SEC. 1022.1 SECTION SECTION 1022.6 1022.6 ELEVATION 2-HOUR FIRE-RESISTANCE- RATED FIRE BARRIER (SECTIONS 1022.2 & 1022.7) \ D1014Y \ INTERIOR io,-o" II II A <1800 EXTERIOR FIRE-RESISTANCE-RATED WA AND OPENING PROTECTIVES PLAN NONFI RE-RESISTANCE-IR WALLS OR GUARDS - WITH OPENINGS (SECTION 1026.3) Page 7 of 23 _4 ØI1tIJ. II ' U A EXTERIOR WALL AREA INSIDE DASHED LINE REQUIRED 2-HR. PROTECTION ,- OPENINGS LIMITED BY SECTIONS / 1022.4 & 1022.5 (E.G., NO WINDOWS PERMITTED IN CROSS-HATCHED AREA) CARLSBAD 16-1617 MAY 13, 2016 25. Handrails (Sections 1012 and 1009.15): Please note the following on plans: Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). Changes in room elevation of 3 or fewer risers within dwelling units of R-2 occupancies do not require any handrails. C) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, Sec. 1013.3. The handgrip portion of all handrails shall be not less than 11/4" nor more than 2" in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6-W with a maximum cross-section dimension of 21/4. Section 1012.3.1. Handrails projecting from walls shall have at least 1-1A" between the wall and the handrail. Section 1012.7. Handrails shall be continuous, without interruption by newel posts or other obstructions. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. Section 1012.6. Exception: Handrails within a dwelling unit that is not required to be accessible need extend only from the top riser to bottom riser. Ends of handrails shall be returned to a wall, guard or the walking surface. . CORRIDORS 26. Corridors shall have fire partition walls of one-hour construction when required by Table 1018.1. Show the locations of the rated corridors on the plans or clearly show compliance with an applicable exception from Section 1018.1. a) In California, corridors having greater than 10 occupants in R occupancies must have a 1- hour fire rating (not %-hour, as listed in the IBC). This only applies to the portions where rated corridors apply, i.e., see Sheet A-4. 1. 27. Duct penetrations (or air transfer openings) of fire-rated corridor construction shall have fire and smoke dampers per Sections 717. 28. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for the fire partition walls and roof/ceilings and all penetrations. Section 107.2. 29. Where is window "E" as per schedule, Sheet A-i 1, called out on floor plans? 30. Please clarify the titles to all the interior elevations on Sheet A-12. As presented, they are not legible. 31. Detail 2/A-12s m, as referenced on 1/A-12, Unit Type "B" is incorrect. There is. nothing similar here. 32. All Unit #'s as stated on door schedule, Sheet A-i 1, are incorrect for door locations. . EGRESS BALCONIES 33. The long side of an egress balcony shall be at least 50% open. Section 1019.3. 34. When two exits are required, dead ends are limited to 20 feet (see exceptions). Sections 1019.1 and 1018.4. Page 8 of 23 1. CARLSBAD 16-1617 MAY 13, 2016 Exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors. Section 1019.2. Exception: Separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotected opening to reach a stair. . EXIT SIGNS Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. A tactile sign stating "EXIT" and complying with ICC Al 17.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1011.4. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. Where exit signs are required in R-1 occupancies, additional low-level exit signs shall be provided. Section 1011.2. Show separate sources of power may be required for exit illumination. Review Section 1006.3. . ELEVATORS Hoistways of elevators and dumbwaiters penetrating more than three stories shall be provided with a means for venting smoke and hot gases to the outer air in case of fire. Section 3004. The area of the vents shall not be less than 31,4% of the area of the hoistway nor less than 3 sq ft for each elevator car, in the hoistway, whichever is greater. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side without a key, tool, special knowledge or effort. Section 3002.6. In California, Section 713.14.1 was modified for Group R occupancies, to require elevator lobbies where an elevator shaft connects more than TWO stories (as opposed to three stories listed in the IBC). Note: The exception to eliminate the lobby due to fire sprinklers does not apply to these occupancies. . GENERAL RESIDENTIAL REQUIREMENTS Please note that window A is used in the BR's as well. . ROOFS Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. Page 9 of 23 CARLSBAD 16-1617 MAY 13, 2016 . DISABLED ACCESS Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. . MISCELLANEOUS LIFE/SAFETY Detail 4/A-9, as referenced on 1/A-9, at gridline #4, is incorrect. Detail 4/Al 1, as referenced on 2/A-9, at gridline #6, is incorrect. Details 23 & 24/Al 0, as referenced on 6/A-9, are incorrect. Detail 8/Al 0, as referenced on 3/A-I 0, at gridline #1, is incorrect. The Unit #'s on Sections #1 & #3/A-1 0, as noted, are incorrect. [There is no Unit #6041 in this project]. Please provide complete framing plans with connection details and references for the trellis. [As per the structural plans, Sheet S2.5, etc., this information is provided on the architectural plans]. . RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building's conditioned area, volume or size. CGC Section 303.1.1. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Electric Vehicle Charging. Note on the plans that electrical vehicle supply equipment (EVSE) is required in all new residential construction. Show on the plans the location of the electrical vehicle supply equipment. The EVSE must consist of minimum 1" conduit extending from the main panel to a junction box where the EVSE receptacle will be provided. The main service panel must be sized to accommodate 208/240 Volt, 40 amp dedicated branch circuit. CGC 4.106.4. . STRUCTURAL Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. This should match the information on Sheet SI.1. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. Page 10 of 23 CARLSBAD 16-1617 MAY 13, 2016 Note on plans that surface water will drain away from building. The grade shall fall a min of 5% within the first 10' (2% for impervious surfaces). Section 1804.3. Provide truss details and truss calculations for this project. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or letter). Section 107.3.4.1. The City Policy requires that their Special Inspection Form be completed. This Form is available at the Building Department. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJl's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. Note the following on plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1704.4. Detail 3/S1.2, as referenced on keynote #2, on Sheet S2.1, is incorrect. Where is detail 12/S3.1, as referenced on the column schedule, on 2/S8.1? On 2/S8.1, please clarify base-plate dimension of 12" x width - 1/2"? If this is (column) width - 1A"? The PL can not be narrower than the column & if it is width of PL 1/2", wouldn't that be 11 1/2"? Then, why not just list it as such? On the HSS column to footing connection detail(s), please indicate the A.B. embedment(s). Where are all the footing details, all around the foundation plans, referenced to Sheet S3.1? This Sheet was not included in the package. Where are all the braced frames as referenced to Sheet S5.1, on Foundation & Framing plans? Sheet S5.1 was missing from the submitted plans. Please specify where J3, as per joist schedule, on Sheet S2.2, is called out on the framing plans. Where is detail 17/S7.2, as referenced on Sheet S2.4, near grid point 3-H? Please note where details 1, 2, 3, 4, 10, 17, 18 & 19/S7.3 are cross-referenced on the framing plans. Please state where details 12, 15 & 19/S7.2 are referenced on plans. Please indicate where details 1, 3, 11, 17 & 19/S7.1 are called out on plans. Page 11 of 23 CARLSBAD 16-1617 MAY 13, 2016 Typical details may be labeled as such and referenced on keynotes, to be added on the foundation & or framing plans. Details not related to this project should be voided on plans; Please provide a detail for the transition between the GB's and conventional footings as per Sheet S2.1, on plans. Please label all Steel Concentrically Braced Frames (SCBF's) on plans to match their elevations to be provided. The next few items apply to SCBF's as well. The 00 and Cd factors shall be based on ASCE 7 - Table 12.271. Please add this information, for the SCBF's, on Sheet S1.1. All complete-joint-penetration groove welds used in the Seismic Force Resisting System shall be made with a filler metal that has a minimum CVN toughness of 20 ft-lbs at minus 200 F and 40 ft-lbs at 700 F. Note on plans: Discontinuities in weld created by errors, or by fabrication, or due to erection operations, such as tack welds, erection aids, air-arc gouging and flame cutting, shall be repaired as required by the Engineer of Record. All bolts used as a part of the seismic force resisting system shall be fully tensioned high strength bolts. Welded joints shall be designed in accordance with Chapter J of the Specification and a Welding Procedure Specification (WPS) as required in AWS D1.8/D1.8M and approved by the Engineer of Record. Add "Welding Procedure Specification" (WPS) on plans. Alternatively, note on plans that this information will be provided, by the fabricator, to the project engineer for review & approval prior to implementation. The elastic drift or horizontal displacements of the structure shall be computed as required in ASCE 7-12.8.6 and shall be amplified (0d) as required in ASCE 7- 12.8.6. Story drift limits shall be determined as specified in ASCE 7-12.12. Requirements in Seismic Design Category D. 11iISII1 The structures assigned to SDC D should satisfy the following requirements, in addition to the requirements for SDC C: (ASCE 7-10, Section 12.3): Please show how all irregularities, as related to this project are addressed on plans: Prohibited Horizontal and Vertical Irregularities for Seismic Design Categories D through F. Structures assigned to Seismic Design Category E or F having horizontal irregularity Type lb of Table 12.3-1 or vertical irregularities Type 1 b, 5a, or 5b of Table 12.3-2 shall not be permitted. Structures assigned to Seismic Design Category 0 having vertical irregularity Type 5b of Table 12.3-2 shall not be permitted, except when subject to the limitations of Section 12.3.3.2. Plan or Vertical Irregularities. For structures having a plan structural irregularity of Type la, ib, 2, 3,0r4 of ASCE 7-10, Table 12.3-1 (as shown in Figure 10.7) or vertical irregularity Type 4 of Table 12.3-2, the design forces determined from Section 12.8.1 need to be increased 25 percent for the following connections: 1) Page 12 of 23 CARLSBAD 16-1617 MAY 13, 2016 diaphragms to vertical elements, 2) diaphragms to collectors & 3) collectors to vertical elements. (Sec. 12.3.3.4). ----------------- Re-entrant / penin corner a. Torsional irregularity b. Re-entrant corners c. Diaphragm discontinuity Discontinuity in vertical elements of lateral-force-resisting system d. Out-of-plane offsets Figure 10.7 Examples of Plan Irregularities 1 -4 Collector Design Forces IU!.EI. Collector elements, splices and their connections to resisting elements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of Section 12.4.3 (Section 12.10.2.1). Please use amplified loads where required by Sections 12.3.3.3 or 12.10.2.1 of ASCE 7. In addition to the load combination specified in 1605.2 and 1605.3, use the special seismic load combinations per Section 1605.1 and Section 12.4.3.2 / 12.14.3.2 of ASCE 7. (AISC 341-D1-4a). See the next few items as well. The required strength of column bases shall be calculated in accordance with AISC 341-D2-6. Further, the foundation of the steel frame shall be designed to resist applicable sliding shear, uplift force, and/or moment. The connection of the Steel Frame to the Column Base shall be designed to transmit forces to the foundation per CBC. Column base elements include anchor bolts, base plate welds, and any elements that transfer shear, moment, or tension to the foundation: AISC 341-D1-4a(2). a. The seismic loads to be transferred to the foundation interface shall be based upon the seismic load combinations of ASCE 7-10, Section 12.4.3.2. Page 13 of 23 CARLSBAD 16-1617 MAY 13, 2016 Design of concrete elements at the Column Base, including anchor rod embedment and reinforcement steel, shall be in accordance with CBC, Chapter 19. Grade beams shall be provided with ductile detailing per ACI 318, Chapter 21.6 & 21.12. 88. Seismic Load Effect Seismic load effect, E. The seismic load effect, E, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.2: EPQE + 0.2S0sD Maximum seismic load effect, Em. The maximum seismic load effect, Em, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.3 to be used in the special seismic load combinations of Section 12.4.3.2 Em = QOQE + 0.2SDsD 89. For all building columns, including those not designed as part of the SFRS, column splices shall be located 2:4' away from the beam-to-column flange connections - See exceptions. Detail this on plans. (AISC 341-Part D2-5a). 90. Please provide a beveled transition detail where changes in thickness/ flange width/ or webs occur in complete joint penetration groove welded column splices. (AISC 341-Part 1-8.4a; AWS D1.8-09, 2.7.1 & 2.16.1.1). 91. Beveled transitions are not required when changes in thickness/ flange width, or webs occur in column splices where PJP grove welded joints are used. (AISC 341-8.4a & b). If none, please state N/A & skip to the next item. 92. Column splices shall be designed per requirements of AISC 341-D2-5a and D2-5b. Welded column splices that are subject to a calculated net tensile shall be shall satisfy all of the following requirements: a. PJP weld if used shall have minimum capacity ~200% of the required strength. The available strength for each flange splice shall be at least equal to 0.5 RyFybftf (LRFD) or (0.5I1.5)RFbftf (ASD), where bftf is the flange area of the smaller column connected. c. Butt joints in column splices are made with CJ welds, when tensionstress at any location in the smaller flange exceeds 0.30F (LRFD) or 0.21F (ASD), tapered transitions are required between flanges of unequal thickness or width. . ADDITIONAL 93. If CalGreen requires a Waste Management Plan, please submit the Carlsbad Special Form for this to the City. Also see attached for P!M!E & HC items. 94. 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? Indicate: LJ Yes U No 95. To speed up the review process, please note on this list where each correction item has been addressed on plans. The jurisdiction has contracted with EsGil Page 14 of 23 CARLSBAD 16-1617 MAY 13, 2016 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 ALl SADRE, S.E. at EsGil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) o The electrical is fine as submitted. ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS) 96. Include compliance with ES 140.3(a) 1 .A.i.b. for the roofing material specifications. 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 JURISDICTION: Carlsbad DATE: 5/13/2016 PLAN REVIEW NUMBER: 16-1617 SET: I PLAN REVIEWER: Glen Adamek 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 just before the permits are to be issued. Show the required separate fire rated shafts for each of the separate clothes dryers. Plans show 19 clothes dryers. The A-sheets seems to show a boxed out chase in the corner of the Laundry Room at the same location that the plumbing plans show washer box and gas outlet for a stacked washer dryer unit. Please correct to agree. Show the required roof access ladder to access the exhaust fans on the roof. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, Sections 1013.6 & 1013.7: 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. Page 15 of 23 CARLSBAD 16-1617 MAY 13, 2016 102. The incidental use area Water Heater Room (boiler room) shall be separated from the remainder of the building by a (fire barrier or horizontal assembly) or be provided with an automatic fire extinguishing system installed in construction that is capable of resisting the passage of smoke. CBC, Section 509.0: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 716.5.9.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 710.7." PLUMBING (2013 CALIFORNIA PLUMBING CODE) 103. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 104. For backwater valve review, please show the upstream sewer manhole rim elevation (manhole cover elevation) and finished floor elevations. CPC 710.0 Backwater valves are: Mandatory: Fixtures installed on a floor level below the next upstream manhole cover elevation require backwater protection. Not Allowed: For waste systems with fixtures installed on a floor level above the next upstream manhole cover elevation. 105. Please provide cut-sheets, listing data, and installation instructions for the 19 gas fire clothe dryers shown in the gas line isometric on sheet P6.2 (all stacked washer/dryer units) showing the gas demands agreeing with the gas line calculations. The gas demands seem to be low. 106. Hot water recirculating loop systems requirements (Not single family homes): Detail the following as per California Energy Efficiency Standard, Section 113(c)5: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. 107. Show the required floor drains in the Laundry room in commercial buildings and common laundry facilities in multi-family dwelling buildings, as per CPC. Section 418.3.3. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 108. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CIVIC 304.2. Please provide. City approval for use of an outside ladder is required. Page 16 of 23 CARLSBAD 16-1617 MAY 13, 2016 Please provide mechanical plans for the Laundry Room. Showing the exhaust fan (shown on the electrical plans the required makeup air, the three required dryer exhaust ducts and detailing any required fire and/or smoke dampers. Provide the necessary make-up air source for the residential clothes dryer. Include the manufacturer's installation instructions and/or provide a minimum of 100 square inches of opening. CIVIC 504.3.1 Clearly show the clothes dryer exhaust duct for the 16 clothes dryers in the dwelling units and for the 3 dryers in the laundry room. Detail the required back draft dampers at all 19 clothe dryer exhaust duct discharge goose necks through the roof. Provide a dryer exhaust duct design that complies with the general requirements of CIVIC 504.3.1.2 (14 feet maximum length w/ (2) 900's) or provide the manufacturers installation instructions detailing the allowable duct design. If using the manufacturers installation instructions, the dryer manufacturers model number to be on the plans. 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. Page 17 of 23 CARLSBAD 16-1617 MAY 13, 2016 PRIVATELY FUNDED MULTI-FAMILY DISABLED ACCESS CORRECTION CHECKLIST Note: All Sections referenced are from Title 24 (2013 CBC) APPLICABILITY Scoping 1. The following are the general accessibility requirements: A) IN ELEVATOR BUILDINGS, ALL UNITS ON ALL FLOORS MUST BE ADAPTABLE AND ACCESSIBLE. SECTION 1102A.3.2. REVISE THE PLANS, THROUGHOUT, ACCORDINGLY: SITE DEVELOPMENT/ACCESSIBLE ROUTE OF TRAVEL ACCESSIBLE ROUTE OF TRAVEL Accessible routes of travel shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the accessible entrance they serve. The accessible route shall to the extent feasible, coincide with the route for general public. Sec. 1110A.1. At least one accessible route shall connect accessible buildings facilities, elements and spaces that are on the same site. Section 1110A.1. Where more than one route of travel is provided, all routes shall be accessible. Section 1110A.1.1. If an accessible route has changes in level greater than 1/2 inch, then a curb ramp, ramp, elevator or platform lift shall be provided. Stairs shall not be part of an accessible route. Section 1111 A.2. CURB RAMPS Curb ramps shall be constructed at each corner of street intersections and where pedestrian way crosses a curb. Section 1112A.1. Curb ramps shall be a minimum of 4' in width. Section 1112A.3. The slope of the curb ramp shall not exceed 1:12. If a curb ramp is located where pedestrians must walk across the ramp, then it shall have flared sides which slope at maximum 1:10. Section 11112A.5. A level landing 4 feet deep shall be provided at the upper end of each curb ramp over its full width to permit safe egress from the ramp surface, or the slope of the fanned or flared sides of the curb ramp shall not exceed 1 vertical to 12 horizontal. Section 1112A.6. All curb ramps shall have a grooved border, 12" wide at the level surface of the sidewalk along the top and each side, approximately %" on center. Section 1112A.8. Show that detectable warnings, extending the full width and depth of the curb ramp, inside the grooved border, are to be installed for all curb ramps (regardless of slope), per Section 11 B-705. Only approved DSNAC detectable warning products and directional surfaces shall be installed. Section 11 B-705.3, as referenced by Section 1112A.9. Curb ramp shall be located or protected to prevent their obstruction by parked cars. Section 1112A.2. WALKS AND SIDEWALKS All walks and sidewalks subject to these regulations shall have continuous common surface, not interrupted by steps or by abrupt changes in level exceeding ½", and shall be a minimum of 48" in width. Walks and sidewalks serving individual dwelling units in privately-funded multifamily buildings may be reduced to 36 inches in clear width. Section 1113A.1. Walks shall be provided with a level area not less than 60" x 60" at a door or gate that swings toward the walk, and not less than 48" by 44" deep at a door or gate that swings away from the walk. Such walks shall extend 24" to the side of the strike edge of a door or gate that swings toward the walk. Section 1113A.4. When the slope in the direction of travel of any walk exceeds 5%, it must comply with the provisions for pedestrian ramps. Section 1113A.3. Page 18 of 23 CARLSBAD 16-1617 MAY 13, 2016 INSIDE THE UNITS: Please show step-by-step how the plans comply with each & every item: INTERIOR PATHS OF TRAVEL Every interior opening or passage door in a covered dwelling unit must provide a minimum of 32" net clear opening width between the face of the door and the door stop, when the door is in the 900 open position. Sec. 1132A.3. A 34" door is acceptable, and a standard 6'; sliding glass door is acceptable. All interior doors shall have a level area on the swing side of the door that extends 18" past the strike edge of the door. Section 1132A.5.2. Interior doors shall provide a minimum length on both sides of the door of at least 42". Sec. 1132A.5.1. For doors providing a clear opening width of only 34", this landing may be reduced to 39". The landing on the dwelling unit side of the primary entry door shall have a min length of not less than 44". Section 1132A.5.1. Interior passage doors shall have hardware centered between 30" and 44" above the floor, and be openable with a single effort by lever type hardware. Section 1132A.8. The bottom 10" of all doors shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Section 11132A.9. KITCHENS 22. Base cabinets directly under the kitchen sink counter area, including toe board and shelving shall be removable without special knowledge or tools. Finish flooring shall be provided on the floor beneath the counter top. There is no exception to this requirement. Section 1133A.3. 23. A min linear length of 30" of countertop shall be provided for the kitchen sink, and a min linear length of 30" of countertop shall be provided for a work surface, both of which shall be designed to enable repositioning to a min height of 28". Sec. 1133A.4. Exceptions: Only 5% of covered dwelling units are required to comply with the repositionable countertop requirements. Stone, cultured stone, and tiled countertops may be used without meeting the repositioning requirements. In covered dwelling units, two 15" minimum width breadboards may be provided in lieu of the required 30" of countertop work surface. 24. Kitchens shall have a minimum clear width measured between any cabinet, countertop or appliance as follows, per Section 1133A.2.1: U-shaped kitchens, designed with parallel approach at a range or cooktop located at the based of the U, shall have a minimum clear width of at least 60 inches. U-shaped kitchens, designed with a cooktop or sink located at the base of the U, shall have a clear width of at least 48 inches. C) All other kitchen designs shall provide a minimum clear width of at least 48 inches. Page 19 of 23 CARLSBAD 16-1617 MAY 13, 2016 48' CLEAR BETWEEN 60 CLEAR BETWEEN FACES OF CABINETS, FACES OF CABINETS, FIXTURES OR APPLIANCES FIXTURES OR APPLIANCES - - II Ref. __L_____i I_______i ?11 I -1 II Ref. - J (2) LL1 - - (2) 0 O C') oo FSOR Stove 00 E 00 Sin _(1) J oO I ---I I I -__I MIN. 'I 'I 60' MIN. TYPICAL KITCHEN "U" SHAPED KITCHEN 30-inch wide counter top space for sink installation with removable base cabinet and finish flooring beneath sink 30-inch wide counter top workspace 30-inch by 48-inch clear space adjacent to range or cooktop to allow parallel approach 30-inch by 48-inch either parallel approach at oven, dishwasher, trash compactor or refrigerator FIGURE 11 A-1 OA—KITCHEN SPECIFICATIONS 25. The following additional provisions shall be met if repositioning of countertops is required: (Sec. 1133A.4.1): Base cabinets, directly under sink and work surface counter areas, shall be removable to provide clearance for a wheelchair; Finished flooring shall be installed on floors beneath such countertop. The side and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material, appropriate for such uses. Page 20 of 23 CARLSBAD 16-1617 MAY 13, 2016 26. Water supply and drain pipes under kitchen sinks shall be insulated or otherwise covered. Section 1133A.7.1. BATHROOMS 27. Bathrooms shall be designed to comply with one of the following options, per Section 1134A.1: a) Option 1. All bathrooms within the dwelling unit shall be designed to comply with section with the following: Toilet, bathing and shower facilities shall comply with Section 1134A.4. Bathtubs shall comply with Section 1134A.5. Showers shall comply with Section 1134A.7. Water closets shall comply with Section 1134A.7. V) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. Bathrooms shall be provided with an accessible route into and through the bathroom. If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42" on each side of the door). A minimum 18" clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. Switches, outlets, and controls shall comply with Section 1142A. X) Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shalJ comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. b) Option 2. Only one bathroom within the dwelling unit shall be designed to comply with the following: Toilet, bathing and shower facilities shall comply with Section 1134A.4. Bathtubs shall comply with Section 1134A.5. Showers shall comply with Section 1134A.6. iv). Water closets shall comply with Section 1134A.7. V) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. Where both a tub and shower are provided in the bathroom, at least one shall be made accessible. See Section 1134A.5 for bathtubs, or Section 1134A.6 for showers. When two or more lavatories are provided, at least one shall be made accessible and comply with Section 1134A.8. Bathrooms shall be provided with an accessible route into and through the bathroom. If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42" on each side of the door). X) A minimum of 18" clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. Switches, outlets, and controls shall comply with Section 1 142A. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. When option 2 is used, all additional bathrooms must comply with items viii through xii above. 28. Per Section 1134A.3, all "powder rooms" located on floor levels required to be accessible shall comply with items 1 thru 6 of this section. When the powder room is the only toilet facility located on an accessible level, it shall comply with items 1 through 7 of this section. Accessible Route. Powder rooms shall be provided with an accessible route into and through the powder room and shall comply with Section 1134A.4. Doors. If a door is provided it shall comply with the requirements of Section 1132A.5 (this requires a strike-clearance of at least 18" and a landing depth of 42" on each side of the door). Strike Edge Maneuvering Space. Bathing and toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person using wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. Water Closets. Water closets shall comply with Section 1134.7. Lavatories, Vanities, Mirrors and Towel Fixtures. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. Page 21 of 23 CARLSBAD 16-1617 MAY 13, 2016 Accessible Switches, Outlets & Controls. Switches, outlets & controls shall comply with Sec. 1142A. Reinforced Walls for Grab Bars. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. 29. 1134A.4 Sufficient Maneuvering Space. Bathing and toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person using a wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. Where the door swings into the bathroom or powder room, there shall be a clear maneuvering space outside the swing of the door of at least 30" by 48" within the room. The clear maneuvering space shall allow the user to position a wheelchair or other mobility aid clear of the path of the door as it is closed and to permit use of fixtures. Doors may swing into the required clear space at any fixture when a clear maneuvering space is provided outside the swing arc of the door so it can be closed. Maneuvering spaces may include and knee space or toe space available below bathroom fixtures. 30. 1134A.5 Bathtubs. Bathtubs required to be accessible shall comply with this section. Floor Space. There shall be a minimum clear floor space 48" parallel by 30" perpendicular to the side of a bathtub or bathtub-shower combination (measured from the foot or drain end of the bathtub) to provide for the maneuvering of a wheelchair and transfer to and from the bathing facilities. The area under the lavatory may be included in the clear floor space provided the knee and toe space comply with Section 1134A.8. Cabinets under lavatories and toilets shall not encroach into the clear floor space. Reinforced Walls for Grab Bars. A bathtub installed without surrounding walls shall provide reinforced areas for the installation of floor-mounted grab bars. Where a bathtub is installed with surrounding walls, grab bar reinforcement shall be located on each end of the bathtub, 32" to 38" above the floor, extending a minimum of 24" from the front edge of the bathtub toward the back wall of the bathtub. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. Grab bar reinforcement shall be installed on the back wall of the bathtub a maximum a 6 inches above the bathtub rim extending upward to at least 38" above the floor. Grab bar backing shall be installed horizontally to permit the installation of a 48" grab bar with each end a maximum of 6 from the end walls of the bathtub. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. C) Bathtub Controls. Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls and operation mechanisms shall be no greater than 5-lbs-force. Lever operated, push- type and electronically controlled mechanisms are examples of acceptable designs. 31. 1134A.6 Showers. Showers required to be accessible shall comply with this section. Size. When a shower stall is provided, at least one shower stall shall measure at least 42 inches wide by 48 inches deep with an entrance opening of at least 36 inches. The maximum slope of the shower floor shall be ½ inch per foot in any direction and shall slope toward the rear to a drain located within 6 inches of the rear wall. The floor surfaces shall be Carborundum or grit-faced tile or of a material providing equivalent slip resistance. Floor Space. A clear maneuvering space at least 30" in width by 48" in length shall be located outside the shower, flush and parallel to the control wall. C) Reinforced Walls for Grab Bars. Grab bar reinforcement shall be installed continuous in the walls on showers 32 inches to 38 inches above the floor. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. Glass-walled shower stalls shall provide reinforcement for installation of floor mounted or ceiling mounted grab bars. Thresholds. When a threshold (a recessed drop) is used, it shall be a maximum of 1/2" in height and have a beveled or slopped angle not exceeding 450 from the horizontal. Shower Controls. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 pound-force. Lever operated, push-type and electronically controlled mechanism are examples of acceptable designs. 32. 1134A.7 Water Closets. Water closets in bathrooms or powder rooms required to be accessible shall comply with this section. a) Floor Space. The water closet shall be located in a space a minimum of 48" in clear width with 36" minimum clear space provided in front of the water closet. This space may include maneuverable space under a lavatory, if provided and arranged so as not to impede access. Exception: The 48" clear width may be reduced to 36" for lavatories and cabinets located immediately adjacent to a water closet which extend no more than 24" in depth. Page 22 of 23 CARLSBAD 16-1617 MAY 13, 2016 b) Water closets shall be located within bathrooms in a manner that a grab bar to be installed on one side of the fixture. The centerline of the water closet shall be 17" to 18" from a grab bar wall. In locations where water closets are adjacent to non-grab bar walls, the centerline of the fixture shall be a min of 18" from the obstacle. The other (non grab bar) side of the water closet shall be a mm of 18" from the obstacle. C) Reinforced Walls for Grab Bars. Where the water closet is not placed adjacent to a side wall, the bathroom shall have provisions for installation of floor mounted, foldaway, or similar alternative grab bars. Where the water closet is placed adjacent to a side wall, reinforcement is installed at the back; it shall be installed between 32" and 38" above the floor. The grab bar reinforcement shall be a min of 6" nominal in height. Seat Height. The minimum height of water closet seats shall be 15" above the floor. Water Closet Controls. Water closet Controls shall be mounted no more than 44" above the floor. The force required to activate controls shall be no greater than 5-lbs-force. 33. 1134A.8 Lavatories, Vanities, Mirrors and Towel Fixtures. Bathrooms or powder rooms required to be accessible shall have at least one accessible lavatory. Where mirrors and towel fixtures are provided, at least one of each shall be accessible. Location. Vanities and Lavatories shall be installed with the centerline of the fixture a min of 18" horizontally from an adjoining wall or fixture to allow for forward approach. When parallel approach is provided, lavatories shall be installed with the centerline of the fixture a min of 24" horizontally from an adjoining wall or fixture. The top of the fixture rim shall be a max of 34" above the finished door. Floor Space. A clear maneuvering space at least 30" by 48" shall be provided at lavatories and shall be centered on the lavatory. C) Cabinets. Cabinets under lavatories are acceptable provided the bathroom has space to allow a parallel approach by a person in a wheelchair and the lavatory cabinets are designed with adaptable knee and toe space. d) Knee and Toe Space. Knee and toe space shall be provided as follows: I) The knee space shall be at least 30" wide and 8" deep. ii) The knee space shall be at least 29" high at the front face and reducing to not less than 27" at a point 8" back from the front edge. iii) The knee and toe space required in this section shall be provided by one of the following: The space beneath the lavatory shall be left clear and unobstructed. Any cabinet beneath the lavatory shall be removable without the use of specialized knowledge or specialized tools or, C) Doors to the cabinet beneath the lavatory shall be removable or openable to provide the required unobstructed knee and toe space. iv) The toe space required in this section shall be provided as follows: Shall be at least 30" wide and centered on the lavatory. Shall be at least 17" deep, measured from the front edge. C) Shall be at least 9" high from the floor. e) Finished Floor. The finished floor beneath the lavatory shall be extended to the wall. f) Plumbing Protection. Hot water and drain pipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. g) Lavatory Faucet Controls. Faucet controls and operation mechanism shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater then 5 poundOforce. Lever operated. Push-type and electronically controlled mechanisms are examples of acceptable designs. Self closing valves are allowed if the faucet remains open for at least 10 seconds. h) Mirrors and Towel Fixtures. Where mirrors or towel fixtures are provided they shall be mounted with the bottom edge no higher than 40" from the floor. End Page 23 of 23 CARLSBAD 16-1617 MAY 13, 2016 [DO NOT PAY— THIS IS NOTANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 16-1617 PREPARED BY: ALl SADRE, S.E. DATE: MAY 13, 2016 BUILDING ADDRESS: 1578 MARBRISA CIRCLE BUILDING OCCUPANCY: R2; V-A/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) LIVING 19328 DECKS/PATIOS 7893 UTILITIES 863 Air Conditioning 19328 Fire Sprinklers 27221 TOTAL VALUE 2,656,787 Plan Check Fee by Ordinance Type of Review: El Complete Review I $6,830.941 I $4,440.11 I Jurisdiction Code 1CB I By Ordinance Bldg. Permit Fee by Ordinance V El Structural Only El Repetitive Fee Repeats El Other Hourly EsGil Fee Hr. @ * I $3,825.33 Comments: In addition to the above fee, an additional fee of $86 isdue (1-hour@ the CalGreen review. Sheet 1 of 1 macvalue.doc + 0 GENERAL PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 06/20/2016 PROJECT NAME: MARBRISA VILLA #61 PROJECT ID:CB161617 PLAN CHECK NO: 2 SET#: 1 ADDRESS: 1578 MARBRISA CR APN: 21113107 VALUATION: $2,656,787 SCOPE OF WORK: VILLA #61 GROUND UP 4 STORY BUILDING 30 TIMESHARE UNITS_ 28,316 SF TOTAL >< This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes [9 No fl F-1 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check-Comments have been sent to: DANT@NOAAINC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. (JJ] LAND DEVELOPMENT [t 5LJU1 760-6W-2750 U Chris Sexton Chris Glassen Lii Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carisbadca.gov F1 Gina Ruiz Linda Ontiveros F] CindyWong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov U ValRay Nelson Dominic Fieri 760-602-2741 760-602-4664 ValRay.Marshall@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: Inspection card reflects a notice to Engineering inspector, Mike Bailey, not to final without a final map recorded for CT 05-08. MARBRISA VILLA #61 1i1I1.1IIC19I3k 'rt1TU Outstanding issues are marked with EIZI . Items that conform to permit requirements are marked with R1I1 or have intentionally been left blank. 4 , 1. SITE PLAN PLEASE SLIP Provide a fully dimensioned site plan drawn to scale. Show: SHEET SIGNED North arrow LI LJ Driveway widths APPROVED LII LJ Existing & proposed structures Existing or proposed sewer lateral GRADING LI LI Existing street improvements EJ LII Existing or proposed water service PLANS INTO LI LI Property lines (show all dimensions) IX1 LIJ Submit on signed approved plans: BUILDING SET El Easements . DWG No. DWG 42879H LI LI Right-of-way width & adjacent streets Show on site plan: DWG 428-9H Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swàle 5' away from building". Elli Existing & proposed slopes and topography =Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. S EEJ Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: =Site address Assessor's parcel number Legal description/lotnumber For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. LII LI Show all existing use of SF and new proposed use of SF. Example: . Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: CT 15-08 OF CT 03-02 Subdivision/Tract: CARLSBAD RANCH PA NO 5 Reference No(s): GRAND PACIFIC RESORTS TIME SHARES E-36 Page 2 of 6 MARBRISA VILLA #61 PLAN CHECK NO# 2 DISCRETIONARY APPROVAL COMPLIANCE PUD 15-16 SDP Project does not comply with, the following engineering conditions of approval for project no.: 03-02A CDP 03-04A CUP 03-01A DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or N/A utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: IMPROVEMENT REQUIREMENTS =All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction •exceeds $120000.00, pursuant to Carlsbad Municipal Code Section .18.40.040. fi JPublic improvements required as follows: CIVIL IMPROVEMENT PLANS, DWG 428-9F SIGNED APPROVED 02/16/2012 Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: N/A .. . E-36 ' Page 3 016 . REV 6/01/12 MARBRISA VILLA #61 PLAN CHECK NO# 2 GR16-05 GRADING PERMITREQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, imporf, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" I-I Grading Permit required. NOTE: The grading permit must be issued. and rough grading approval obtained prior to issuance of a building permit. L21 Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector BAILEY 05/27/2016 The inspector will then provide the engineering counter with a release for the building permit. fl =,No grading permit required. Minor Grading Permit required. See additional comments for project- specific requirements. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: *ANY WORK BEING DONE WITHIN THE PUBLIC RIGHT OF WAY* E-36 Page 4of6 REV 6101/12 N/A MARBRISA VILLA #61 PLAN CHECK NO # 2 7. STORM WATER C **FYIONLY** SEE STORM WATER PREVENTION PLAN ON FILE SW 15-368 0 onstruction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. L1 Requires Tier I Storm Water Pollution Prevention Plan (E-29). Please complete attached forrT and return (SW Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier .2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance **FyI ONLY** Storm Water Standards Questionnaire. SEE STORM Project is subject to Standard Storm Water Requirements. See city Standard Urban WATER Storm Water Management Plan (SUSMP) for reference. MANAGEMENT PLAN ON FILE Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). SWMP 15-19 Project needs to incorporate low impact development strategies throughout in one or more of the following ways: J Rainwater harvesting (rain barrels or cistern) Vegetated Roof El Bio-retentions cell/rain garden fl Pervious pavement/payers El Flow-through planter/vegetated or rock drip line El Vegetated swales or rock infiltration swales fl Downspouts disconnect and discharge over landscape El Other: E-36 Page 5 of 6 REV 6/01/12 MARBRISA VILLA #61 PLAN CHECK NO#2 WATER-METER REVIEW Domestic (potable) Use 2" METER AS What size meter is required? PER DWG FF 7ylWhere a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. 4289H SHT 12 NOTE: the connection fee, SDCWA system capacity charge and the & MAX GPM water treatment capacity charge will be based on the size of the meter DEMAND! PO .1 necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 1/4". FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet - Added square footage in last two years? yes no Permit No. Permit No. Project built after 1980 yes no Impervious surface > 50% flyes []no Impact unconstructed facility yes Eno Fire sprinklers required byes Jno (is addition over 150' from center line) Upgrade byes flno No fees required 10. ADDITIONAL COMMENTS Attachments: J Engineering Application E1 Storm Water Form L1 Right-of-Way Application/ Info. Eli Reference Documents E-36 - Page 6 of 6 REV 6/01/12 CT 15.08 DWG 428-9H Fee Calculation Worksheet GR 16-05 ENGINEERING DIVISION LOTS 9 & 10 Prepared by: VALRAY NELSON Date: 05102i2016 GEO DATA: LFMZ: I B&T: Address: 1578 MARBRISA CR Bldg. Permit #: CB161617 Fees Update by: LO 6/20/16 Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: 30 UNITS TMSHRE Sq.Ft./Units 1.0 EDU/ UNIT EDU's: 30 EDUS Types of Use: - Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: 30 UNITS TMSHRE Sq.Ft./Units 8/ ROOM ADT's: 240 ADTS Types of Use: Sq.Ft./Units . ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: I1YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ZNO 1. PARK-IN-LIEU FEE:[i]NW QUADRANT LINE QUADRANT ElSE QUADRANT OW QUADRANT ADT'S/UNITS: X FEE/ADT: 1 =$ N/A 23RAFFIC IMPACT FEE: ADT'S/UNITS: 240 X FEE/ADT: 107 1 =$ 25680 BRIDGE & THOROUGHFARE FEE: fl DIST. #1 fl DIST.#2 DIST.#3 (USE SANDAG)ADT'S/UNITS 240 X FEE/ADT: 200 =$ 48000 FACILITIES MANAGEMENT FEE ZONE: 13 ADTS/UN ITS: 283 X FEE/SQ.FT./UNIT: 0.40 $ 11326.40 5 SEWER FEE EDU's 30.00 X FEE/EDU: 881 $ 26430 BENEFIT AREA: EDU's X FEE/EDU: 1 =$ N/A DRAINAGE FEES: PLDA: EHIGH LII MEDIUM [j]LOW ACRES: X FEE/AC: $ PAID AT MAP POTABLE WATER FEES: UPGRADE EXISTING 1.5" METER (46835240), CREDIT OF $32205 APPLIED UNITS I CODE I CONN. FEE I METER FEE I SDCWA FEE I TOTAL I I D2.0 I 8,461 I 228 I 10,648 I 19,608 This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 60-719 for a complete listing of fees*** CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: DATE:_____________ PROJECT ID S-D GRADING PERMIT NO._/O2~ LOTS REQUESTED FOR RELEASE: N/A NOT APPLICABLE "I = COMPLETE or unacceptable Site access to requested lots adequate and logically grouped. Site erosion control measures adequate including basins and lined ditches installed. Overall site adequate for health, safety and welfare of public. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 8W x II" site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted. EOW certification of work done with finish pad elevations of specific lots to be released. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Fully functional fire hydrants within 350 feet of building combustibles and an all weather roads access to site is required. Retaining walls installed.: Adequate progress on installation of slope irrigation and landscape. Minimum 20' wide all weather road. Sewer installed and available for use. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: Date / Muni p I iProjecTs. Manager Date Partial Site Rel Checklist—UPDATED 11/2015 PACIFIC RESORTS Time Away ...Mme Together..' May 25, 2016 Mr. Michael Bailey Construction inspector City of Carlsbad, Public Works Engineering 6550 El Camino Real Carlsbad, CaUfornia 92.008 Cc: Mike PeterOn, Building Department Dear Michael, Re: Buiiding,Pa'd Certification Letter & Permit Release 1578 MarBrisa Circle (Villa' 1)— GR 160005 Dtaw'lng 428-9H Carlsbad Ranch -.Planning Areas The-fd1lowing Building Pad' Certifications areattached for your review and approval. brand Pacific Resorts requests Engineering. Department Release of Building Pad for Villa 61 (1578) Building Permit, ReqUireMents for Pad Release for Building Permit'and compliance: L Letter of Request— This Léttér 2. 8-1/2 xli Plat Showing Requested Area —'See: attached "Building Pad Location Map" dated 052O-,15 for Villa 61. 3, Preliminary Soils Report— Same Report for'Site on File at City "MTGL eotechnical Investigation" Report dated 11-441. 4. Pad Certification of Elevations - See attached Pad Certification from Excel Engineering for "Villa 61 and 62" dätèd 05-25-16. 5, Preliminary Geotechñical Report,— See attached "MTGL Building Pad Certification". dated 05-25- 16 stating density tests passed &.approved. Report inctudesover-excaVation and compaction of the Villa 61 building pad to be in con'fOrmane with the soils report. 6. Water Source for Fire Fighting —.,A hydrant exists within 50 feet of'Villa 61 to the east. Hydrants are marked on the '11Buliding Pad Location Map dated 05-20-16. 7 Minimum 20-ft Wide All Weather Road -All roadways and parkEng stalls are paved and provide access to building. Sewer Installed & Available for Use —Sewer main lines are currently installed per drawing 428 9F. Adequate Progress on Installation of Slope Irrigation & Landscape -The main slope to the west is currently irrigated-and being used for farming. Permanent plantings will commence once final landscape drawings are signed off by Michael Elliott. 900 PASTBJR COURT SUFFE 200 • CARLSBAD, CA 92008 • TELEPHONE 760-4318500 '+ lACSIM!LE 76043l-450 4 www.graiidpadficrcsorts.com GRAND PACIFIC RESORTS Time Away...Time Together. 10. Erosion Control Measures Installed - Erosion Control measures are in place and approved by our QSP, Robert Dentino with Excel Engineering. See installed BMPs as shown on the "Building Pad Location Map" dated 0520-15. 11, Erosion ControlMeasures—The downward bio-retentiofl. basin has been installed and operational for over four years. All BMPs have been installd as shown on the "Building Pad Location Map" dated 05-20-16. 12. Retaining. Walls lnstailed —There are no retaining walls requlWed at Villa 61. lam confident we have met all (Ii) minimum requirements for the:Engineering Department to relCase "Villa 61" for building pelrnit. Please let me know if you agree and if you will approve there—tease.. Sincerely, Grand Padfic Resorts, Inc. 1ouston,vt1Id Directoràf Development & Construction 11 000 PASTEUR COUPI SUITE 200 + CARLSBAD, CA 92008 4 TELEPHONE 760-431-850.0 + FACSJM!LE 760-431-4580 4 gndadfisorts.com Geotednluieali Engineering Costnuctoiii kllspectiolril Materials Testing Environmental OrirIcELOcAnoNs SAN DIEGO. IMPERIAL COUNTY 6295 Farris Square Sidle c San Diego. CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 ORANGE COUNTY CoRPORATE BRANCH 2992 & LPa1ma Avenue Suite A Aaicini, CA 92806 Tel: 714.632.2999 Fax: 714.63212974 OC/LA/INLAND EMPuur DIsPATcn 800.491.2990 SAN DIEGO DISpATcH 888.8445060 www.mtglinc.com LI May 26,2016 ¼ Grand Pacific Resorts, Inc. MTGL Project No: 1916A09 5900 Pasteur Court, Suite 200 'MTGL Log No: 1&599 Carlsbad, California 92008 Attention: Mr. Houston Arnold Subject: BUILDING PAD CERTIFICATION —VILLA 61 MarbrisaResorts. Carlsbad, California Dear Mr. Arnold; Per your request, we have prepared this letter to certify that remedial grading for Villa 61 building pad at the Marbrisa Resorts was accomplished in general accordance with the approved plans, specifications and geotechnical investigation. Remedial grading consisted of over-excavation of five feet of soil from finished pad elevation. The excavated soils were then Inoist14re condiioned and compacted to a miniinum of 90 percent of the maximum dry density as determined by ASTM D 1557. We observed grading at the site from May 12 toMay 18.,2016. Based on our observations and the results of our tsts the building pad construction complies with the project approved documents. We appreciate this Opportunity to be of continued service to you. Should you have any qñestions regarding the information contained herein, please contact us at your earliest convenience. Respectfully submitted, . MTGL, Iiic. II Sam E. Vez, RCE 56226, RGE 2813 Vice President I Chief Engineering No. C56226 V~N~ INLAND Eu'uu 14467 Meridian PArkway Building 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 INDIO 44917 Golf Center,Pkwy Suife I lndio, CA 92201 Tel: 760.342.4677 Fax: 760342,4525 ENGINEERING LEVIN& DEN17N.O INC. D.B.A. EXCEL ENGINEERING -EXCEL ESCOND/DO 440 &ate Place o Escondido, CA 92029 (760) 745-8118 -.Fax 745-8134 May 25,2016 RE: Certification of Pad Grade for Villa 61 of the City of Carlsbad Drawing No. 428-9H, Project No. CT 1508 Grading Plans for Carlsbad Ranch, Planning Area No. .5, Resort Site-Phase 3 To whom it my concern, - Excel Engineering performed a field, survey on May 24 2016: to confirm finish pad grade for the referenced ste. A minimum of 7 shots were taken and, the finished pad grade is-as fallows: Pad - Average Pad Elevation Design ?ad.Elevãtion Villa 61 18942 189.,61 The maximum deviation from design to finsh pad for said pad was tbid tobe .0.05'. The pad is in substantial conformance with the approved grading plan. Tfyou:iiave any firther qtstions Or need any additional information do not hesitate to call. Sincerely, Miähael D. Levin, PLS 6.114441001STAKEcerIs\pad certs\PAD CERT VILLA Gtdoc / 4 / / /,•__j - I -, -•- - /•4/ / I \ \ - ,-_' < 1-i 5.:5 5.S •'i - - -. :--: -- - .- - - . • PLAN CHECK Community & Economic tCity of. REVIEW .. Development Department,- C fl Faraday venue d S • . TRANSMITTAL • . Carlsbad CA, 92008 DATE 05/20/2016 PROJECT NAME: MARBRISA VILLA #61 PROJECT ID:CB161617 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1578 MARBRISA CR . APN: 21113107: VALUAION: s;6560*787 SCOPE OF WORK: VILLA #61 GROUNDUP4 STORY BUILDING 30 TIMESHARE UNITS_ 28,316 SF TOTAL F-1 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspeciion by Construction Management & Inspection Division is required: Yes EZI No El X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans-as required. Plan Check Comments have been sent to: DANT@NOAAINC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. 3 t LANDDEVELOPMENT ..• . S 760-602 2750 Chris Sexton Chris Glassen Greg Ryan 760-602-4624 . 760-602-2784 . 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz: Linda Ontiverôs Cindy.Wong 760-602-4675 • 760-602-2773 760-602-4662 Gina.Ruiz@caflsbadca.gov Linda.Ontiveros@carlsbadca.gov •. '' Cynthia.Wong@carlsbadca.gov LI . . ValRayNelson Dominic Fieri 760-602-2741 760-602-4664 ValRay.Marshall@carlsbadca.gov . Dominic.Fieri@carlsbadca.gov MARBRISA VILLA #61 PLAN CHECK NO # 1 ' reI Outstanding issues are marked with . Items that conform to permit nni'irr.rsm requirements are marked with Y1 or have intentionally been left blank. 1. SITE PLAN 0 PLEASE SLIP Provide a fully dimensioned site plan drawn to scale. Show: SHEET SIGNED LII Eli North arrow . EJ Driveway widths APPROVED i:i E:J Existing & proposed structures . LJ Existing or proposed sewer lateral GRADING E1 EJ Existing street improvements EI LIII Existing or proposed water service PLANS INTO LII EIIIJ Property lines (show all dimensions) EIIIIi El Submit on signed approved plans: BUILDING SET El El Easements DWG No. DWG 428-9H LIIJ LIII Right-of-way width & adjacent streets 0 on site plan: 0 El Drainage patterns and proposed site elevations. Show all high points. EEl Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. =ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5 away from building". . . . . . El Existing & propoed slopes and 'topography =size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. El El Sewer and water laterals should not be located within proposed driveways, per standards. Sho DWG 428-9H El El LII El El Include on title sheet: El El Site address El El Assessor's parcel number El El Legal description/lot number El El For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. . El El Show all existing use of SF and new proposed use of SF. Example: 0 Tenant improvement for 3500 SF of warehouse to 3500 SF of office. ) Lot/Map No.: CT 15-08 OF CT 03-02 0 Subdivision/Tract: CARLSBAD RANCH PA NO 5 Reference No(s): GRAND PACIFIC RESORTS TIME SHARES E-36 Page 2 of 6 REV 6/01/12 MARBRISA VILLA #61 PLAN CHECK NO# 1 DISCRETIONARY APPROVAL COMPLIANCE PUD 15-16 SDP LII Project does not comply with the following engineering conditions of approval for project no.: 03-02A CDPO3-04A CUP 03-01A DEDICATION REQUIREMENTS N/A Ei EJ Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24.00000 , pursuant to Carlsbad Municipal Code Section 18.40.030. 7=1 LII Dedication required as follows: IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. EJ E2J Public improvements required as follows: CIVIL IMPROVEMENT PLANS, DWG 428-91' SIGNED APPROVED 02/16/2012 LII LII Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. LII [] Future public improvements required as follows: N/A E-36 I Page 3of6 REV 6/01/12. - MARBRISA VILLA #61 PLAN CHECK NO # 1 If GR 16-05 GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in .Section 15.16 of the Municipal Code. lJ=Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" J Grading Permit required. NOTE: The grading permit must be issued and rough 6radinq approval obtained prior to issuanceof a building permit. FED J Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector BAILEY The inspector will then provide the engineering counter with a release for the building permit. . No grading permit required. LII LII Minor Grading Permit required. See additional comments for project- specific requirements. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the, public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain; sewer and water utilities; EILIII Right-of-way permit required for: *ANY WORK BEING DONE WITHIN THE PUBLIC RIGHT OF WAY* E-36 Page 4 of 6. REV 6/01/12 N/A s--I **FYIONLY" SEE STORM WATER PREVENTION PLAN ON FILE SW 15-368 MARBRISA VILLA #61 PLAN CHECK NO # 1 7. STORM WATER Construction Compliance J Project Threat Assessment Form complete. EJ Enclosed Project Threat Assessment Form incomplete. J Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW . Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance **FYI ONLY** SEE STORM WATER MANAGEMENT PLAN ON FILE SWMP 15-19 Storm Water Standards Questionnaire. E1 Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. E11 Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). EJ Project needs to incorporate low impact development strategies throughout in one or more of the following ways: E11J Rainwater harvesting (rain barrels or cistern) El Vegetated Roof El Bio-retentions cell/rain garden El Pervious pavement/payers El Flow-through planter/vegetated or rock drip line El Vegetated swales or rock infiltration swales El Downspouts disconnect and discharge over landscape El Other: E-36 Page 5of6 REV 6/01/12 11 MARBRISA VILLA #61 PLAN CHECK NO # 1 8. WATER METER REVIEW Domestic (potable) Use 2" METER AS fl What size meter is required? PER DWG • L1 fl Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" -meter. 4289H SHT 12 . NOTE: the connection fee, SDCWA system capacity charge and the & MAX GPM water treatment capacity charge will be based on the size of the meter DEMAND/ PO .1 necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %". Required fees have been entered inbuilding permit. - Drainage fee applicable - - Added square feet Added square footage in last two years? LI yes U no Permit No. - - Permit No. Project built after 1980 . Jyes no - Impervious surface > 50% . Jye5 F-1 no Impact unconstructed facility LI yes F-1 no Fire sprinklers required •. ]yes Jno (is addition over 150' from centerline) Upgrade yes - [—]no Nofees required 10. ADDITIONAL COMMENTS Attachments: [] Engineering Application [II Storm Water Form LJ Right-of-Way Application/Info. U.i Reference Documents E-36 Page 6of6 . REV 6/01/12 11 CT 15-08 DWG 428-9H Fee Calculation Worksheet GR 16.05 ENGINEERING DIVISION LOTS 9 & 10 Prepared by: VALRAY NELSON Date: 05/02/2016 GEO DATA: LFMZ: I B&T: Address: 1578 MARBRISA CR Bldg. Permit #: C1311 61617 Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: 30 UNITS TMSHRE Sq.Ft./Units 1.0 EDU/ UNIT EDU's: 30 EDUS Types of Use: - Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: 30 UNITS TMSHRE Sq.Ft./Units 8! ROOM ADT's: 240 ADTS Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD:ElYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) IiNO 1. PARK-IN-LIEU FEE:LJNW QUADRANT ONE QUADRANT OSE QUADRANT DWQUADRANT ADT'S/UNITS: X FEE/ADT: $ N/A 23RAFFIC IMPACT FEE: ADT'S/UNITS: 240 X BRIDGE & THOROUGHFARE FEE: (USE SANDAG)ADT'S/UNITS 240 X FACILITIES MANAGEMENT FEE ADT'S/UNITS: 2831b X SEWER FEE EDU's 30.00 X BENEFIT AREA: FEE/ADT: 107 1 4 25680 [I] DIST. #1 EDIST.#2 FEE/ADT: 200 =$ 48000 ZONE: 13 FEE/SQ.FT./UNIT: 0.40 $ 11326.40 FEE/EDU: 881 $ 26430 j DIST.#3 EDU's DRAINAGE FEES: PLDA: ACRES: I POTABLE WATER FEES: , UNITS I CODE CONN. FEE METER FEE SDCWA FEE TOTAL I I D2.0 I 25182 823 25808 51813 This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 60-719 for a complete listing of fees*** FEE/EDU: $ N/A H IGH EjMEDIUM EILOW FEE/AC: $ PAID AT MAP PLANNING DIVISION BUILDING PLAN CHECK CITY OF REVIEW CHECKLIST CAR LSBAD Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.cirIsbadca.ov DATE: 05/12/16 PROJECT NAME: MARBRISA PROJECT ID: SDP 03-02 PLAN CHECK NO: 16-1617 SET#: I ADDRESS: 1578 MARBRISA CIRCLE APN: 211-131-11-00 This plan check review is complete and has been APPROVED by the PLANNING Division. By: CHRISTER WESTMAN A Final Inspection by the PLANNING Division is required Z Yes No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: dant@noaainc.com For on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 ister 760-602-4614 Christer.Westman@carIsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Laiwrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregory. Rya n@carlsbadca.Eov Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca.gov Linda Ontiveros 760-602-2773 Linda.ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carIsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 16-1617 Address 1578 Marbrisa Circle Date 05/12/16 Review#1 Planner Christer Westman Phone(760)602-4614 Type of Project & Use: TIMESHARE Net Project Density: N/A Zoning: C-T-Q General Plan: T-R Facilities Management Zone: j CFD (in) # 1 Date of participation: 12/21/93 Remaining net dev acres:ZERO (For non-residential development: Type of land use created by this permit: TIMESHARE) REVIEW #: 1 2 3 Legend: Z Item Complete El Item Incomplete - Needs your action El El El Environmental Review Required: YES Z NO LI TYPE MIT NEG DEC DATE OF COMPLETION: 09/01/04 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: El LI El Discretionary Action Required: YES 0 NO El TYPE SDP APPROVAL/RESO. NO. 5686-5691 DATE 09/01/04 PROJECT NO. SDP 03-02 OTHER RELATED CASES: CT 03-02/CDP 03-04/PUD 03-01/CUP 03-01/HDP 03-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: El El El Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO Li CA Coastal Commission Authority? YES 0 NO 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): CDP 03-04 APPROVED 09/01/04 El El El Habitat Management Plan Data Entry Completed? YES El NO El N/A If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) El El El Inclusionary Housing Fee required: YES El NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES El NO El (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) El El El Housing Tracking Form (form P-20) completed: YES El NO El N/A P-28 Page 3 of 4 07/11 Site Plan: Li LI Li Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines Li Li Li 1. Applicability: YES Li NO LI LI Li Li 2. Project complies: YES Li NoEl Zoning: Li Li Li 1. Setbacks: Front: Required Shown Interior Side: Required _____ Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown Li Li Li 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Li Li Li 3. Lot Coverage: Required Shown Li Li Li 4. Height: Required MAX 35 Shown MAX 34 Li Li Li 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Li Li Li Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE (S[ ( P-28 Page 4 of 4 07/11 - CITY OF CARLSD/-%D PLAN CHECK Community& Economic REVIEW Development Department TRANSMIT Tt)° DEPT COPiEs Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 05/19/16 PROJECT NAME: GRAND PACIFIC RESORT VILLA #61 PROJECT ID PLAN CHECK NO: CB161617 SET#: FIRE ADDRESS: 1578 MARBRISA CIRCLE This plan check review is complete and has been APPROVED by the Fire Division. By: DENNIS GRUBB & ASSOCIATES A Final Inspection by the Fire Division is required E Yes E No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the PLANNING 760-6024610 ENGINEERING ( 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.sexton@carlsbadca.gov Kathleen Lawrence 760-602-274:1 Kathleen.Lawrence@carlsbadca.gov ENS&So Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Lirida.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carIsbadca.gov Carlsbad Fire Department BLDG DEPT COPV Plan Review Requirements Category. COMMIND , HOTEL Date of Report: 05-19-2016 Reviewed by: Name: DAN TALANT Address:STE 201 4990 N HARBOR DR SAN DIEGO CA 92 106-237 1 Permit #: CB 161617 Job Name: GRAND PACIFIC RESORT:VILLA#61 Job Address: 1578 MARBRISA CR CBAD INCOMPLETE The item you have submitted for review adequately conduct a review to determine compllanceyith the a carefully all comments attached. Please resubm.th{necessary to this office for review and approval. e. At this time, this office cannot codes and/or standards. Please review I/or specifications, with changes "clouded", Conditions: Cond: C0N0008893 [MET] APPROVED Entry: 05/19/2016 By: DGA Action: U 065 His- G-r- ttfiF-a ad- Assisting Cities Build Safe Communities To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Date: 5/16/16 DGA P.C. #: C6087 Carlsbad Permit #:I6t6i7 Attention: Fire Prevention Department Project Address: 1578 Marbrisa Ci. PLAN TYPE El Alarm Sys (new) Z Architectural New: R-2 El Sprinkler TI 0 <100 0 > 100 El Underground 0 Lg El Sm El Special Extinguish Sys El Spray Booth:# El Hazardous Material (Non H) El Special Hazard: El Other: El Alarm Sys (TI) El AS Monitoring El Architectural TI: El HPS El Sprinkler New El Sprinkler 13D 0 <1000> 100 Risers: El Hood Suppression Sys El Fire Pump El Pre-Adtion System El AST/UST El Compressed/Med Gas El Solar System H Chem Class: 0<10 0 10-25 026-100 0>100 El Conditional Use Permit El Site PLAN.STAIUS cod APPROy)1ie plans have been reviewed for compliance to applicable agency The plans are approved for issuance for applicable permit(s) pending the approval of any other applicable County/City agencies. El NOT APPROVED: The plans have been reviewed for compliance to applicable agency codes and standards. Corrections are required before the plans can be approved. See the attached correction letter. Comments: 1St PC 2hrs; 6550 Van Buren Blvd, Ste E, Riverside, CA. 92503 (800) 975-7395 * (951)772-0007 ,, BNVE ,BURKETr&WONG IRS ENGINEER: Charles Colvin DATE: April 25th, 2016 PROJECT NUMBER: 11132A.11 STRUCTURAL • CIVIL - SURVEY • LAND PLANNING 9449 Balboa Avenue, Suite 270 • San Diego, CA 92123 Phone (619) 299-5550 • Fax (619) 299-9934 www.bwesd.com STRUCTURAL CALCULATIONS FOR. CARLSBAD RANCH RESORT Th VILLA 61 low CARLSBAD, CA RECEIVED APR 27 2016 CITY OF CARLSBAD BUILDING DIVISION Prepared fo.r - NOAA Gil1578 MARBRISACR 2398 SAN DI 2111311100 COMMIND SAN DIEGO, 0T030002 fl779n1 - I I CB1 61617 BWE BURKEIT&WONG ECtEERS STRUCTURAL -'CIVIL • SURVEY • LAND PLANNING 9449 Balboa Avenue, Suite 270 • San Diego,CA 92123 Phone (619) 299-5550' Fax (619) 299-9934 www.bwesd.com t. ENGINEER: Charles Colvin DATE: April 25th, 2016 PROJECT NUMBER: 11132A.11 I TABLE OF CONTENTS DESIGN LOADS AND DESIGN CRITERIA S Al -A2 HEADERS - : B1' -B2 WALLS STUD S Cl-C21 LATERAL LOAD DISTRIBUTION / KEY PLAN Dl - D2 RAM RESULT V FRAME MODEL DATA El -E18 CRITERIA, MASS AND EXPOSURE DATA Fl -F2 LOAD AND APPLIED FORCES GI -G13 FRAME STORY FORCE Hl - Hl 1 LOAD COMBINATIONS 11-12 FRAME REACTION ENVELOPE S Ji - J5 MEMBER CODE CHECK CRITERIA K! -K17 LOAD COMBINATIONS (STEEL) Li -L2 CODE CHECK SUMMARY (STEEL) Ml -M13 V VS FRAME 'REACTION ENVELOPE(STEEL) Ni -N5 V LoADCOMBINATIONS (AMPLIFIED SEISMIC) P1 MEMBER CODE CHECK SUMMARY (SEISMIC) Q1 - Q34 FRAME REACTION ENVELOPE (SEISMIC) Ri -R4 DIAPHRAGM FORCES S 51- S3 COLLECTORS-STRAPS - V T1-T2 SCBF COLUMN ANCHORAGE Ui GRADE BEAM * Vi V V V V V •S• I- - S V 0. Al F 3\ V wibwesd.com 619.299.5550 Project: Job #: Date: Engineer: ES Building Loads (2013 CBC) Material . . Weight (psf) Roof Tile 10.0 Solar Panel . 5.0 2x1/2" Ply. 3.0 Framing . . . 2.5 Insulation . 1.0 GWB . . 6.0 Misc. 2.5 DL= 30.0 LL= 20.0 Material Weight (psf) Floor Framing,........_______ 3.0 1-1/4"1iConcrete . ti- vv /3.( '15J... 3/4" Plywood 2.3 MEP 1.3 5/8" Gyp. Ceiling 3.2 Misc. l•t. DL= 25.5 LL= 40.0 .1 Material . Weight (psf) Corridor Framing 3.0 2-3/4" Lev1TOk Concrete 26.0 3/4" Plywood 2.3 MEP 1.3 5/8" Gyp. Ceiling 3.2 Misc. . .1.2 DL= 37.0 LL= 100.0 Z. Av4Y.J. '. BNVE BURK€Tr&WONG E FIGI NE ER S Basis of Design A2 STRUCTURAL • CIVIL • SURVEY • LAND PLANNING 9449 Balboa Avenue, Suite 270 • San Diego, CA 92123 Phone (619) 299-5550 • Fax (619) 299-9934 www.bwesd.com Location: Carlsbad Ranch Resort Date: April 25, 2016 Carlsbad, CA Project Villa 61 Job No: 11132A.11.00 REFERENCE CRITERIA 2013 California Building Code and its references MATERIALS Concrete F'c= 3000 PSI, UON Reinforcing Steel Grade 60 Structural Steel A992, Gr. 60, UON INTENT OF DESIGN This structure is identical to Villa 60 of the Carlsbad Ranch Resort in which BWE provided the structural design on. The following calculations have already been approved for use by the City of Carlsbad for Villa 60, but have been updated as necessary for Villa 61. S TYP . . ) 10 () I I TYCAL AT EXTERIOR WALKWAYS AND DECK& 2 3/4MAX HARD ROCK CONCRETE TOPPING OVER 3/4W CDX PLYWOOD, EDGES BLOCKED. PER TY 16 DIN DN 771 Of A 211 ADR-8 DR-2 n 4"Y Hnp.7 L L _.NpRi •1 HDR-1 HON-i NOR-i NOR-i 1 NOR-i 1HDR-I HDR-i - C7 )- / \S7 TYP Typ TYP TYP) 1'1 I TYP '-" . -----..f-.- HDR-A. 1W /cl - - (\. ZL F]DR- '6' TYP I (1IIj / \ \S7,/I S5JJ l I h11 \S51 HDR-2 TYP HOR-2 . HDR-2 Typ HDR-2 TYPICAL AT FLOOR: I 1 114 "LIGHT WEIGHT CONCRETE (fc = 3000) OVER 22a x BIlE VERCO DECK PER A?) (S C) B2 SHEET________________ JOB NO + i4/r*cic-rz. (25-p-t-40p c IS i7f )/z 1)'('. AJ 104(0 - lb ()6'o,A-44& O7LD,2_L) (.)(II-é(' i) z410 ( o/ - r '—o" pq (pc)()/z C L --y eo44 - £20 pLf (8o - ) (2)(2 ?kr\)=4317 I4-F ('1/) o. . . Sr 4A~ t°'-' (45 psQ f- o .. • - (+ 2,0 r" 6-k)1-2 0 32S2 T c2) 600 Ic 4k.. O1 4 1 DATE ENGR Jt PROJECT______________ 13NY.E.1 ENGINEERED TO EXCEED EXPECTATIONS B3 DATE SHEET________________ ENGR J 7-13NVE JOB NO_______________ PROJECT ENGINEERED TO EXCEED EXPECTATIONS — - & Spa /3 '- Lo- 23hf Tlu (i-) /000S 7oO - 777c tl,- AAA~ > Al, < ok. - If L.o" L-o( IA (h TN (2)/S22— -107go 16. 'I < it 0 El ---c97' Spcvv5 Lo' A/- (zspsf- 100p , ió)/a /000pJ)1. ,t1 ()f3½vI62— C//p,z.-4 Ila 646s- 04L. Project: Villa61' Job #: 11132A.11 Engineer ES 13NII - www.bwesd.com 619.299.5550 Stud Loading and Capacities (2013 CBC) 1st Floor Ext Stud Location A-3.6 i zt .1. V 110 mph Exposure t i Pnet30 23.6 psf A 1.49 I Pnet 35.2 psf Wtrlb 2.00 ft 703 1 T1uiH[1[J_ h 10 ft '-trib 7ft . Atrlb 14.00 ft2 . . Roof DL 30 psf LL 20 psf ' ) Floor DL 25.5 psf LL 40 psf . . -• Stucco Ext Wall DL 16 psf 2771Ibs:i . 1960lbs .4 -....-. . PT..7 k7 . *Controls All Exterior Cases 0 , Cl S S C2 Vertical Load Capacity S Stud 6005200-68 Max Axial 6.77 k (SS\ 35 psf Lateral Load (I 0 a 1st Floor Ext Stud Location C-i K 1 V 11.0 mph T T Exposure C Pnet3O 23.6 psf it 1.49 Pnet 35.2 psf Wtrib 2.00 ft ---. 70.3 h 10 ft Ltrib 3ft Atrib 6.00 ft2 Roof DL 30 psf LL 20 psf Corridor DL 37 psf LL 100 psf Stucco Ext Wall DL 19 psf PD 2366 lbs 192OJ I P1 42k C4 Vertical Load Capacity S Stud 6005162-68 Max Axial 5.01 k 35 psf Lateral Load U S •0 C5 1st Floor mt Stud Seismic 5 psf h 10 ft 1-tnb 15 ft Wtrlb 2.00 ft Atrib 30.00 ft Roof DL 30 psf LL 20 psf Floor - DL 25.5 psf IL 40 psf Party Wall DL 18 psf - PD 4635,l6s P1 4266 6's Controls All Interior Cases Location B-3.6 T Vertical Load Capacity . Stud 6005200-68 Max Axial 9.35 k 5psf Lateral Load 1-1 0 C) Seismic 5 psf Wsemic 10 0 p1 f h 10 ft 1trib 7 ft Wtrib 2.00 ft Atrib 14.00 ft2 Roof DL 30 psf IL 20 psf Corridor DL 37 psf LL 100 psf Corridor Wall () DL 19 psf 3494 lbs Pt. 4480 lbs Pf 797k 7 .1 F S C7 1st Floor Corridor mt Stud Location C-2 a 0 Vertical Load Capacity . Stud 6005200-68 Max Axial 9.35 k 5 psf Lateral Load S H. C9 2nd Floor Ext Stud Location A-3.6 1 V 110 mph Exposure C Pnet3O 23.6 psf A 1.49 Pnet 35.2 psf Wtrib 2.00 ft h 10 ft • '-trib 7 f • Athb 14.00 ft2 Roof • DL 30 psf (I LL 20 psf Floor . • • DL 25.5 psf LL 40 psf • Stucco Ext Wall DL 16 psf rr 20941bs P1 1400 lbs L!JLJ 0 .. .. C1 0 Vertical Load Capacity . Stud 60OS200S4 Max Axial 4.19 k 35 psf Lateral Load 0 2nd Floor mt Stud 0 Seismic 5 psf Wj5 1c 10 0 plf h 10 ft 1trib 15 ft Wtrib 2.00 ft Athb. 30.00 ft2 Roof DL 30 psf LL '20 psf Floor DL 25.5 psf LL .40 psf Party Wall DL 18 psf r' ---- 3510 l P1 3000 lbs L 651k CII Location B-3.6 0 C12 Vertical Load Capacity Stud 6005200-54 Max Axial 6.89 k 5 psf Lateral Load 0 0 0 3rd Floor Ext Stud 0 KA 1 V 110 mph Exposure C Pnet30 23.6 psf A 1.49 Pnet 35.2 psf Wtrlb 2.00 ft 70 3rp1f . h 10 ft Lrlb 7 f At b 14.00 ft2 Roof DL 30 psf LL 20 psf Floor DL 25.5 psf LL 40 psf Stucco Ext Wall DL 16 psf '- ---- PD 1417 lbs 8401bs P1 2L26k J Location A-3.6 C13 .. / 11 C14 Vertical Load Capacity . Stud 600S162-54 Max Axial 3.15 k 35 psf Lateral Load 13 L 3rd Floor hit Stud Seismic 5 psf Lsmc h p loft t-trib 15 ft Wttjb 2.00 ft Atrib 30.00 ft2 Roof DL 30 psf LL 20 psf Floor DL 25.5 psf IL 40 psf Party Wall () DL 18 psf 2385Ibs, P r 180011bs ' l - 419k Location 8-3.6 C15 S C) C16 Vertical Load Capacity . Stud 6005162-54 Max Axial 5.33 k 5 psf Lateral Load 0 0 0 C17 4th Floor Ext Stud Location A-3.6 o 1 V 110 mph Exposure C Pnet3O 23.6 psf A 1.49 Pnet 35.2 psf Wtrlb 2.00 ft 703pIf.j .7 . -L- L loft 1-trlb 7 f At h 14.00 ft2 Roof DL 30 psf LL 20 psf Stucco Ext Wall DL 16 psf - ---.- 740 lbs 2800 lbs PT 1021< S Vertical Load Capacity . Stud 6005200-43 Max Axial 1.26 k 35 psf Lateral Load S (D 0 4th Floor mt Stud .0 Seismic 5 psf 10 0, Of _._---...---4.__.____ h 10 ft '-trib 45 ft Wt1 b 2.00 ft Atrib 30.00 ft2 Roof - DL 30 psf LL 20 psf Party Wall DL 18 psf -.-- ----- 1260lbs (1 .....................?'*.( 600lbs 18k C19 Location B-3.6 C20 Vertical Load Capacity Stud 6005162-33 Max Axial 2.1k 5 psf Lateral Load C C21 A!! Interior. Non-Bearing Walls ( Vertical Load Capacity S Stud 6005162-33 Max Axial 2.1 k 5 psf Lateral Load S C 0 RAM RAMFram lysis.RFAn.1 DataBase: 09/115 14:00:13 Base Shear Smeared Wall Weight Floor 25 psf Smeared Wall Weight Roof 12.5 psf Seismic Floor 50.5 psf Seismic Roof 42.5 psf Fa 1 Ct 0.02 1.527 x 0.75 Ss 1•252: h 40 Si 0.473 Ta 0.318.s 5M5 1.252 k 1 5M1 0.722 SDS 0.796 Cs, max 0.240 5D1 0.459 Cs 0.133 I 1 Cs, min 0.035 R 6 Floor Level Area (ft) WMiSC DLFIoor (k) W (k) h (ft) W*h C F. (k) Roof 5702 0 242 242 40 9693 0.30 55 4 7270 0 367 367 30 11014 0.35 62 3 : 7345 0 371 371 20 7418 0.23 42 2 7345 0 371 371 10 3709 0.12 21 .1351 31835 179 D2 0 Frame Model Data El . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace 09/08/15 14:53:34 STORY DATA: S Level Story Label Layout Type Height ft 4 Roof Roof 10.00 3 4th Floor2-3-4 10.00 2 3rd Floor2-3-4 10.00 • 1 2nd Floor2-3-4 10.00 FRAME MEMBERS Frame #1: • Level: 4th Steel Column: # X V Z RigMaj RigMin Fixity Fy Section ft ft ft in . in xyt ksi 3 0.000 45.000 30.000 0.00 0.00 PPF 46 HSS9X5X5/8 0.000 45.000 20.000 3.00 0.00 FFF 5 8.000 45.000 30.000 0.00 0.00 PPF 46 HSS9X5X5/8 • . 8.000 45.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X Y Z RigEnd Fixity Fy Section TO S ft. ft . ft in xyt ksi • 5. 0.000 45.000 30.000 0.00 FFF 46 HSS6X5X3/8 • 8.000 45.000 30.000 0.00 FFF Steel Brace: # Level X Y Z Fix Fy Section • BRB T-O ft. 5 ft ft xyt ksi 37 4th 0.000 45.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 4.000 45.000 20.000 FFF S S • 38 4th 8.000 45.000 30.000 FFF 46 HSS3X3X1I4 N N 3rd 4.000 45.000 20.000 FFF Level: 3rd Steel Column: # X Y Z RigMaj RigMin Fixity Ty Section ft ft ft in in xyt ksi 3 0.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X5I8 0.000 45.000 10.000 3.00 0.00 FFF 5 8.000 45.000 20.000 3.00 0.00 FFF 46 • HSS9X5X5/8 8.000 • 45.000 10.000 3.00 0.00 FFF Steel Beam / Horiz Brace: # . X V Z RigEnd Fixity Fy . Section • T-O ft ft ft in xyt ksi • 5 5 0.000 45.000 20.000 4.50 FFF 46 HSS6X5X3/8 S • . 8.000 45.000 20.000 4.50 • FFF • 5 5 Steel Brace: . # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi 37 3rd 4.000 45.000 20.000 FFF 46 HSS3X3X1/4 N N Frame Model Data RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace E2 Page 2/ 09/08/15 14:53: 0 # Level X 2nd 0.000 38 3rd 4.000 2nd 8.000 Level: 2nd Steel Column: X y ft ft 3 0.000 45.000 0.000 45.000 5 8.000 45.000 8.000 45.000 Steel Beam I Horiz Brace: # X Y ft ft 5 0.000 45.000 8.000' 45.000 Steel Brace: '# Level X ft 37 2nd 0.000 Base 4.000 38 2nd 8.000 • Base 4.000 Frame #2: Level: Roof Steel Column: #., x • V ft ft 3 14.000 16.000 14.000 ' 16.000 4 14.000 24.000 14.000 24.000 Steel Beam I Horiz Brace: # . x y ft ft 4 14.000. 16.000 14.000 24.000 Steel Brace: # Level X ft 15 Roof 14.000 4th ' 14.000 16 Roof , 14.000 4th 14.000 Level: 4th Y Z Fix Fy Section 45.000 10.000 FFF 45.000 20.000 FFF 46 HSS3X3X1/4 45.000 10.000 FFF Z RigMaj RigMin Fixity ft in in xyt 10.000 3.00 0.00 FFF 0.000 0.00 0.00 PPF 10.000 3.00 0.00 FFF 0.000 '0.00 0.00 PPF Z RigEnd Fixity Fy Section .ft in xyt ksi 10.000 4.50 FFF 46, HSS6X5X3/8 10.000 4.50 FFF V Z Fix Fy Section ft ft xyt ksi 45.000 10.000 FFF 46 HSS3X3X1/4 45.000 0.000 FFF 45.000 10.000 FFF 46 FISS3X3X1/4 45.000 0.000 FFF Z RigMaj RigMin Fixity ft in in xyt 40.000 0.00 0.00 PPF 30.000 3.00 000 FFF 40.000 0.00 0.00 ' PPF 30.000 3.00 ' 0.00 FFF Z RigEnd Fixity Fy Section ft in xyt ksi 40.000 0.00 FFF 46 HSS6X5X3/8 40.000 0.00 FFF V ' Z Fix Fy Section ft ft xyt ksi 16.000 40.000 FFF 46 HSS3X3X1/4 20.000 30.000 FFF 24.000 40.000 FFF 46 HSS3X3X1/4 '20.000 30.000 FFF BRB T-O N N' T-O BRB T-O N N N N I BRB T-O N N N N Fy Section ksi 46 HSS9X5X5/8 46 HSS9X5X5/8 Fy Section ksi 46 HSS9X5X5/8 46 HSS9X5X5I8 Frame Model Data RAM RAM Frame 14.07.01.01 1. DataBase: Villa 61-two story cross brace Steel Column: Page 3/18 09/08/15 14:53:34 # X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 9 14.000 1,6.000 30.000 3.00 0.00 FFF 46 HSS9X5X5/8 14.000 16.000 20.000 3.00 0.00 FFF 10 14.000 24.000 30.000 3.00 0.00 FFF 46 HSS9X5X5/8 14.000 24.000 20.000 3.00 0.00 FFF Steel Beam / Horiz Brace: X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt' ksi 12 14.000 16.000 30.000 4.50 FF..F 46 HSS6X5X3/8 14.000 24.000 30.000 4.50 FFF Steel Brace: # Level X Y Z Fix Fy Section BRB T-O ft ft ft xyt ksi 19 4th ' 14.000 20.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 14.000 16.000 20.000 FFF 20 4th ' . 14.000 20.000 ' 30.000 FFF 46 HSS3X3X1/4 N N 3rd 14.000 24.000 20.000 FFF Level: 3rd Steel Column: # X Y Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 9 14.000 16.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 14.000 16.000 10.000 3.00 0.00 FFF 10 14.000 24.000 20.000. 3.00 0.00 FFF 46' HSS9X5X5/8 14.000 24.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X V Z RigEnd Fixity' Fy Section T-O • ft ft ft in xyt ksi 12 14:000 16.000 20.000 4.50 .. FFF 46 HSS6X5X3/8 14.000 24.000 . 20.000 4.50 FFF Steel Brace: # Level X V Z Fix Fy ' Section • BRB T-O ft ft ft xyt ksi 19 3rd 14.000 16.000 20.000 FFF 46 HSS3X3X5II6 N' N 2nd 14.000 20.000 10.000 FFF 20 3rd • 14.000 24.000 20.000 FFF 46 HSS3X3X5II6 " N N 2nd 14.000 20.000 :io.000 FFF Level: 2nd , Steel Column: ' # X V Z RigMaj RigMin Fixity • Fy Section ' ft ft ft in in xyt ksi 9 14.000 16.000 10.000 3.00 0.00 FFF 46 HSS9X5X5I8 14.000 16.000 0.000 0.00 0.00 ' PPF 10 14.000 24.000 10.000 3.00 0.00 FFF 46 HSS9X5X5I8 14.000 24.000 0.000 0.00 0.00 PPF RAM RAM Frame Model Data Frame 14.07.01.01 DataBase: Villa 61-two story cross brace E4 Page 4/ 09/08/15 14:53: Steel Beam / Horiz Brace: # X Y Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 12 14.000 16.000 10.000 4.50 FFF 46 HSS6X5X1/2 14.000 24.000 10.000 4.50 FFF Steel Brace: # Level X Y Z Fix Fy Section BRB T-O ft ft ft xyt ksi 19 2nd 14.000 20.000 10.000 FFF 46 HSS4X4X5/16 N N Base 14.000 16.000 0.000 FFF 20 2nd 14.000 20.000, 10.000 FFF 46 HSS4X4X5/16 N N Base 14.000 24.000 0.000 FFF Frame #3: Level: Roof Steel Column: # . X Y Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 9 29.000 20.000 40.000 0.00 0.00 PPF 46 HSS9X5X5/8 29.000 20.000 30.000 3.00 .0.00 FFF 12 35.000 20.000. 40.000 0.00 0.00 PPF 46 HSS9X5X5/8 35.000 20.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 12 29.000 20.000 40.000 0.00 FFF 46 HSS6X5X3/8 35.000 20.000 40.000 0.00 FFF Steel Brace: # Level . X Y Z Fix Fy Section BRB T-O ft ft ft xyt ksi 25 Roof 29.000 20.000 40.000 FFF . 46 HSS3X3X1/4 N N 4th 32.000 20.000 30.000 FFF 26 Roof 35.000 20.000 40.000 FFF 46 HSS3X3X1/4 N N 4th 32.000 20.000 30.000 FFF Level: 4th Steel Column: X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 16 29.000 20.000 30.000 3.00 0.00 FFF 46 HSS9X5X5/8 • 29.000 20.000 20.000 3.00 • 0.00 FFF 20 35.000 20.000 30.000 3.00 0.00 FFF • 46 HSS9X5X5/8 35.000 20.000 20.000 3.00 0.00 FFF Steel Beam / Horiz Brace: X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 21 29.000 20.000 30.000 4.50 FFF 46 HSS6X5X3/8 35.000 20.000 30.000 4.50 FFF Steel Brace: . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace # Level X Y ft ft 33 4th 32.000 20.000 3rd 29.000 20.000 34 4th 32.000 20.000 3rd 35.000 20.000 Level: 3rd Steel Column: IWic. Frame Model Data E5 Z Fix Fy Section ft xyt ksi 30.000 FFF 46 HSS3X3X1/4 20.000 FFF 30.000 FFF 46 HSS3X3X1/4 20.000 FFF Page 5/18 09/08/15 14:53:34 BRB T-O N N N N # X V Z RigMaj ft ft ft in 16 29.000 20.000 10.000 0.00 29.000 20.000 0.000 0.00 20 35.000 20.000 10.000 3.00 35.000 20.000 0.000 0.00 Steel Beam / Horiz Brace: # X Y Z RigEnd ft ft ft in 21 29.000 20.000 10.000 0.00 35.000 20.000 10.000 4.50 RigMin Fixity Fy Section in xyt ksi 0.00 PPF 46 HSS9X5X5/8 0.00 PPF 0.00 FFF 46 HSS9X5X5/8 0.00 PPF Fixity Fy Section xyt ksi FFF 46 HSS6X5X3/8 FFF T-O Z Fix Fy Section ft xyt. ksi 10.000 FFF 46 HSS3X3X1/4 0.000 FFF 10.000 FFF 46 HSS3X3X1/4 0.000 FFF BRB T-O N N. N N # X Y Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 16 . 29.000 20.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 29.000 20.000 10.000 3.00 0.00 FFF 20 35.000, 20.000 20.000 3.00 0.00 FFF • 46 HSS9X5X5I8 35.000 20.000 10:000 3.00 0.00 FFF Steel Beam / Horiz Brace: # X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 21 29.000 20.000 20.000 4.50 FFF 46 HSS6X5X3/8 35.000 20.000 20.000 4.50 FFF Steel Brace: . # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi 33, 3rd 29.000 20.000 20.000 FFF 46 HSS3X3X1/4 N N 2nd • 32.000 20.000 10.000 FFF 34 3rd 35.000 20.000 20000 FFF 46 FISS3X3X1/4 N N 2nd • • 32.000 20.000 10.000 FFF Level: 2nd • • • Steel Column: Steel Brace: # Level X V ft ft 33 2nd 32.000 20.000 Base 29.000 20.000 34 2nd 32.000 20.000 Base 3 5.000 20.000 Frame #4: X V Z RigMaj ft ft ft in 30 67.000 • 45.000 30.000 3.00 67.000 45.000 • 20.000 3.00 34 75.000 ,• 45.000 30.000 3.00 75.000 45.000 20.000 3.00 Steel Beam.! Horiz Brace: # X Y Z RigEnd ft ft ft in 37 67.000 45.000 30.000 4.50 75.000 45.000 30.000 4.50 RigMin Fixity Fy Section in xyt ksi 0.00 FFF 46 HSS9X5X5/8 0.00 FFF 0.00 FFF 46 HSS9X5X5/8 0.00 FFF Fixity Fy Section xyt ksi FFF 46 HSS6X5X3/8 FFF T-O Frame Model Data E6 RAM RAM Frame 14.07.01.01 Page 6/ DataBase: Villa 61-two story cross brace 09/08/15 14:53:3 Level: Roof Steel Column: # X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 20 67.000 45.000 40.000 0.00 0.00 PPF 46 HSS9X5X5/8 67.000 45.000 30.000 3.00 0.00 FFF 23 75.000 45.000 40.000 0.00 0.00 PPF 46 HSS9X5X5!8 75.000 45.000 30.000 3.00 0.00 FFF Steel Beam / Horiz Brace: X Y Z RigEnd Fixity . Fy Section ft ft ft in xyt ksi 24 67.000 45.000 40.000 0.00 FFF 46 HSS6X5X3/8 75.000 45.000 40.000 0.00 FFF Steel Brace: # Level X Y Z Fix Fy Section ft ft ft xyt ksi 23 Roof 67.000 45.000 40.000 FFF 36 HSS3X3X1./4 4th 71.000 45.000 30.000 FFF 24 Roof 75.000 45.000 40.000 FFF 36 HSS3X3X1/4 4th 71.000 45.000 30.000 FFF Level: 4th Steel Column: T-O BRB T-O N N N N Steel Brace: # Level X V Z Fix ft ft ft xyt 29 4th • • 71.000 45.000 30.000 FFF 3rd 67.000 45.000 20.000 FFF 30 4th 7L000 45.000 30.000 FFF 3rd 75.000 45.000 20.000 FFF Fy Section BRB T-O ksi 36 HSS3X3X1/4 N N 36 HSS3X3X1!4 N N Level: 3rd Steel Column: X Y Z RigMaj RigMin Fixity ft ft ft in in xyt 30 67.000 45.000 20.000 3.00 0.00 FFF 67.000 45.000 10.000 4.50 0.00 FFF S Fy Section ksi • 46 HSS9X5X5!8 Frame Model Data E7 S RAM RAM Frame 14.07.01.01 Page 7/18 DataBase: Villa 61 -two story cross brace 09/08/15 14:53:34 # A V Z RigMaj RigMin Fixity Fy Section 34 75.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 75.000 45.000 10.000 4.50 0.00 FFF Steel Beam / Horiz Brace: # X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 37 67.000 45.000 20.000 4.50 FFF 46 HSS6X5X3/8 75.000 45.000 20.000 4.50 FFF Steel Brace: # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi 27 3rd 67.000 45.000 20.000 FFF 36 HSS3X3X1/4 N N 2nd 71.000 45.000 10.000 FFF 28 3rd 75.000 45.000 20.000 FFF 36 HSS3X3X1/4 N N 2nd 71.000 45.000 10.000 FFF Level: 2nd Steel Column: # X Y Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 30 67.000 45:000 10.000 4.50 0.00 FFF 46 HSS9X5X5/8 . 67.000 45.000 0.000 0.00 0.00 PPF 34 75.000 45.000 10.000 4.50 0.00 FFF 46 HSS9X5X5/8 75.000 45.000 0.000 0.00 0.00 PPF Steel Beam / Horiz Brace: # X Y Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 37 67.000 45.000 10.000 4.50 FFF 46 HSS9X5)(3/8 75.000 45.000 10.000 4.50 FFF Steel Brace: # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi 29 2nd 71.000 45.000 10.000 FFF 36 HSS4X4X3/8 N N Base 67.000 45.000 0.000 FFF 30 2nd 71.000 45.000 10.000 FFF 36 HSS4X4X3/8 N N Base 75.000 45.000 0.000 FFF Frame #5: Level: Roof Steel Column: # . X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 15 57.000 16.000 40.000 0.00 0.00 PPF 46 HSS9X5X5/8 57.000 16.000 30.000 3.00 0.00 FFF . 16 57.000 24.000 40.000 0.00 0.00 PPF 46 HSS9X5X5/8 57.000 24.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: S Frame Model Data E8 RAM RAM Frame 14.07.01.01 Page 8/ DataBase: Villa 61-two story cross brace 09/08/15 14:53:3 # X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 19 57.000 16.000 40.000 0.00 FFF 46 HSS6X5X3/8 57.000 24.000 40.000 0.00 FFF Steel Brace: S # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi 17 Roof 57.000 16.000 40.000 FFF 46 HSS3X3X1/4 N N 4th 57.000 20.000 30.000 FFF 18 Roof 57.000 24.000 40.000 FFF 46 HSS3X3X1/4 N N 4th 57.000 20.000 30.000 FFF Level: 4th Steel Column: # X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 23 57.000 16.000 30.000 3.00 0.00 FFF 46 HSS9X5X5I8 57.000 16.000 20.000 3.00 0.00 FFF 24 57.000 24.000 30.000 3.00 0.00 FFF 46 HSS9X5X5/8 57.000 24.000 20.000 3.00 0.00. FFF Steel Beam / Horiz Brace: # X V Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 29 57.000 16.000 30.000 4.50 FFF 46 HSS6X5X3/8 57.000 24.000 30.000 4.50 FFF Steel Brace: # Level X V Z Fix Fy Section BRB T-O - ft ft ft xyt ksi 21 4th 57.000 20.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 57.000 16.000 20.000 FFF 22 4th 57.000 20.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 57.000 24.000 20.000 FFF Level: 3rd Steel Column: # X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 23 57.000 16.000 20.000 3.00 0.00 FFF. 46 HSS9X5X5/8 57.000 16.000 10.000 3.00 0.00 FFF 24 57.000 24.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 57.000 24.000 10.000 3.00 0.00 FFF Steel Beam / Horiz Brace: # X Y Z RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 29 57.000 16.000 20.000 4.50 FFF 46 HSS6X5X3/8 S 57.000 24.000 20.000 4.50 FFF Steel Brace: Fil, Frame Model Data E9 RAM RAM Frame 14.07.01.01 Page 9/18 DataBase: Villa 61-two story cross brace 09/08/15 14:53:34 S # Level X ft 21 3rd 57.000 2nd 57.000 22 3rd 57.000 2nd 57.000 Level: 2nd Steel Column: # . x V ft ft 23 57.000 16.000 57.000 16.000 24 57.000 24.000 57.000 24.000 Steel Beam / Horiz Brace: # x V ft ft 29 57.000 16.000 .57.000 24.000 Steel Brace: #. Level X ft 21 2nd 57.000 Base 57.000 22 2nd 57.000 Base 57.000 Frame #6: Level: Roof Steel Column: # x V ft .. ft 27 85.000 . 16.000 85.000 16.000 28 85.000 24.000 85.000 24.000 Steel Beam / Horiz Brace: #•• x V ft ft 33 85.000 16.000 85.000 24.000 Steel Brace: # Level X ft 19 Roof 85.000 4th 85.000 20 Roof . 85.000 4th • 85.000 Y Z Fix Fy Section ft ft xyt ksi 16.000 20.000 FFF 46 HSS3X3X5/16 20.000 10.000 FFF 24.000 20.000 FFF 46 HSS3X3X5/16 20.000 10.000 FFF Z RigMaj RigMin Fixity ft in in xyt 10.000 3.00 0.00 FFF 0.000 0.00 0.00 PPF 10.000 3.00 0.00 FFF 0.000 0.00 0.00 PPF Z RigEnd Fixity Fy Section ft in xyt ksi 10.000 4.50 FFF 46 HSS6X5X3/8 10.000 4.50 FFF V Z Fix Fy Section ft ft xyt ksi 20.000 10.000 FFF 46 HSS3X3X5/16 16.000 0.000 FFF 20.000 10.000 FFF 46 HSS3X3X5/16 24.000 0.000 FFF Z RigMaj RigMin Fixity ft in in xyt 40.000 0.00 0.00 PPF 30.000 3.00 0.00 FFF 40.000 0.00 0.00 PPF 30.000 3.00 0.00 FFF Z RigEnd Fixity Fy Section ft in xyt ksi 40.000 0.00 FFF 46 HSS6X5X3/8 40.000 0.00 FFF V Z Fix Fy Section ft ft xyt ksi 16.000 40.000 FFF 46 HSS3X3X1/4 20.000 30.000 FFF 24.000 40.000 FFF 46 HSS3X3X1/4 20.000 30.000 FFF BRB T-O N N N N T-O BRB T-O N N N N T-O BRU T-O N N N N Fy Section ksi 46 HSS9X5X5/8 46 HSS9X5X5/8 Fy Section ksi 46 HSS9X5X5/8 46 HSS9X5X5/8 Frame Model Data EIO RAM RAM Frame 14.07.01.01 Page 10/ DataBase: Villa 61-two story cross brace 09/08/15 14:53: Level: 4th Steel Column: # X Y Z RigMaj RigMin Fixity Fy, Section ft ft ft in in xyt ksi 38 85.000 16.000 30.000 3.00 0.00 FFF 46 HSS9X5X5/8 85.000 16.000 20.000 3.00 0.00 FFF 39 85.000 24.000 30.00.0 3.00 0.00 FFF 46 HSS9X5X5/8 85.000 24.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: X Y Z RigEnd Fixity Fy . Section T-O ft ft ft in xyt ksi 47 85.000 16.000 30.000 4.50 FFF 46 HSS6X5X3I8 85.000 24.000 30.000 4.50 FFF Steel Brace: # Level X Y Z Fix Fy Section . BRB T-O ft ft ft xyt ksi 23 4th 85.000 20.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 85.000 16.000 20.000 FFF 24 4th 85.000 20.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 85.000 24.000 20.000 FFF Level: 3rd Steel Column: # X Y Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 38 . 85.000. 16.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 85.000 16.000 10.000 3.00 0.00 FFF 39 85.000 24.000 20.000 , 3.00 0.00 FFF 46 HSS9X5X5/8 85.000 24.000 10.000 3.00 0.00 FFF Steel Beam / Horiz Brace: # . X . Y Z RigEnd Fixity Fy Section T-O ft . ft ft in xyt ksi 47 85.000 16.000 20:000 4.50 FFF 46 HSS6X5X3/8 85.000 24.000 20.000 4.50 FFF Steel Brace: # Level X Y Z Fix Fy Section BRB T-O ft ft ft xyt ksi 23 3rd 85.000 . 16.000 20.000 FFF 46 HSS3X3X5/16 N N 2nd 85.000 20.000 10.000 FFF 24 3rd 85.000 24.000 20.000 FFF 46 HSS3X3X5/16 N N 2nd 85.000 20.000 10.000 FFF Level: 2nd . Steel Column: # X V Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 38 85.000 16.000 10.000 3.00 0.00 FFF . 46. HSS9X5X5/8 85.000 16.000 0.000 0.00 0.00 PPF Frame Model Data Ell . RAM RAM Frame 14.07.0 1.01 Page 11/18 DataBase: Villa 61-two story cross brace . . 09/08/15 14:53:34 # X. Y Z RigMaj RigMin Fixity Fy Section 39 85.000 24.000 10.000 3.00 0.00 FFF . 46 HSS9X5X5/8 85.000 24.000 0.000 0.00 0.00 PPF Steel Beam / HOriz Brace: # X Y Z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 47 85.000 16.000 10.000. 4.50 FFF 46 HSS6X5X3/8 85.000 24.000 10.000 4.50 FFF Steel Brace: # Level X V . Z Fix Fy Section BRB 1-0 ft ft ft xyt ksi • 23 2nd 85.000 20.000 10.000 FFF 46 HSS3X3X5/16 N N Base 85.000 16.000. 0.000 FFF 24 2nd 85.000 20.000 . 10.000 FFF 46 HSS3X3X5/16 N N Base 85.000 24.000 0.000 FFF Frame #7: Level: Roof Steel Column: • # X V Z RigMaj RigMin Fixity Fy . Section . ft ft ft in in xyt ksi 31 107.000 20.000 • 40.000 0.00 • 0.00 PPF 46 HSS9X5X5/8 107.000 20.000 30.000 3.00 0.00 FFF 34 113.000 • 20.000 40.000 0.00 0.00 PPF • 46 HSS9X5X5/8 113.000 20.000 30.000 3.00 0.00 FFF Steel Beam / Horiz Brace: X V Z RigEnd Fixity Fy Section 1-0 ft ft ft in xyt ksi • 38 107.000 • 20.000 40.000 • 0.00 FFF 46 HSS6X5X3/8 113.000 20.000 •. 40.000 0.00 FFF Steel Brace: • # Level X V Z Fix Fy Section BRB T-0 ft ft ft xyt ksi • 27 Roof 107.000 20.000 40.000 FFF 46 HSS3X3X1/4 N N 4th 110.000 20.000 30.000 FFF 28 Roof 113.000 20.000 40.000 FFF 46 HSS3X3X1/4 N N 4th 110.000 20.000 30.000 FFF Level: 4th Steel Column: . X V Z RigMaj RigMin Fixity ft ft ft in in xyt 44 107.000 20.000 30.000 3.00 0.00 FFF 107.000 20.000 20.000 3.00 0.00 FFF 47 113.000 20.000 30.000 3.00 0.00 FFF 113.000 • 20.000 20.000 3.00 0.00 FFF Steel Beam / Horix Brace: Fy Section ksi 46 HSS9X5X5/8 46 HSS9X5X5/8 Frame Model Data RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace E12 Page 12/ 09/08/15 14:53: 10 # x y ft ft 54 107.000 20.000 113.000 20.000 Steel Brace: # Level X ft 35 4th 110.000 3rd 107.000 36 4th 110.000 3rd 113.000 Level: 3rd Steel Column: #. x ft ft 44 107.000 20.000 107:000 20.000 47 113.000 20.000 113.000 20.000 Steel Beam / Horiz Brace: # x y ft ft 54 107.000 20.000 113.000 20.000 Steel Brace: # Level X ft 35 3rd 107.000 2nd 110.000 36 3rd 113.000 2nd 110.000 Level: 2nd Steel Column: # x y ft ft 44 107.000 20.000 - 107.000 20.000 47, 113.000 20.000 113.000 20.000 Steel Beam / Horiz Brace: # x y ft ft 54 107.000 20.000 113.000 20.000 Steel Brace: Z RigEnd Fixity Fy Section . ' T-O ft in xyt ksi 30.000 4.50 FFF 46 HSS6X5X3/8 30.000 4.50 FFF V Z Fix Fy Section , BRB T-O ft ft xyt ksi 20.000 30.000 FFF 46 HSS3X3X1/4 . N N 20.000 20.000 FFF 20.000 30.000 FFF 46 HSS3X3X1/4 N .N 20.000 20.000 FFF Z RigMaj RigMin Fixity Fy Section ft . in in xyt ksi 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 10.000 3.00 0.00 FFF 20.000 3.00 0.00 FFF 46 HSS9X5X5I8 10.000 3.00 0.00 FFF Z RigEnd Fixity Fy Section . T-O ft in xyt ksi 20.000 ' 4.50 FFF 46 HSS6X5X3/8 20.000 4.50 ' FFF V Z Fix Fy Section BRB T-O ft ft xyt ksi 20.000 20.000 FFF 46 HSS3X3X1/4 N N 20.000 10.000 FFF 20.000 20.000 FFF 46. HSS3X3X1/4 N N 20.000 10.000 FFF Z RigMaj RigMin Fixity Fy. Section A in in xyt ksi 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 0.000 0.00 0.00 PPF 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 0.000 0.00 0.00 PPF Z RigEnd Fixity Fy Section T-O ft in xyt ksi 10.000 4.50 FFF 46 HSS6X5X3/8' 10.000 4.50 FFF . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace # Level X Y ft ft 35 2nd 110.000 20.000 Base 107.000 20.000 36 2nd 110.000 20.000 • Base 113.000 20.000 Frame #8: Level: Roof Steel Column: E13 InI• Frame Model Data Z Fix Fy Section ft xyt ksi 10.000 FFF 46 HSS3X3X1/4 0.000 FFF 10.000 FFF 46 HSS3X3X1/4 0.000 FFF Page 13/18 09/08/15 14:53:34 BRB T-O N N N N X V Z RigMaj ft ft ft in 39 128.000 16.000 40.000 0.00 128.000 16.000 30.000 3.00 40 128.000 24.000 40.000 0.00 128.000 24.000 30.000 3.00 Steel Beam / Horiz Brace: X Y Z RigEnd ft ft ft in 47 128.000 16.000 40.000 0.00 128.000 24.000 40.000 0.00 RigMin Fixity Fy Section in xyt ksi 0.00 PPF 46 HSS9X5X5/8 0.00 FFF 0.00 PPF 46 HSS9X5X5/8 0.00 FFF Fixity Fy Section xyt ksi FFF 46 HSS6X5X3/8 FFF T-O Z Fix Fy Section ft xyt ksi 40.000 FFF 46 HSS3X3X1/4 30.000 FFF 40.000 FFF 46 HSS3X3X1/4 30.000 FFF BRB • T-O N N N N Z Fix Fy Section ft xyt ksi 30.000 FFF 46 • HSS3X3X1/4 20.000 FFF 30.000 FFF 46 HSS3X3X1/4 20.000 FFF BRB T-O N N N N . Steel Brace: # Level X V • ft ft 21 Roof 128.000 16.000 4th 128.000 20.000 22 Roof 128.000 24.000 4th 128.000 20.000 Level: 4th Steel Column: # X V Z RigMaj ft ft ft in 53 128.000 16.000 30.000 3.00 128.000 16.000 20.000 3.00 54 128.000 24.000 30.000 3.00 128.000 24.000 20.000 3.00 Steel Beam / Horiz Brace: X V Z RigEnd ft ft ft in 65 128.000 16.000 30.000 4.50 128.000 24.000 • 30.000 4.50 RigMin Fixity Fy Section in xyt ksi 0.00 FFF 46 HSS9X5X5/8 0.00 FFF 0.00 FFF 46 FISS9X5X5/8 0.00 FFF Fixity Fy Section xyt ksi FFF 46 HSS6X5X3/8 FFF Steel Brace: # Level X Y ,• ft ft 25 4th • • 128.000 20.000 3rd 128.000 16.000 26 4th 128.000 20.000 3rd 128.000 24.000 E14 Page 14/ 09/08/15 14:53: Fixity Fy Section xyt ksi FFF 46 HSS9X5X5/8 FFF FFF 46 HSS9X5X5/8 FFF Fy Section T-O ksi 46 HSS6X5X3/8 Fy Section BRB T-O ksi 46 HSS3X3X5/16 N N 46 HSS3X3X5/16 N N RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace Frame Model Data Level: 3rd Steel Column: # X Y Z RigMaj RigMin ft ft ft in in 53 128.000 16.000 20.000 3.00 0.00 128.000 16.000 10.000 3.00 0.00 54 128.000 24.000 20.000 3.00 0.00 128:000 24.000 10.000 3.00 0.00 Steel Beam / Horiz Brace: # X Y Z RigEnd Fixity ft ft ft in xyt 65 128.000 16.000 20.000 4.50 FFF 128.000 24.000 20.000 4.50 FFF Steel Brace: # Level X Y Z Fix ft ft ft xyt 25 3rd 128.000 16.000 20.000 FFF 2nd 128.000 20.000 10.000 FFF 26 3rd 128:000 24.000 20.000 FFF 2nd 128.000 20.000 10.000 FFF Level: 2nd Steel Column: # X V Z RigMaj ft ft ft in 53 128.000 16.000 10.000 3.00 128.000 16.000 0.000 0.00 54 128.000 24.000 10.000 3.00 128.000 24.000 0.000 0.00 Steel Beam / IIoriz,Brace: # X Y Z RigEnd ft ft ft in 65 128.000 16.000 10.000 4.50 128.000 24.000 10.000 4.50 RigMin Fixity Fy Section in xyt ksi 0.00 FFF 46 HSS9X5X5/8 0.00 PPF 0.00 FFF 46 HSS9X5X5/8 0.00 PPF Fixity Fy Section xyt ksi FFF 46 HSS6X5X1/2 FFF Steel Brace: # Level X V Z Fix ft ft ft xyt 25 2nd 128.000 20.000 10.000 FFF Base 128.000 16.000 0.000 FFF 26 2nd 128.000 20.000 10.000 FFF Base 128.000 24.000 0.000 FFF Frame #9: - Fy Section BRB T-O ksi 46 HSS4X4X5I16 N N 46 HSS4X4X5/16 N N Level: 4th Steel Column: # X V Z RigMaj ft ft ft in 59 134.000 45.000 30.000 0.00 RigMin Fixity Fy Section in xyt ksi 0.00 PPF 46 HSS9X5X5/8 IR Frame Model Data E15 . RAM RAM Frame 14.07.01.01 Page 15/18 e: Villa 61-two story cross brace 09/08/15 14:53:34 X V Z RigMaj RigMin Fixity Fy Section 134.000 45.000 . 20.000 3.00 0.00 FFF 62 142.000 45.000 30.000 0.00 0.00 PPF 46 HSS9X5X5/8 142.000. 45.000 20.000 3.00. 0.00 FFF Steel Beam / Horiz Brace: # X Y . Z RigEnd Fixity Fy Section T-O ft ft ft in xyt. ksi 71 134.000 45.000 30.000 0.00 . FFF 46 HSS6X5X3/8 142.000 45.000 30000 0.00 FFF Steel Brace: # Level X Y Z Fix Fy Section BRB T-O ft ft ft xyt ksi 39 4th 134.000 45.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd . 138.000 45.000 20.000 FFF 40 4th 142.000 45.000 . 30.000 FFF 46 HSS3X3X1/4 N N 3rd 138.000 45.000 20.000 FFF Level: 3rd Steel Column: X V Z RigMaj RigMin Fixity Fy Section . ft ft ft in in xyt ksi 59 134.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 134.000 45.000 10.000 3.00 0.00 FFF 62 142.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 142.000 45.000 10.000 3.00 0.00 FFF Steel Beam / Horiz Brace: X V Z RigEnd Fixity Fy Section . . T-O ft ft ft in xyt ksi 5 . 71 134.000 45.000 .20.000 4.50 FFF 46 HSS6X5X3/8 142.000 45.000 20.000. 4.50 FFF Steel Brace: # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi . S 39 3rd . 138.000 45.000 20.000 FFF 46 HSS3X3X1/4 N N 2nd 134.000 45.000 10.000 FFF 40 3rd 138.000 45.000 20.000 . FFF 46 HSS3X3X1/4 N N 2nd 142.000 45.000 10.000 FFF Level: 2nd Steel Column: X Y Z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 59 134.000 45.000 10.000 3.00 0.00 . FFF 46 HSS9X5X5/8 134.000 45.000 0.000 0.00 0.00 PPF . 62 142.000 45.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 142.000 45.000 0.000 0.00 0.00 PPF S Steel Beam / Horiz Brace: . . S Frame Model Data RAM RAM Frame 14.07.01.01 ________• DataBase: Villa 61-two story cross brace # X Y Z RigEnd ft ft ft in 71 134.000 45.000 10.000 4.50 142.000 45.000 10.000 4.50 Steel Brace: E16 Page 16/ 09/08/15 14:53: T-O Fixity Fy Section xyt ksi FFF 46 HSS6X5X3/8 FFF # Level X V Z Fix Fy Section BRB T-O ft ft ft xyt ksi 39 2nd 134.000 45.000 10.000 FFF 46 HSS3X3X1/4 N N Base 138.000 45.000 0.000 FFF 40 2nd 142.000 45.000 10.000 FFF 46 HSS3X3X1/4 N N Base 138.000 45.000 0.000 FFF NODES: X V Z Fdtn Diaphr ft ft ft (Diaph.# - Story Name) 1 .14.000 16.000 40.000 N 1-Roof 2 . 14.000 24.000 40.000 N 1 - Roof 3 29.000 20.000 40.000 N 1 - Roof 4 35.000 20.000 40.000 N 1 - Roof 5 57.000 16.000 40.000 N 1-Roof 6 57.000 24.000 40.000 N 1-Roof 7 67.000 45.000 40.000 N 1 -Roof 8 . 75.000 45.000 40.000 N 1 - Roof 9 85.000 16.000 40.000 N 1-Roof 10 85.000 24.000 40.000 N . 1-Roof 11 107.000 20.000 40.000 N 1-Roof 12 113.000 20.000 40.000 N 1-Roof 13 128.000 16.000 40.000 N 1-Roof 14 128.000 24.000 40.000 N 1-Roof 15 0.000 45.000 30.000 N 1 - 4th 16 8.000 45.000 30.000 N 1-4th 17 • 14.000 16.000 30.000 N . 1 - 4th 18 14.000 20.000 30.000 N None 19 14.000 24.000 30.000 N 1-4th 20 29.000 20.000 30.000 N 1 - 4th 21 32.000 20.000 30.000 N None 22 35.000 20.000 30.000 N . . 1 - 4th 23 57.000 16.000 30.000 N 1 - 4th 24 57.000 20.000 30.000 N None 25 57.000 24.000. 30.000 N • . 1 - 4th 26 67.000 45.000 30.000 N 1 - 4th 27 71.000 45.000 30.000 N None 28 75.000 45.000 30.000 N I - 4th 29 85.000 16.000 30.000 N 1 - 4th 30 85.000 20.000 30.000 N None 31 85.000 24.000 30.000 N 1-4th 32 107.000 20.000 30.000 N 1-4th 33 110.000 20.000 30.000 N None 34 113.000 20.000 30.000 N 1-4th 35 128.000 . 16.000 30.000 N 1 - 4th 36 128.000 20.000 30.000 N None 37 128.000 24.000 30.000 N . 1 - 4th 38 134.000 45.000 30.000 N 1 - 4th Frame Model Data . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace X V Z Fdtn 39 142.000 45.000 30.000 N 40 0.000 45.000 20.000 N 41 4.000 45.000 20.000 N 42 8.000 .45.000 20.000 N 43 14.000 16.000 20.000 N 44 14.000 24.000 20.000 N 45 29.000 20.000 20.000 N 46 35.000 20.000 20.000 N 47 57.000 16.000 20.000 N 48 57.000 24.000 . 20.000 N 49 67.000 45.000 20.000 N 50 75.000 45.000 20.000 N 51 85.000 16.000 20.000 . N 52 85.000 24.000 20.000 . N 53 107.000 20.000 . 20.000 N. 54 113:000 20.000 20.000 N 55 128.000 16.000 20.000 N 56 128.000 24.000 20.000 N 57 134.000 45.000 20.000 N 58 .138.000 45.000 20.000 N 59 142.000 45.000 20:000 N 60 . 0.000 45.000 10.000 N . 61 62 8.000 . 14.000 45.000 16.000 10.000 10.000 N N 63 14.000 20.000 10.000 N 64 14.000 24.000 10.000 N 65 29.000 20.000 10.000 N 66 32.000 20.000 10.000 N 67 . 35.000 20.000 10.000 N 68 57.000 16.000 . 10.000 N 69 57.000 . 20.000 10.000 N 70 57.000 24.000 .10.000 N 71 67.000 45.000 10.000 . N 72 71.000 45.000 10.000 N 73 75.000 45.000 10.000 N 74 85.000 . 16.000 10.000 N 75 85.000 20.000 10.000 N 76 85.000 24.000 10.000 N 77 107.000 20.000 10.000 N 78 110.000 20.000 10.000 N 79 113.000 20.000 10.000 N 80 128.000 . 16.000 10.000 • N 81 128.000 20.000 10.000 N 82 128.000 . 24.000 10.000 N 83 134.000 45.000 10.000 N 84 142.000 45.000 10.000 N 85 0.000 45.000 0.000 Y 86 • 4.000 45.000 0.000 Y . 87 88 8.000 14.000 45.000 • 16.000 0.000 0.000 Y Y 89 14.000 24.000 0.000 Y 90 29.000 20.000 0.000 Y 91 35.000 20.000 0.000 Y 92 57.000 16.000 0.000 Y E17 Page 17/18 09/08/15 14:53:34 Diaphr 1 - 4th 1' - 3rd None I - 3rd I - 3rd 1 - 3rd 1 - 3rd 1 - 3rd I - 3rd 1 - 3rd 1 - 3rd 1 - 3rd .1 - 3rd 1 - 3rd 1 - 3rd 1-3rd I - 3rd 1-3rd 1 - 3rd None 1 - 3rd 1 - 2nd 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd None 1 - 2nd 1 - 2nd 1 - 2nd Frame Model Data RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace X V Z Fdtn Diaphr 93 57.000 24.000 0.000 Y -- 94 67.000 45.000 0.000 Y -- 95 75.000 45.000 0.000 Y -- 96 85.000 16.000 0.000 Y -- 97 85.000 24.000 0.000 Y -- 98 107.000 20.000 0.000 Y -- 99 113.000 20.000 0.000 Y 0 -- 100 128.000 16.000 0.000 Y -- 101 128.000 24.000 0.000 Y -- 102 134.000 45.000 0.000 Y -- 103 138.000 45.000 0.000 Y 0 -- 104 142.000. 45.000 0.000 V -- E18 Page 18/ 09/08/15 14:53: 10 0 Criteria, Mass and Exposure Data Fl . RAM L RAM Frame 14.07.01.01 S ________ DataBase: Villa 61-two story cross brace 09/08/15 14:53:34 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 • Ground Level: Base Mesh Criteria Max. Distance Between Nodes on Mesh Line (fi): 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): tb = 1.00 Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors DIAPHRAGM DATA: Story Diaph # Diaph Type Roof 1 Rigid 4th 1.. Rigid 3rd. 1 Rigid - 2nd 1 Rigid Disconnect Internal Nodes of Beams: . Yes • Disconnect Nodes outside Slab Boundary: Yes STORY MASS DATA: Includes Self Mass of: . ( Self masses not automatically included. Calculated Values: Story Diaph # Weight Mass MM! Xm Ym EccX EccY. • kips'k-s2/ft ft-k-s2 ft ft ft ft Roof 1 245.74 7.63 10382 71.00 22.50 5.90 2.45 4th 1 388.91 12.08 22837 71.00 27.39 7.10 3.20 3rd 1 388.91 12.08 22837 71.00 27.39 7.10 3.20 2nd 1 388.91 12.08 . 22837 71.00 27.39k 7.10 3.20 Story Diaph # Combine Roof 1 None 4th 1 . . None 3rd. • 1 • None 2nd 1 None WIND EXPOSURE DATA: Calculated Values: Story Diaph # Building Extents (ft) Expose Parapet Min Max.X MinY Max S . ft • Roof 1 12.00 130.00 -2.00 47.00 Full 0.00 4th • 1 0.00 142.00 -0.00 64.00 Full 0.00 3rd 1 • 0.00 142.00 -0.00 64.00 Full 0.00 . 2nd 1 0.00 142.00 -0.00 • 64.00 Full • 0.00 STORY GRAVITY LOADS DATA: • Includes Weight of: Weight not automatically included. • • RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross Criteria. Mass brace and Exposure Data . 09/08/15 F2 Page 20 14:53:3 Live Load Reduction (Calculated) Reducible: 60.00 % Storage: 0.00% Roof: 40.00% Calculated Values: Story Diaph # Dead Xc Ye Live Xc Yc kips ft ft kips ft ft Roof 1 173.46 71.00 22.50 72.28 71.00 22.50 4th 1 209.69. 71.00 28.90 437.27 71.00 37.52 3rd 1 209.69 71.00 28.90 437.27 71.00 37.52 2nd 1 209.69 71.00 28.90 437.27 71.00 37.52 Story Diaph # Roof. Xc Ye Combine kips • ft ft Roof • 1 69.38 71.00 22.50 None 4th • 1 0.00 0.00 . 0.00 None 3rd 1 0.00 0.00 0.00 None 2nd 1 0.00 0.00 . 0.00 None A Loads and Applied Forces GI . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 LOAD CASE: Wind Wind ASCE7-10 Exposure: C Basic Wind Speed (mph): 110.0 Apply Directionality Factor, Kd = 0.85 Use Topography Factor, Kzt: 1.00 Use Calculated Frequency for X-Dir.. Use Calculated Frequency for Y-Dir. Gust Factor for Rigid Structures, G: Use Calculated G for X-Dir. Gust Factor for Rigid Structures, G: Use Calculated G for Y-Dir. Damping Ratio for Flexible Structures= 0.01 Mean Roof Height (ft): Top Story Height + Parapet = 40.00 Ground Level: Base WIND PRESSURES: X-Direction: Natural Frequency = 1.042 Structure is Rigid Y-Direction: Natural Frequency = 1.205 Structure is Rigid CpWindward = 0.80 qLeeward (qh) = 27.48 psf GCpn (Parapet): Windward = 1.50 Leeward = -1.00 Height Kz Kzt qz Gust Factor G CpLeeward Pressure (psf) ft psf X Y X Y X Y 40.00 1.044 1.000 27.477 0.877 0.860 -0.280 -0.500 26.007 30.704 30.00 0.982 1.000 25.862 0.872 0.855 -0.289 -0.500 24.981 29.426 20.00 0.902 1.000 23.746 0.872 0.855 -0.289 -0.500 23.504 27.979 S 10.00 :0.849, 1.000 22.351 0.872 0.855 -0.289 -0.500 22.530 27.025 0.00 0.849 1.000 22.351 0.872 0.855 -0.289 -0.500 22.530 27.025 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_1_X Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 40.00 7.03 0.00 71.00 20.03 4th 1 30.00 13.79 0.00 71.00 28.33 3rd 1 20.00 15.10 0.00 71.00 32.00 2nd 1 10.00 14.52 0.00 71.00 32.00 APPLIED STORY FORCES Type: Wind_ASCE710_1_X Level Ht Fx Fy ft kips kips Roof 40.00 7.03 0.00 4th 30.00 13.79 0.00 3rd 20.00 15.10 0.00 2nd 10.00 14.52 0.00 50.43 0.00 S APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_1_Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 • 40.00 0.00 17.86 71.00 22.50 RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross Loads and Annlied brace Forces 04/25/16 Page G2 2/ 14:05: 0 4th 1 30.00 0.00 38.16 71.00 32.00 3rd 1 20.00 0.00 39.85 71.00 32.00 2nd 1 10.00 0.00 38.60 71.00 32.00 APPLIED STORY FORCES Type: Wind_ASCE7 10_1_Y Level Ht Fx Fy ft kips kips Roof . 40.00 0.00 17.86 4th 30.00 0.00 . 38.16 3rd 20.00 0.00 39.85 2nd . 10.00 0.00 38.60 0.00 134.47 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE7I0_2_X+E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 40.00 5.27 . 0.00 71.00 27.38 4th 1 30.00 10.34 0.00 71.00 37.93 3rd 1 20.00 11.32 0.00 71.00 41.60 2nd 1 10.00 10.89 0.00 71.00 41.60 APPLIED STORY FORCES Type: Wind_ASCE7 10_2_X+E Level Ht Fx Fy ft kips kips Roof . 40.00 5.27 . 0.00 4th 30.00 10.34 0.00 3rd 20.00 11.32 0.00 2nd 10.00 . 10.89 0.00 37.82 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_2_X-E Level . Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 40.00 5.27 0.00 71.00 12.68 4th 1 30.00 10.34 0.00 71.00 18.73 3rd 1 20.00 11.32 0.00 . 71.00 22.40 2nd. . 1 10.00 10.89 0.00 71.00 .22.40 APPLIED STORY FORCES Type: Wind_ASCE7I0_2_X-E . . Level Ht Fx Fy ft kips kips . Roof . 40.00 5.27 0.00 4th 30.00 10.34 • 0.00 • APPLIED DIAPHRAGM FORCES Type: Wind_ASCE716_2_Y+E Level Diaph.# Roof 1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: Wind_ASCE7 10_2_Y+E Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Fx Fy kips kips. 0.00 13.40 0.00 28.62 0.00 29.88 Fx Fy kips kips 0.00 13.40 0.00 28.62 0.00 29.88 0.00 28.95 x. y ft ft 88.70 22.50 92.30 32.00 92.30 32.00 92.30 32.00 Ht ft 40.00 30.00 20.00 10.00 Loads and Applied Forces . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace 3rd 20.00 11.32 2nd 10.00 10.89 WAX 0.00 0.00 0.00 G3 Page 3/13' 04/25/16 14:05:57 0.00 100.86 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_2_Y-E S , Level Diaph.# Ht Fx ' ' Fy X Y ft kips kips ft ft Roof ' 1 40.00 0.00 13.40 53.30 22.50 4th 1 30.00 000 28.62 49.70 32.00 3rd 1 20.00 ' 0.00 29.88 49.70 32.00 2nd 1 10.00 0.00 28.95 49.70 32.00 APPLIED STORY FORCES Type: Wind_ASCE7I0_2_Y-E Level Ht Fx ' Fy ft kips kips Roof S 40.00 0.00 13.40 5 4th 30.00 0.00 28.62 3rd . 20.00 0.00 29.88 ' 2nd 10.00 , 0.00 28.95 0.00 100.86 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE7I0_3_X+Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Loads and Applied Forces G4 RAM RAM Frame 14.07.01.01 Page 4, DataBase: Villa 61-two story cross brace 04/25/16 14:05: Roof 1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: Wind_ASCE7 1O_3_X+Y Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 40.00 5.27 13.40 71.00 20.03 30.00 10.34 28.62 71.00 28.33 20.00 11.32 29.88 71.00 32.00 10.00 10.89 28.95 71.00 32.00 Fx Fy kips kips 5.27 13.40 10.34 28.62 11.32 29.88 10.89 28.95 37.82 100.86 APPLIED DIAPHRAGM FORCES Type: Wind_AS CE7 1O_3_X-Y Level Diaph.# Roof 1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: Wind_ASCE710_3_X-Y Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Ht Fx Fy X Y ft kips kips ft ft 40.00 5.27 -13.40 71.00 20.03 30.00 10.34 -28.62 71.00 28.33 20.00 11.32 -29.88 71.00 32.00 10.00 10.89 -28.95 71.00 32.00 Fx Fy kips kips 5.27 -13.40 10.34 -28.62 11.32 -29.88 10.89 -28.95 37.82 -100.86 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE7I0_4_X+YCW Level Diaph.# Roof 1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: Wind_ASCE710_4_X+Y_CW Level Ht ft Roof 40.00 Ht Fx Fy X Y ft kips kips ft ft 40.00 3.95 10.05 53.30 27.38 30.00 7.76 21.47 49.70 37.93 20.00 8.49 22.41 49.70 41.60 10.00 8.17 21.71 49.70 41.60 Fx Fy kips kips 3.95 10.05 S Loads and Applied Forces G5 RAM RAM Frame 14.07.01.01 Page 5/13 S _ DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 4th 30.00 7.76 21.47 3rd 20.00 ' 8.49 22.41 2nd , 10.00 8.17 21.71 28.37 75.64 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_4_X+Y_CCW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof , 1 40.00 3.95 10.05 88.70 12.68 4th 1 30.00 7.76 21.47 92.30 18.73 3rd 1 20.00 8.49 22.41 92.30 22.40 2nd ' 1 10.00 8.17 , 21.71 ' 92.30 22.40 'APPLIED STORY FORCES Type: Wind_ASCE710_4_X+Y_CCW Level Ht Fx , Fy ' ft kips kips Roof 40.00 3.95 10.05 4th ' 30.00 7.76 21.47 3rd ' 20.00 ' 8.49 , , 22.41 2nd 10.00 8.17 21.71 28.37 75.64 APPLIED DIAPHRAGM FORCES ' Type: Wind_ASCE710_4_X-Y_CW Level Diaph.# ' Ht Fx Fy X Y ft kips kips ft ft • Roof 1 40.00 3.95 -10.05 88.70 27.38 4th 1 ', 30.00 7.76 -21.47 92.30 ' 37.93 3rd 1 20.00 8.49 -22.41 92.30 41.60 2nd' • 1 10.00 8.17 -21.71 92.30 41.60 APPLIED STORY FORCES ' Type: Wind_ASCE710_4_X-Y_CW Level Ht Fx Fy ft ' kips kips Roof 40.00 3.95 -10.05 4th 30.00 7.76 -21.47 , • 3rd 20.00 8.49 -22.41 2nd ' 10.00 8.17 -21.71 '28.37 -75.64 . ' • APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_4_X-Y_CCW Level Diaph.# Ht Fx Fy X Y APPLIED STORY FORCES Type: Wind_ASCE7 10_4_X-Y_CCW Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Fx Fy kips kips 3.95 -10.05 7.76 -21.47 8.49 -22.41 8.17 -21.71 kips kips ft 3.95 -10.05 53.30 7.76 -21.47 49.70 8.49 -22.41 49.70 8.17 -21.71 49.70 Loads and Applied Forces RIM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace ft Roof 1 40.00 4th 1 30.00 3rd 1 20.00 2nd 1 10.00 G6 Page 6/ift 04/25/16 14:05: ft 12.68 18.73 22.40 22.40 28.37 -75.64 0 Loads and Applied Forces G7 .. RAM RAM Frame 14.07.01.01 Page 7/13 DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 LOAD CASE: Seismic Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 1.252 g Si: 0.473 g TL: 8.00 s Fa: 1.000 Fv: 1.527 SDs: 0.835 g SDI: 0.482 g Occupancy Category: II Seismic Design Category: D Provisions for: Force Ground Level: Base Dir Eccent R Ta Equation Building Period-I X + And - 6.0 Std,Ct0.020,x0.75 User Defined Y + And - 6.0 Std,Ct0.020,x0.75 User Defined Dir Ta Cu I T-used Cs Eq 12.8-2 Cs(max) Cs(min) Cs-used k Eq12.8-3 Eq12.8-5 X 0.318 1.400 0.855 0.445 0.139 0.180 0.037 0.139 1.000 / Dir Ta Cu I T-used CsEq12.8-2 Cs(max) Cs(min) Cs-used k Eq12.8-3 Eq12.8-5 Y 0.318 1.400 0.749 0.445 0.139 0.180 0.037 0.139 1.000 Total Building Weight (kips) = 1412.46 . APPLIED DIAPHRAGM FORCES Type: EQASCE710_X_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 40.00 58.24 0.00 71.00 24.95 4th 1 30.00 69.13 0.00 71.00 30.59 3rd 1 20.00 46.08 0.00 71.00 30.59 2nd 1 10.00 23.04 0.00 71.00 30.59 APPLIED STORY FORCES Type: EQASCE710X+E_F Level Fit Fx Fy ft kips kips Roof 40.00 58.24 0.00 4th 30.00 69.13 0.00 3rd 20.00 46.08 0.00 2nd 10.00 23.04 0.00 196.49 0.00 APPLIED DIAPHRAGM FORCES Type: EQASCE71OX-E F Level Diaph.# Ht Fx Fy X • Y • • ft kips kips ft ft 1 40.00 58.24 0.00 71.00 20.05 • • Roof 4th 1 30.00 69.13 0.00 71.00 24.19 3rd 1 20.00 46.08 • 0.00 71.00 24.19 2nd 1 10.00 23.04 0.00 71.00 • 24.19 - APPLIED DIAPHRAGM FORCES Type: EQASCE7 10_Y_+E_F Level Diaph.# Roof 1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: EQASCE7 10_Y_+E_F Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Fx Fy kips kips 0.00 58.24 0.00 69.13 0.00 46.08 0.00 23.04 Fx Fy X Y kips kips ft ft 0.00 58.24 76.90 22.50 0.00 69.13 78.10 27.39 0.00 46.08 78.10 27.39 0.00 23.04 78.10 27.39 Ht ft 40.00 30.00 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: EQASCE710_Y_-E_F Level Diaph.# Roof 1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: EQASCE710_Y_-E_F Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Ht Fx Fy X Y ft kips kips ft ft 40.00 0.00 58.24 65.10 22.50 30.00 0.00 69.13 63.90 27.39 20.00 0.00 46.08 63.90 27.39 10.00 0.00 23.04 63.90 27.39 Fx Fy kips kips 0.00 58.24 0.00 69.13 0.00 46.08 0.00 23.04 S Loads and Applied Forces RAM RAM Frame 14.07.01.61 DataBase: Villa 61-two story cross brace G8 Page 8/ 04/25/16 14:05: 0 APPLIED STORY FORCES Type EQASCE710_X_-E_F Level Ht Fx ft kips -Roof 40.00 58.24 4th 30.00 69.13 3rd 20.00 46.08 2nd 10.00 23.04 196.49 Fy kips 0.00 0.00 0.00 0.00 0.00 196.49 0.00 196.49 . Loads and Applied RAM RAM Frame 14.07.01.01 .' DataBase: Villa 61-two story cross brace Forces G9 Page 9/13 04/25/16 14:05:57 LOAD CASE: Drift Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 1.252 g Si: 0.473 g IL: 8.00 s Fa: 1.000 Fv: 1.527 SDs: 0.835 g SDI: 0.482 g Occupancy Category: II Seismic Design Category: D Provisions for: Drift • Ground Level: Base Dir Eccent . R Ta Equation Building Period-T X + And - 6.0 Std,Ct0.030,x0.75 Calculated Y + And - 6.0 Std,Ct0.030,x0.75 Calculated Dir Ta Cu I T-used Cs Eq 12.8-2 Cs(max) Cs(min) Cs-used • k EqI2.8-3 X 0.477 1.400 0.960 0.960 . 0.139 0.084 --- 0.084. 1.230 Dir Ta Cu T I-used Cs Eq 12.8-2 Cs(max) Cs(min) Cs-used k Eqi2.8-3 Y . 0.477 1.400 0.830 0.830 0.139 0.097 --- 0.097 1.165 Total Building Weight (kips) = 1412.46 . APPLIED DIAPHRAGM FORCES Type: EQASCE710_X_+E_Drft Level Diaph.# • Ht Fx Fy X Y ft kips kips ft ft Roof 1 40.00 38.43 0.00 71.00 24.95 4th • • 1 30.00 42.70 0.00 71.00 30.59 3rd • 1 20.00 , 2593 • 0.00 71.00 30.59 2nd 1 10.00 11.06 0.00 71.00' 30.59 APPLIED STORY FORCES • Type: EQASCE7I0_X_+E_Drft Level • Ht Fx Fy 0 . ft kips kips Roof 40.00 38.43 0.00 4th • 30.00 42.70 • 0.00 3rd 20.00 25.93 0.00 2nd 10.00 11.06 0.00 118.11 : 0.00 APPLIED DIAPHRAGM FORCES Type: EQASCE710_X_-E_Drft • • Level • Diaph.# Ht Fx Fy X. Y • ' ft kips kips ft ft • Roof 1 .4th • ' ' 1 ' 40.00 30.00 38.43 42.70 '0.00 0.00 71.00 71.00 , 20.05 24.19 3rd • .1 20.00 25.93 • 0.00 71.00 24.19 2nd • 1 10.00 . 11.06 0:00 71.00 24.19 Loads and A.plied Forces GI 0 RAM RAM Frame 14.07.01.01 Page 10/0 DataBase: Villa 61-two story cross brace . 04/25/16 14:05: APPLIED STORY FORCES Type: EQASCE710_X_-E_Drft Level . Ht Fx Fy ft kips kips Roof 40.00 38.43 0.00 4th 30.00 42.70 0.00 3rd 20.00 . 25.93 0.00 . . 2nd 10.00 11.06 0.00 118.11 ' 0.00 APPLIED DIAPHRAGM FORCES Type: EQASCE710_Y_+E_Drft ' Level Diaph.# Ht Fx Fy X Y ft kips kips . ft. ft Roof ' 1 40.00 ' 0.00 43.33 76.90 22.50 4th ' 1 30.00 , 0.00 49.05 78.10 27.39 3rd 1 20.00 0.00 30.58 78.10 . 27.39 2nd , 1 10.00 '0.00 13.64 . 78.10 27.39 APPLIED STORY FORCES Type: EQASCE710_Y_+E_Drft' . . • Level Ht Fx Fy ft kips kips Roof 40.00 0.00 43.33 4th 30.00 0.00 49.05 3rd 20.00 0.00 30.58 2nd ' 10.00 0.00 13.64 0.00 136.60 ' APPLIED DIAPHRAGM FORCES . . Type: EQASCE710_Y_-E_Drft . Level Diaph.# . Ht Fx Fy X Y ft kips kips ft ft Roof 1 40.00 0.00 4333 65.10 . 22.50 4th 1 30.00 0.00 49.05 63.90 27.39 3rd 1 20.00 ' 0.00 30.58 63.90 27.39 2nd 1 10.00 , 0.00 13.64 63.90 27.39 APPLIED STORY FORCES Type: EQASCE71O_Y_-E_Drft Level Ht , Fx Fy ft kips kips Roof ' 40.00 ' 0.00 43.33 4th , 30.00 0.00 49.05 3rd 20.00 ' 0.00 30.58 2nd ' . 10.00 0.00 13.64 0.00 136.60 . Loads and.Aplied Forces . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace LOAD CASE: Notional Notional AISC 360-05/10 Fraction of Gravity Load : 0.0020 Ground Level: Base Total Dead Load (kips) = 802.52 Total Live Load (kips) = 1384.07 Total Roof Load (kips) = 69.38 APPLIED DIAPHRAGM FORCES Type: NLMSC360_DL_X. Level Diaph.# Ht ft Roof 1 40.00 4th 1 30.00 3rd 1 20.00 2nd 1 10.00 APPLIED STORY FORCES Type: NL_AISC36O_DL_X Level Ht Fx ft kips Roof 40.00 0.35 . 4th 30.00 0.42 3rd 20.00 0.42 2nd 10.00 0.42 Fx kips 0.35 0.42 0.42 0.42 Fy kips 0.00 0.00 0.00 Gil Page 11/13 04/25/16 14:05:57 Fy X Y kips ft ft 0.00 71.00 22.50 0.00 71.00 28.90 0.00 71.00 28.90 0.00 71.00 28.90 1.61 0.00 APPLIED DIAPHRAGM FORCES Type: NL_AISC360_DL_Y Level Diaph.# Roof .1 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: NL_AISC36O_DL_Y Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Ht Fx Fy X Y ft kips . kips ft . ft 40.0.0 0.00 0.35 71.00 22.50 30.00 0.00 0.42 71.00 28.90 20.00 0.00 0.42 71.00 . 28.90 10.00 0.00 0.42 71.00 . 28.90 Fx Fy kips kips 0.00 0.35 0.00 0.42 0.00 0.42 0.00 0.42 0.00 1.61 Loads and ADnhied RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace Forces G12 Page 12/ 04/25/16 14:05: 0 APPLIED DIAPHRAGM FORCES Type: NL_AISC36O_LL_X Level Diaph.# Mt Fx Fy X Y ft kips kips ft ft Roof 1 40.00 0.14 0.00 71.00 22.50 4th 1 30.00 0.87 000 71.00 37.52 3rd 1 20.00 0.87 0.00 71.00 37.52 2nd 1 10.00 0.87 0.00 71.00 37.52 APPLIED STORY FORCES Type: NL_AISC36O_LL_X Level Ht Fx Fy ft kips kips Roof 40.00 0.14 0.00 4th 30.00 0.87 0.00 3rd 20.06 0.87 0.00 2nd 10.00 0.87 0.00 2.77 0.00 APPLIED DIAPHRAGM FORCES Type: NL_AISC36O_LL_Y • Level Diaph.# Ht Fx Fy X Y R kips kips ft ft Roof 1 40.00 0.00 0.14 71.00 22.50 4th 1 30.00 0.00 0.87 71.00 37.52 3rd 1 20.00 0.00 0.87 71.00 37.52 2nd 1 10.00 0.00 0.87 71.00 37.52 APPLIED STORY FORCES Type: NL_AISC36O_LL_Y Level Ht Fx Fy ft kips kips Roof 40.00 0.00 0.14 4th 30.00 0.00 0.87 3rd 20.00 0.00 0.87 2nd 10.00 0.00 0.87 0.00 2.77 APPLIED DIAPHRAGM FORCES . Type: NL_AISC36O_Rf_X Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 4th 1. 40.00 30.00 0.14 0.00 0.00 0.00 71.00 0.00 22.50 . 0.00 3rd 1 20.00 0.00 0.00 0.00 0.00 2nd 1 10.00 0.00 0.00 0.00 0.00 Loads and Applied Forces -G1 3 . RAM RAM Frame 14.07.01.01 Page 13/13 DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 APPLIED STORY FORCES Type: NL_AISC36O_Rf_X Level Ht Fx Fy ft kips kips • Roof 40.00 0.14 0.00 4th 30.00 0.00 0.00 3rd 20.00 0.00 0.00 2nd 10.00 0.00 . 0.00 0.14 0.00 APPLIED DIAPHRAGM FORCES Type: NL_AISC360_Rf_Y . Level Diaph.# Ht Fx Fy X Y ft kips kips ft. ft Roof 1 40.00 0.00 0.14 71.00 22.50 4th 1 30.00 0.00 0.00 0.00 0.00 3rd • . 1 20.00. 0.00 0.00 0.00 0.00 2nd • 1 10.00 0.00 0.00 0.00 0.00 APPLIED STORY FORCES . Type: NL_AISC36O_Rf_Y . W Level Ht Fx Fy ft kips kips Roof 40.00 0.00 0.14 4th 30.00 0.00 0.00 . 3rd 20.00 0.00 0.00 2nd . 10.00 0.00 0.00 0.00 0.14 . Frame Story Shears Fil RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Le'el: Base Mesh Criteria Max. Distance Between Nodes on Mesh Line (ft): 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): cb = 1.00 Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors Frame #1 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-VS Change-Y kips kips kips kips 4th 0.45. 0.45 0.00 0.00 3rd 0.25 -0.21 0.00 0.00 2nd 0.22 -0.02 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-Y kips kips kips kips 4th 1.12 1.12 0.00 0.00 3rd 0.61 -0.51 0.00 0.00 2nd . 0.55 . -0.05 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X . Shear-V Change-V kips kips kips kips 4th 0.00 . 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ ASCE7lOX+E F Level . Shear-X Change-X Shear-Y Change-.Y kips kips kips kips 4th 30.77 30.77 0.05 0.05 3rd 44.90 14.13 -0.24 -0.29 2nd 28.73 -16.16 0.16 0.40 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips 4th 30.01 30.01 0.09 0.09 3rd 43.89 . 13.88 -0.37 -0.46 2nd 28.36 -15.53 0.25 0.63 HI 04/25/16 14:050 A-ugqD A-qs ra :S3 poq sot- ovci- so- pu LOE- co P'E EUL- crot- oo- 42j7 800 800 JOOJ sdr sdn1 sdi,1 sdii A-ugqD A-qs x-uq x-qs a+xThuajsyOa zws j :s3 po' 00•0 00•0 000 00•0 pu 000 000 000 000 PiE 000 000 000 - 000 4W 00•0 000 00•0 000 JooJ sdnj sdpt sdpi sdp A-qs x-ugI1 x-qs IA1 S11I'IVI p0'pA'1JOosOJ dp :stj po'j 00•0 00•0 00•0 00•0 puz 000 000 000 000 pi • 000 000 000 000 4W 00•0 - 00•0 00•0. 00•0 JooJ sdDJ sdü sdpi sd! A-UgqD A-qS x-uq U3Sf1I'IYM pBO'PAVISOJ di mea po'j 00•0 000 00•0 00•0 puz 000 000 000 000 P1E 000 000 000 000 •qjV 000 00•0 00•0 00•0 Joo-a sdni sdn1 sdn1 A-qs X-U1l3 x-qs • usrijiv.i po'pj q :s Z# awela cLo- wo pu i60 • cco 6Z0 911 Pic 61*0- 610- LSO L80 4W sdi,j • sdDl sdi,1 sdi, A-ugqD A-qs x-uq x-ig3qs JaAaj 13-A0IL33SVOa 3!ws1 s p :s'j po • ZLO- 80- - ZLO ZV0- P'Z 990 wo LZO- iT1- P1E TT'O- 11'0- L80- L80- 4W • sdn sdi, sdi, sdtji A-ugqD A-qs X-uqD da+AOILaDSvOa WtuslaS 0 :3sg3 pO' Lc:co:pT 91/9/j7Ø • ooiq SSOIO c1O4S OiW1-19 EEUA :osHg2u 11/7 M • 1010L0P1 OUR11IAV1 IMN A35JS ameiA S Frame Story Shears H3 RAM RAM Frame 14.07.01.01 Page 3/ DataBase: Villa 614wo story cross brace 04/25/16 14:05: kips kips kips kips Roof 0.06 0.06 -5.41 -5.41 4th -0.22 -0.28 -15.91 -10.50 3rd 0.49 0.71 -21.18 -5.26 2nd -0.05 -0.53 -25.05 -3.87 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof -0.02 -0.02 12.12 12.12 4th 0.01 0.03 25.87 13.75 3rd 0.04 0.03 35.10 9.23 2nd -0.02 -0.06 47.73 12.63 Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level Shear-X Change-X Shear-V Change-Y kips kips kips kips Roof 0.02 0.02 17.63 17.63 4th -0.01 -0.03 38.85 21.23 3rd -0.04 -0.03 52.96 14.10 2nd 0.02 0.06 69.60 16.65 Frame #3 S Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 0.18 0.18 0.00 0.00 4th • 0.13 -0.05 • 0.00 0.00 3rd 0.13 -0.01 0.00 0.00 2nd 0.00 -0.13 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.28 '0.28 • 0.00 0.00 4th 0.26 -0.02 0.00 0.00 3rd 0.25 -0.01 0.00 0.00 2nd 0.00 -025 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.06 0.06 0.00 0.00 4th 0.03 -0.03 0.00 0.00 3rd • '0.02 -0.00 0.00 0.00 2nd 0.00 -0.02 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Frame Story Shears H4 S RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace Page 4/11 04/25/16 14:05:57 Roof 16.29 16.29 0.07 0.07 4th 20.35 4.06 -0.07 -0.14 3rd 25.06 4.71 -0.06 0.01 2nd 29.51 4.45 0.04 0.10 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 16.58 16.58 0.10 0.10 4th 21.50 4.92 -0.09 -0.19 3rd 26.46 4.97 -0.09 -0.00 2nd 30.66 4.19 0.07 0.16 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 0.35 0.35 -0.18 -0.18 4th 1.32 0.97 0.13 0.31 3rd 1.58 0.26 0.24 0.11 2nd 1.30 -0.28 -0.14 -0.38 Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level Shear-X Change-X Shear-Y Change-V kips kips kips kips Roof -0.35 -0.35 -0.24 -0.24 4th -1.31 -0.96 0.18 0.42 3rd -1.60 -0.29 0.33 0.14 2nd -1.29 0.32 -0.20 -0.52 Frame #4 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-V. kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th . 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 S Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 0.00 0.00 0.00 Frame Story Shears PAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+EF Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 26.41 26.41 0.00 0.00 4th 28.63 2.22 0.00 0.00 3rd 36.09 7.46 0.00 0.00 2nd 84.95 48.86 0.00 0.00 Load Case: E2 Seismic EQ_A5CE710_X_-EF Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 25.92 25.92 0.00 0.00 4th 27.90 1.98 0.00 0.00 3rd 35.31 7.41 0.00 0.00 2nd 83.62 48.31 0.00 0.00 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shea r-Y Change-Y kips kips kips kips Roof -0.59 -0.59 -0.19 -0.19 4th -0.83 -0.24 0.10 0.29 3rd -0.87 -0.04 0.52 0.43 2nd -1.52 -0.65 -0.21 -0.73 Load Case: E4 Seismic EQ_A5CE710_Y_-E_F Level Shear-X Change-X Shear-Y Change-V kips kips kips kips Roof 0.59 0.59 -0.19 -0.19 4th 0.82 0.23 0.10 0.29 3rd 0.89 0.07 0.52 0.43 2nd 1.50 0.61 -0.21 -0.73 Frame #5 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-V Change-Y kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 H5 Page 5/10 ()d/')cI1 1d•04;. S Frame Story Shears S RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.08 0.08 -0.77 -0.77 4th -0.23 -0.31 -2.52 -1.75 3rd 0.47 . 0.71 -3.25 -0.73 2nd -0.21 -0.69 -2.69 0.56 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-V Change-Y kips kips kips kips S Roof 0.06 0.06 -1.34 -1.34 4th -0.22 -0.28 -3.92 -2.58 3rd 0.51 0.73 -5.17 -1.26 2nd -0.24 -0.74 -4.38 0.79 Load Case: E3 . Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof -0.02 -0.02 14.24 14.24 4th 0.01 0.03 30.90 16.66 3rd . 0.04 0.03 41.41 10.51 2nd . -0.03. -0.06 40.05 -1.35 Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level S Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.02 0.02 15.60 15.60 4th -0.01 -0.03 34.10 18.49 3rd -0.04 . -0.03 45.77 11.67 2nd 0.03 0.07 43.88 -1.89 Frame #6 S Load Case: Level D DeadLoad RAMUSER . Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd . 0.00 0.00 0.00 0.00 Page 6/11 04/25/16 14:05:57 Frame to Shears H7 RAM RAM Frame 14.07.01.01 . Page 7/ - DataBase: Villa 61-two story cross brace 04/25/16 14:05: 2nd 0.00 0.00 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level. Shear-X Change-X Shear-V Change-Y kips kips kips kips Roof 0.00.' 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 . 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd . 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.08 0.08 0.77 0.77 4th -0.23 -0.31 2.53 1.76 3rd 0.47 0.71 3.23 0.70 2nd . -0.21 -0.69 2.71 -0.51 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-V Change-Y kips kips kips kips Roof . 0.06 0.06 1.33 1.33 4th . -0.22 -0.28 3.93 2.59 3rd . 0.51 0.73 5.13 1.20 2nd -0.24 -0.74 4.41 -0.72 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof -0.02 -0.02 15.60 15.60 4th 0.01 0.03 34.11 18.51 3rd 0.04 0.03 45.71 11.60 2nd -0.03 -0.06 43.91 -1.80 Load Case:. E4 Seismic EQASCE710_Y_-EF .. - Level Shear-X Change-X Shear-V Change-V kips kips . kips kips Roof 0.02 0.02 14.24 14.24 4th -0.01 -0.03 30.90. 16.66 3rd -0.04 -0.03 41:39 10.48 2nd 0.03 0.07 40.06 . -1.33 Frame Story Shears H8 RAM RAM Frame 14.07.01.01 . Page 8/11 DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 Frame #7 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X kips kips Roof -0.18 -0.18 4th -0.13 0.05 3rd -0.12 0.01 2nd 0.00 . 0.12 Load Case: Lp PosLiveLoad RAMUSER Level . Shear-X Change-X kips kips Roof -0.28 -0.28 4th -0.26 0.02 3rd -0.25 .0.01 2nd -0.01 ' 0.24 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X kips kips Roof -0.06 ' -0.06 4th -0.03 . 0.03 3rd 0.02 .0.00 2nd 0.00 0.02 Load Case: El Seismic. EQ_ASCE71O_X_+E_F Level Shear-X Change-X kips kips Roof 16.29 16.29 4th . 20.36 4.07 3rd 25.03 4.67 2nd 29.56 4.53 Load Case: E2 Seismic, EQ_ASCE710_X_-E_F Level . Shear-X Change-X kips kips Roof . 16.58 , 16.58 4th 21.50 4.92 3rd 26.44 4.94 2nd 30.69 4.25 Shear-Y Change-V kips kips 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear-V change-V kips kips 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear-V Change-V kips kips 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 Shear-V Change-V kips kips -0.07 -0.07 0.05 0.12 0'.11 0.06 -0.09 -0.20 Shear-Y Change-V kips kips -0.09 -0.09 0.07 • 0.16 0.18 0.12 -0.14 -0.32 Load Case: E3 Seismic EQ.ASCE71OY+EF Level Shear-X Change-X hips kips Roof 0.35 . 0.35 46 1.32 0.97 3rd ' 1.59 0.28 2nd '' 1.29 -0.31 Shear-V Change-V kips kips -0.22 -0.22 0.11 0.34 0.61 0.49 -0.42 -1.02 Frame Story Shears H9 RAM RAM Frame 14.07.0 1.01 Page 9/ DataBase: Villa 61-two story cross brace 04/25/16 14:05: Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof -0.35 -0.35 -0.17 -0.17. 4th -1.31 -0.96 0.08 0.25 3rd -1.62 -0.31 0.44 0.36 2nd -1.27 0.35 -0.30 -0.75 Frame #8 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-V Chang-V kips kips kips kips Roof 0.00 0.00 0.00, 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: Rfp• PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.00 0.00 0.00 0.00 4th 0.00 0.00 0.00 0.00 3rd 0.00 OMO 0.00 0.00 2nd 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+E_F Level Shear-X Change-X Shear-V . Change-Y kips kips kips kips Roof 0.08 0.08 3.12 3.12 4th -0.23 -0.30 10.26 7.14 3rd 0.45 0.68 13.29 3.03 2nd -0.03 -0.48 15.42 2.14 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips Roof 0.06 0.06 5.41 5.41 4th , 70.22 -0.28 15.92 10.51 3rd 0.49 0.71 21.13 5.21 '2nd -0.05 -0.53 25.09 3.96 Frame Story Shears : H10 . RAM RAM Frame l4.07.01.01 Page 10/11 ________• DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shear-V Change-V • kips kips kips kips Roof -0.02 -0.02 17.62 17.62 4th 0.01 . 0.03 38.89 21.27 3rd 0.04 0.03 52.79 13.90 2nd -0.02 -0.06 69.74 16.95 Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level Sheñr-X Change-X Shear-V Change-V kips kips kips kips Roof 0.02 0.02 12.11 12.11 4th -0.01 -0.03 25.90 13.79 3rd -0.04 -0.03 34.97 9.07 2nd 0.02 0.06 47.83 12.86 Frame #9 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-V Change-V . kips kips kips kips 4th -0.45 -0.45 0.00 0.00 3rd -0.25 0.21 0.00 0.00 2nd -0.22 • 0.02 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips 4th -1.12 -1.12 0.00 0.00 3rd -0.61 0.51 0.00 0.00 2nd -0.55 0.05 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-V Change-V kips kips kips kips 4th 0.00 0.00 0.00 0.00 3rd 0.00 0.00 0.00 0.00 2nd • 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+E_F Level Shear-X Change-X Shear-V Change-V kips kips kips kips 4th 30.77 30.77 -0.05 -0.05 3rd 44.90 14.13 0.23 0.29 2nd 28.73 -16.16 -0.16 -0.40 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-Y Change-V kips kips kips kips 4th 30.01 30.01 -0.09 -0.09 0.37 0.46 -0.25 -0.62 Shear-V Change-Y kips kips -0.19 -0.19 0.74 0.93 -0.48 -1.22 Shear-Y Change-Y kips kips -0.11 -0.11 0.43 0.54 -0.27 -0.70 V. Frame Story Shears RAM RAM Frame 14.07.01.01 DataBase: Villa 61-twostory cross brace 3rd 43.89 13.88 2nd 28.36 -15.53 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X kips kips 4th -0.87 -0.87 3rd -1.14 -0.27 2nd -0.42 0.72 Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level Shear-X Change-X kips kips 4th 0.87 0.87 3rd 1.16 0.29 2nd 0.41 -0.75 Hil. Page 11/ 04/25/16 14:05: LI 0 Load Combinations . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Rfj, PosRoofLiveLoad RAMUSER El Seismic EQASCE710X+EF E2 Seismic EQASCE71OX-EF E3 Seismic EQASCE71O_Y_+E_F E4 Seismic EQASCE7IOY-EF LOAD COMBINATIONS: User Specified 1 * 1.400D 2 * 1.200 D + 1.600 Lp + 0.500 Rfp 3 * 1.200 D + 1.600 Lp 4 * I.200D+0.500Lp+1.600Rf, 5 * 1.200 D + 1.600 Rfp 6 * 1.367 D + 0.500 Lp + 1.000 El 7 * 1.367 D + 0.500 Lp + 1.000 E2 8 * 1.367 D + 0.500 Lp + 1.000 E3 9 * 1.367D+0.500 Lp+ 1.000E4 10 * 1.367D+0.500Lp-1.000E1 11 * 1.367D+0.500Lp-1.000E2 12 * 1.367 D + 0.500 Lp - 1.000E3 13 * 1.367 D + 0.500 Lp - 1.000 E4 14 • * 1.367D+1.000E1 15 * 1.367D+1.000E2 16 * 1.367D+1.000E3 17 * 1.367 D + 1.000 E4 18 * 1.367D-1.000E1 19 * 1.367D-1.000E2 20 * 1.367D-1.000E3 21 * 1.367D-1.000E4 22 * 0.733D+1.000E1 23 * 0.733 D + 1.000 E2 24 * 0.733 D + 1.000 E3 25 * 0.733 D + 1.000 E4 26 * 0.733 D- 1.000 El 27 * 0.733 D - 1.000 E2 28 * 0.733D-1.000E3 29 * 0.733 D - 1.000 E4 30 * 1.400D 31 * 1.200D+ 1.600 Lp + 0.500 Rfp 32 * 1.200D+1.600Lp 33 * 1.200 D+ 0.50 Lp + 1.600 Rfp • • 34 • * 1.200 D + 1.600 Rfp 35 * 1.367D+0.500Lp+1.000EI 36 - * 1.367 D + 0.500 Lp + 1.000 E2 37 * 1.367 D + 0.500 Lp + 1.000 E3 38 * 1.367D+0.500 Lp+ 1.000E4 39 * 1.367 D + 0.500 Lp - 1.000 El 40 • * 1.367D+0.500Lp-1.000E2 41 * 1.367 D + 0.500 Lp - 1.000 E3 42 * 1.367D+0.500Lp-1.000E4 43 * 1.367D+ 1.000 El 44 * 1.367D+1.000E2 II 04/25/16 14:05:57 Load Combinations RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace 45 * 1.367 D + 1.000 E3 46 * 1.367 D + 1.000 E4 47 * 1.367D-1.000E1 48 * 1.367 D- 1.000E2 49 * 1.367D-1.000E3. 50 * 1.367D-1.000E4 51 * 0.733D+1.000E1 52 * 0.733 D + 1.000 E2 53 * 0.733 D + 1.000 E3 54 * 0.733 D + 1.000 E4 55 * 0.733 D - 1.000 El 56 * 0.733 D - 1.000 E2 57 * 0.733 D - 1.000 E3 58 * 0.733D-1.000E4 59 * 1.367D±0.500Lp+ 1.000 El 60 * 1.367D+0.500Lp+1.000E2 61 * 1.367 D + 0.500 Lp + 1.000 E3 62 * 1.367 D + 0.500 Lp + 1.000E4 63 * 1.367 D + 0.500 Lp - 1.000 El 64 * 1.367 D + 0.500 Lp - 1.000E2 * 1.367 D + 0.500 Lp - 1.000E3 66 * 1.367 D + 0.500 Lp - 1.000 E4 67 * 1.367D+1.000E1 68 * 1.367 D + 1.000 E2 69 * 1.367 D + 1.000 E3 70 * 1.367 D + 1.000 E4 71 * 1.367D-1.000EI 72 * 1.367D-1.000E2 73 * 1.367 D - 1.000 E3 74 * 1.367D-1.000E4 75 * 0.733D+1.000E1 76 * 0.733D+1;000E2 77 * 0.733 D + 1.000 E3 78 * 0.733 D + 1.000 E4 79 * 0.733D-1.000EI 80 * 0.733 D - 1.000 E2 81 * 0.733D-1.000E3 82 * 0.733 D - 1.060 E4 Load combination currently selected to use 12 Page 2 04/25/16 14:05:yw' S RAM Frame 14.07.01.01 Frame Reaction Envelope RAM DataBase: Villa 61-two story cross brace Building Code: IBC JI 04/25/16 14:05:57 CRITERIA: Rigid End-Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria: Max. Distance Between Nodes on Mesh Line (ft): 4.00 Merge Node Tolerance (in) : 0.0 100 Geometry. Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Rfp PosRoofLiveLoad RAMUSER El Seismic EQASCE710_X_+E_F E2 Seismic EQASCE710_X_-E_F E3 Seismic EQASCE710_Y_+E_F E4 Seismic EQASCE710_Y_-E_F LOAD COMBINATIONS: User Specified 1 * 1.400D 2 • 1.200D+ 1.600 Lp + 0.500 Rfp 3 * 1.200 D + 1.600 Lp 4 * 1.200 D + 0.500 Lp + 1.600 Rfp 5 * 1.200D+1.600RI 6 * 1.367D+0.500Lp+1.000E1 7 * 1.367D+0.500Lp+1.000E2 8 * 1.367 D + 0500Lp + 1.000 E3 9 * 1.367D+0.500Lp+1.000E4 10 * 1.367D+0.500Lp-1.000E1 11 * 1.367 D + 0.500 Lp - 1.000 E2 12 * 1.367 D + 0.500 Lp - 1.000 E3 13 * 1.367 D + 0.500 Lp - 1.000 E4 14 * 1.367 D + 1.000 EI 15 * 1.367 D + 1.000 E2 16 * 1.367D+1.000E3 17 * 1.367 D + 1.000 E4 18 * 1.367D-1.000E1 19 * 1.367D-1.000E2 20 * 1.367D-1.000E3 21 * 1.367D-1.000E4 22 * 0.733 D +1.000 El 23 * 0.733 D + 1.000 E2 24 * 0.733D+1.000E3 . 25 * 0.733 D + 1.000 E4 26 * 0.733 D - 1.000 El 27 * 0.733 D - 1.000 E2 28 * 0.733 D- 1.000 E3 29 * 0.733 D - 1.000 E4 tb= 1.00 Frame Reaction Envelope RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC 30 * 1.400D 31 * 1.200D+1.600Lp+0.500Rf 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600Rfk 34 * 1.200D+1.600Rf, 35 * 1.367 D + 0.500 Lp + 1.000 El 36 * 1.367D+0.500Lp+ 1.000 E2 37 * 1.367 D + 0.500 Lp + 1.000E3 38 * 1.367D+0.500Lp+ 1.000 E4 39 * 1.367D+0.500Lp-1.000EI 40 * 1.367D+0.500Lp-1.000E2 41 * 1.367 D + 0.500 Lp - 1.000 E3 42 * 1.367 D + 0.500 Lp - 1.000E4 43. * 1.367D+1.000E1 44 * 1.367 D + 1.000 E2 45 * 1.367 D + 1.000 E3 46 . * 1.367D+1.000E4 47 * 1.367 D - 1.000 El 48 * 1.367D-1.000E2 49 * 1.367D-1.000E3 50 * 1.367D-1.000E4 51 . * 0.733D+1.000EI 52 * 0.733 D + 1.000 E2 53 * 0.733 D + 1.000 E3 54 * 0.733 D + 1.000 E4 55 * 0.733 D - 1.000 El 56 * 0.733 D - 1.000 E2 57 * 0.733 D - 1.000 E3 58 * 0,733 D - 1.000 E4 59 * 1.367D+0.500Lp+1.000E1 60 . * 1.367D+0.500Lp+1.000E2 61 * 1.367 D + 0.500 Lp + 1.000 E3 62 * 1.367 D + 0.500 Lp + 1.000 E4 63 * 1.367D+0.500Lp- 1.000E1 64 * 1.367 D + 0.500 Lp - 1.000E2 65 * 1.367 D + 0.500 Lp - 1.000 E3 66 * 1.367D+0.500Lp-1.000E4 67 * 1.367 D + 1.000 El 68 * 1.367D+1.000E2 69 * 1.367D+1.000E3 70 * 1.367D+1.000E4 71 * 1.367 D - 1.000 El 72 * 1.367 D- 1.000E2 73 . * 1.367 D - 1.000 E3 74 * 1.367 D - 1.000 E4 75 * 0.733 D + 1.000 El 76 * 0.733 D + 1.000 E2 77 * 0.733 D + 1.000 E3 78 * 0.733D+1.000E4 79 * 0.733 D - 1.000 El 80 * 0.733 D - 1.000 E2 81 * 0.733D-1.000E3 82 * 0.733 D - 1.000 E4 * = Load combination currently selected to use J2 Page 2/5 04/25/16 14:05: RAM Frame 14.07.0 1.01 Frame Reaction Envelope RAM DataBase: Villa 61-two story cross brace Building Code: IBC REACTION MAXIMA AND MINIMA: • Frame #1: Node Rx Ry Ri Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft • 85 Max: 0.19 0.29 147.36 0.00 0.00 0.18 ' ' LC: . 3 9 10 1 ' 1 27 Mm: -0.05 -0.29 -125.60 0.00 0.00 -0.18 LC: 26 29 22 1 . 1 7 86 Max: 28.71 0.08 7.54 0.78 0.91 0.01 LC: 26 13 3 25 10 27 Mm: -29.45 -0.08 0.93 -0.78 -0.91 -0.01 LC: 6 25 22 13 22 7 87 Max: 0.05 0.28 138.14 0.00 0.00 0.18 LC: 22 9 6 1 1 27 Mm: • -0.21 -0.28 -128.51 0.00 0.00 -0.18 LC: 2 29 26 1 1 7 Frame #2: Node' ' Rx Ry Ri Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 88 Max: ' 0.02 36.19 239.39 1.90 1.44 0.24 . ' LC: ' 23 13. 13 9 27 6 Mm: -0.02 ' -34.39 -218.21 -1.88 -1.44 -0.24 LC: 11 25 25 29 7 26 89 Max: 0.02 34.39 239.39 1.88 1.39 0.56 LC: 23 , 29 9 25 27 27 Mm: ' -0.02 -36.19 -218.21 -1.90 -1.39 -0.56 LC:, 11 9 29 13 7 7 Frame #3: , Node , Rx Ry Ri Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 90 • Max: 15.44 0.03 163.95 0.36 0.83 0.17 LC: 11 13 ' 11 25 27 27 Mm: -15.28 -0.03 ' -156.66 -0.36 -0.84 -0.17 LC: 23 25 23 13 7 7 91 Max: 15.30 0.23 160.05 0.35 0.83 0.20 LC: 27 9 7 25 27 27' Mm: -15.47 -0.23 -157.85 -0.35 -0.83 -0.20 LC: 7 29 27 13 7 7 Frame #4: Node • Rx Ry Ri Mxx Myy Tzz kips kips kips ' kip-ft kip-ft kip-ft 94. ' Max: 43.27 0.11 228.33 1.09 2.20 0.34 . LC: • ' ' 10 8 10 25 ' 26 28 Mm: -42.27 '-0.11 -217.30 -1.09 -2.20 -0.34 LC: 22 28 22 13 6 8 95 Max: 42.27 0.11' 228.33 1.09 2.20 0.34 J3 Page 3/5 04/25/16 14:05:57 Rx Ry Rz Mxx . Myy Tzz 26. 25 6 8 10 25 -43.27 -0.11 -217.30 -1.09 -2.20 -0.34 .6 13 26 28 22 13 Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 0.12 23.18 190.68 0.65 0.55 0.08 23 .13 13 '9 ' .. 27 12 -0.12 -21.56 -168.56 -0.65 -0.55 -0.08 11 25 . 25 29' . 7 24 0.11 21.56 190.68 0.65 0.54 . 0.33 23 29 9 25 27 27 -0.11 -23.18 -168.56 -0.65 -0.54 -0.33 11 9 29 13 7 7 Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft . kip-ft kip-ft 0.12 23.20 190.67 0.66 0.55 0.08 23 12 12 8 27 12 -0.12 -21.58 -168.55 -0.65 -0.55 -0.08 11 24 24 28 7 24 0.11 21.58 190.67 0.65 . 0.54 .033 23 28. 8 24 27 27 -0.11 -23.20 -168.55 -0.66 -0.54 -0.33 11 8 .28 12 7 7 Rx Ry Rz Mxx Myy Tzz kips ' kips kips kip-ft kip-ft kip-ft 15.47 0.21 160.06 0.38 0.83 0.20 11 24 11 8 11 27 -15.30 -0.21 -157.86 -0.38 -0.83 . -0.20 23 12 23 28 23 7 15.30 0.21 163.96 , 0:39 0.84 0.17 27 24. 7 8 11 27 -15.46 -0.21 -156.68 -0.39 -0.83 -0.17 7 12 27 . 28 23 7 Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft .kip-ft kip-ft 0.02 36.26 239.39 , 1.90 1.44 0.24 23 12 12 8 27 6 -0.02 -34.46 -218.22 4.88 -1.44 -0.24 11 24 24 28 7 26 0.02 34.46 239.39 1.88 1.39 0.56 23' 28 . 8 24 27 27 -0.02 -36.26 -218.22 -1.90 -1.39 -0.56 Node LC: Mm LC: Frame #5: Node 92 93 Frame #6: Node 96 97 Frame #7: Node 98 99 Max: LC: Mm: LC: Max: LC: Mm: LC: Max: LC: Mm: LC: Max: LC: 'Mm: LC: Max: LC: Mm: LC: Max: LC: Mm: LC: Frame #8: Node 100 Max: LC: Mm: LC: 101 Max: LC: Mm: r Frame Reaction Envelope RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC J4 Page 4/5 04/25/16 14:05: Frame Reaction Envelope J5 RAM Frame 14.07.0 1.01 Page 5/5 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:05:57 Building Code: IBC Node Rx Ry Ri Mxx Myy Tzz LC: 11 8 28 12 7 7 Frame #9: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 102 Max: 0.20 0.28 138.14 0.00 0.00 0.18 LC: 3 24 10 1 1 27 Mm: -0.05 -0.28 -128.51 0.00 0.00 -0.18 LC: 26 12 22 1 1 7 103 Max: 29.45 0.09 7.54 0.79 0.91 0.01 LC: 10 28 2 8 26 27 Mm: -28.71 -0.09 0.93 -0.79 -0.91 -0.01 LC: 22 8 22 28 6 7 104 Max: 0.05 0.28 147.36 0.00 0.00 0.18 LC: 22 24 6 1 1 27 Mm: -0.19 -0.28 -125.60 0.00 0.00 -0.18 LC: 2 12 26 1 1 7 C Unbraced Length ' Lx Ly Lby - - - Global Global Global - - - Global Global Global Steel Code Check Criteria KI IL ' RAM Frame 14.07.01.01 RAM ataBase: Villa 61-two story cross brace Building Code: IBC MEMBER CODE CHECK CRITERIA - GLOBAL: 04/25/16 14:13:43 / Steel Code: AISC360-10 LRFD Bi and B2 Criteria Apply B 1 Factor B2 Factor Not Applied - - K-Factor: - - Columns Beams Braces Kx: 1.000 1.000 0.650 Ky: - 1.000 1.000 . 0.650 Compression Flange Bracing: Columns: Deck Braces Column - Knee .Brace Does-Not Brace Column - Max Angle for which Beam Braces Column: 60.00 deg - Beams / Horiz Braces: Top Flange Continuously Braced Bottom Flange Not Continuously Braced Do Not ConsiderPoint of Inflection as Brace Point Column Design Moments: Percent of Gravity Load Moments to include in design of steel columns: Dead Load: - 100.00% Live Load: 100.00% Roof Load: 100.00% Axial' Slenderness Limits Check KL/r exceeds 200 for Compression Members Check L/r exceeds 300 for Tension Members (excludes rods) MEMBER CODE CHECK CRITERIA - ASSIGNED Frame #1: - - Level: 4th - Steel Column: # K-Factor Flange Bracing Kx Ky Major Minor 3 1.00 1.00 Global Global 5 - 1.00 1.00 - Global Global Steel Codeck Criteria 10 K2 Page 2/17 04/25/16 14:13:43 Steel Code: A15C360-10 LRFD - S RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Beam: # K-Factor Kx Ky 5 1.00 1.00 Steel Brace: # K-Factor Kx Ky; 37 Global Global 38 Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 3 1.00 1.00 5 1.00 1.00 Steel Beam: # K-Factor Kx Ky 5 1.00 1.00 Steel Brace: # S K-Factor Kx Ky 37 Global Global 38 Global Global Level: 2nd Steel column: # K-Factor Kx Ky 3 1.00 1.00 5 1.00 1.00 Steel Beam: # K-Factor Kx Ky 5 1.00 1.00 Flange Bracing Major Minor Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Lby Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx - Ly Lby Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx. Ly Lby Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global RBS RBS RBS N Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global, Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx .Ly Lby Global • Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global RBS N FII RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Code Check Criteria K3 Page 3/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD Steel Brace: K-Factor Kx Ky 37 Global Global 38 Global Global Frame #2: Level: Roof Steel Column: # K-Factor Kx Ky 3. 1.00 1.00 4 1.00 1.00 Steel Beam: # K-Factor Kx Ky 4 1.00 1.00 Steel Brace: # K-Factor Kx Ky 15 Global Global 16 Global Global Level: 4th Steel Column: K-Factor Kx Ky 9 1.00 1.00 10 1.00 1.00 Steel Beam: # K-Factor Kx Ky 12 .1.00 1.00 Steel Brace: # K-Factor Kx Ky 19 Global Global 18 - Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly • Lby Global Global Global • Global • Global Global Global Global Global • Global Flange Bracing. Unbraced Length RBS Major Minor Lx Ly Lby Global Global Global Global Global N Unbraced Length Lx Ly Lby Global Global Global 0 Steel Codeck Criteria K4 RAM Frame 14.07.01.01 Page 4/17 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:13:43 Building Code: IBC Steel Code: A15C360-10 LRFD # K-Factor Unbraced Length 20 Global Global Global Global Global Level: 3rd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky. Major Minor Lx Ly Lby 9. 1.00 1.00 Global Global Global Global Global. - 10 1.00 . • 1.00 Global Global Global Global Global Steel Beam: # K-Factor Kx Ky 12 1.00 1.00 Steel Brace: # K-Factor Kx Ky 19 Global Global 20 Global Global Level: 2nd Steel Column: K-Factor Kx Ky 9 1.00 1.00 10 1.00 1.00 Steel Beam: # K-Factor Kx Ky 12 1.00 1.00 Steel Brace: # K-Factor Kx Ky 19 Global Global 20 Global Global Frame #3: Flange Bracing • Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global . Global Global Global Global Flange Bracing . Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global RBS N RBS 11 Steel Code Check Criteria K5 Page 5/17 04/25/16 14:13:43 Steel Code: A15C360-10 LRFD Fil. RAM Frame 14.07 .01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Flange Bracing Major Minor Global Global Global Global Unbraced Length Lx Ly .Lby Global Global Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Lby Global Global Global RBS N Flange Bracing Major Minor Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Lby Global Global Global RBS N Flange Bracing Unbraced Length Major Minor Lx . Ly Lby Global Global Global óGlobal Global 0 Level: Roof Steel Column: K-Factor Kx Ky 9 1.00 1.00 12 1.00 1.00 Steel Beam: K-Factor Kx Ky 12 1.00 1.00 Steel Brace: K-Factor Kx Ky 25 Global Global 26 Global Global Level: 4th Steel Column: K-Factor Kx Ky 16 1.00 1.00 20 1.00 1.00 Steel Beam: # K-Factor Kx Ky 21 1.00 1.00 Steel Brace: # K-Factor Kx Ky 33 Global Global 34 Global Global Level: 3rd Steel Column: K-Factor Kx Ky o0 1.00 Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Steel Beam: # K-Factor Kx Ky 21 1.00 1.00 Steel Brace: K-Factor Kx Ky 33 Global Global 34 Global Global Level: 2nd Steel Column: K-Factor Kx Ky 16 1.00 1.00 20 1.00 1.00 Steel Beam: # K-Factor Kx Ky 21 1.00 1.00 Steel Brace: K-Factor Kx Ky 33 Global Global 34 Global, Global Frame #4: Level: Roof Steel Column: K-Factor Kx Ky 20 1.00 1.00 23 1.00 1.00 Flange Bracing Unbraced Length Major Minor Lx Ly. Lby Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global RBS kI RBS ON Steel Codøeck Criteria K6 'Aff ' RAM Frame 14.07.01.01 Page 6/17 RAM DataBase: Villa 61-two story cross brace . 04/25/16 14:13:43 Building Code: IBC - Steel Code: AISC360-10 LRFD # K-Factor Flange Bracing Unbraced Length 20 1,00 1.00 Global Global Global Global Global Steel Beam: Fil RAM Frame 14.07.0 1.0 RAM DataBase: Villa 61-two story cross brace Building Code: IBC # K-Factor Flange Bracing Kx Ky. Major Minor 24 1.00 1.00 Global Global Steel Brace: - Steel Code Check Criteria Unbraced Length Lx Ly Lby Global Global Global N RBS K7 Page 7/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD K-Factor Unbraced Length Kx Ky Lx Ly Lby 23 Global Global Global Global Global 24 Global Global Global Global Global Level: 4th Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 30 1.00 1.00 Global Global Global Global Global 34 1.00 • 1.00 Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 37 1.00 1.00 Global • Global Global Global Global Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 29 Global Global Global Global Global 30 Global Global • Global .Global Global Level: 3rd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly. Lby 30 1.00 1.00 Global Global Global Global Global 34 1.00 1.00 Global Global Global • Global Global Steel Beam: # K-Factor Flange Bracing • Unbraced Length Kx Ky Major Minor Lx Ly Lby 37 1.00 1.00 Global Global Global Global Global Steel Brace: . •• . RBS WN RBS N 0 Steel Codeck Criteria Page 8/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC # K-Factor Kx Ky 27 Global Global 28 Global Global Level: 2nd Steel Column: K-Factor Kx Ky 30 1.00 1.00 34 1.00 1.00 Steel Beam: # K-Factor Kx Ky 37 1.00 1.00 Steel Brace: # K-Factor Kx Ky 29 Global Global 30 Global Global Frame #5: Level: Roof Steel Column: # K-Factor Kx Ky 15 1.00 1.00 16 1.00 1.00 Steel Beam: # K-Factor Kx Ky 19 1.00 1.00 Steel Brace: # K-Factor Kx Ky 17 Global Global 18 Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly . Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Flange Bracing Unbraced Length Major Minor 'Lx Ly Lby Global Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global RBS N RBS N Steel Code Check Criteria K9 Page 9/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Level: 4th Steel Column: # K-Factor Kx Ky 23 1.00 1.00 24 1.00 1.00 Steel Beam: # K-Factor Kx Ky 29 1.00 1.00 Steel Brace: # K-Factor Kx Ky 21 Global Global 22 Global Global Level: 3rd SteelColumn: K-Factor Kx Ky 23 1.00 1.00 24 1.00 1.00 Steel Beam: # K-Factor Kx Ky 29 1.00 1.00 Steel Brace: K-Factor Kx Ky 21 Global . Global 22 Global Global Level: 2nd Steel Column: K-Factor Kx Ky o0 1.00 Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global . Global Global Global Global Global RBS N 0 Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global .Gl obal Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global. Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global RBS il Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length - Major Minor Lx Ly Lby Global Global Global Global Global I RAM Frame 14. 07.01.01 RAM DataBase:. Villa 61-two story cross brace Building Code: IBC Steel Codeck Criteria *K1 0 Page 10/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD K-Factor 24 1.00 1.00 Steel Beam: # K-Factor Kx Ky 29 1.00 1.00 Steel Brace: K-Factor Kx Ky 21 Global Global 22 Global Global Frame #6: Level: Roof Steel Column: # K-Factor Kx Ky 27 1.00 1.00 28 1.00 1.00 Steel Beam: # K-Factor Kx Ky 33 1.00 1.00 Steel Brace: K-Factor Kx Ky 19 Global Global 20 Global Global Level: 4th Steel Column: # K-Factor Kx Ky 38 1.00 1.00 39 1.00 1.00 Steel Beam: Flange Bracing Unbraced Length Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global RBS RBS N FII Steel Code Check Criteria RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx' Ly Lby 47 1.00 1.00 Global Global Global Global Global Steel Brace: K-Factor Unbraced Length Kx Ky Lx Ly Lby 23 Global Global Global Global Global 24 Global Global Global Global Global Level: 3rd Steel Column: K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 38 1.00 1.00 Global Global Global Global Global 39 1.00 1.00 Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing , Unbraced Length Kx Ky Major Minor Lx , Ly Lby 47' 1.00 , 1.00 Global Global Global Global Global Steel Brace: K-Factor ' Unbraced Length Kx Ky Lx Ly ' Lby 23 Global Global Global Global Global 24 Global Global Global Global Global Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 38 1.00 1.00 Global Global Global Global Global 39 1.00 1.00 Global Global Global Global Global Steel Beam: # K-Factor ' Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 47 1.00, 1.00 , Global Global Global Global Global Steel Brace: S. Ku Page 11/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD RBS N RBS 121 RBS IN .. Steel Codeck Criteria K12 Page 12/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD I RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC # K-Factor Kx Ky 23 Global Global 24 Global Global Frame #7: Level: Roof Steel Column: K-Factor Kx Ky 31 1.00 1.00 34 1.00 1.00 Steel Beam: # K-Factor Kx Ky 38 1.00 1.00 Steel Brace: # K-Factor Kx Ky 27 Global Global 28 Global Global Level: 4th Steel Column: # K-Factor Kx Ky 44 1.00 1.00 47 1.00 1.00 Steel Beam: # K-Factor Kx Ky 54 1.00 1.00 Steel Brace: K-Factor Kx . Ky 35 Global Global 36 Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Unbraced Length - Lx Ly • .Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx. Ly Lby Global Global Global Global Global Global RBS RES N FRI RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Level: 3rd Steel Column: Steel Code Check Criteria K13 Page 13/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 44 1.00 1.00 Global Global Global Global Global 47 1.00 1.00 Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 54 1.00 1.00 Global Global Global Global Global Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 35 Global Global Global Global Global - 36 Global Global Global Global Global Level: 2nd Steel Column: - - # K-Factor . Flange Bracing Unbraced Length- Kx Ky Major Minor Lx Ly Lby 44 1.00 1.00 Global Global Global Global Global 47 1.00 1.00 Global Global Global Global Global Steel Beam: - # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 54 1.00 1.00 Global Global Global Global Global Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 35 Global Global Global Global Global 36 Global Global Global Global Global Frame #8: Level: Roof Steel Column: RBS lI RBS N V RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC # K-Factor Flange Bracing Kx Ky Major Minor 39 1.00 1.00 Global Global 40 1.00 1.00 Global Global Steel Beam: # K-Factor Flange Bracing Kx Ky Major Minor 47 1.00 1.00 Global Global Steel Brace: Steel Codeck Criteria Unbraced Length Lx Ly Lby Global Global Global Global Global Global K14 Page 14/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD Unbraced Length RBS Lx Ly Lby Global Global Global N # K-Factor Unbraced Length Kx Ky Lx Ly Lby 21 Global Global Global Global Global 22 Global Global Global Global Global Level: 4th . Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx .Ly Lby 53 1.00 1.00 Global Global Global Global Global 54 1.00 1.00 Global Global Global Global Global Steel Beam: . # K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby • 65 1.00 1.00 Global • Global Global Global Global • N Steel Brace: . . . • K-Factor Unbraced Length • Kx Ky. Lx • Ly • Lby 25 Global Global Global Global Global 26 Global Global Global Global Global • Level: 3rd . Steel Column: • • # K-Factor • Flange Bracing Unbraced Length • • 0 • Kx Ky • Major Minor Lx Ly • 0 • Lby • 53 1.00 1.00 Global Global Global Global Global 0 • • 54 1.00 1.00 Global Global Global Global Global • K-Factor Unbraced Length Kx Ky Lx Ly Lby 25 Global Global . Global Global' Global 26 Global . Global Global Global Global Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 53 1.00 1.00 Global Global Global Global Global 54 1.00 1.00 Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx . Ky Major Minor Lx Ly Lby 65 1.00 1.00 Global Global Global Global Global Steel Brace: K-Factor Unbraced Length Kx Ky Lx Ly Lby 25 Global Global Global Global Global 26 Global Global Global Global Global Frame #9: Level: 4th Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 59 1.00 1.00 Global Global Global Global Global 62 1.00 1.00 Global Global Global Global Global Steel Beam: # K-Factor . Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 71 1.00 1.00 Global Global Global Global Global .'. .. .' RBS . N RBS N 9 RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Beam: # K-Factor Flange Bracing Kx Ky Major Minor .65 1.00 1.00 Global Global Steel Brace: Steel Code Check Criteria• Unbraced Length Lx Ly Lby Global Global Global IN RBS K15 Page 15/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD Ar, RAM Frame 14.0.7.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Codeck Criteria K16 Page 16/17 04/25/16 14:13:43 Steel Code: AISC360-10 LRFD Steel Brace: K-Factor Kx Ky 39 Global Global 40 Global Global Level: 3rd Steel Column: K-Factor Kx Ky 59 1.00 1.00 62 1.00 1.00 Steel Beam: # K-Factor Kx Ky 71 1.00 1.00 Steel Brace: K-Factor Kx Ky 39 Global Global 40 Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 59 1.00 1.00 62 1.00 1.00 Steel Beam: # K-Factor Kx Ky 71 1.00 1.00 Steel Brace: K-Factor Kx Ky 39 Global Global 40 Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global RBS 01 RBS Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global Global Global Global Global Global Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global Global N Unbraced Length Lx Ly Lby Global Global Global Global Global Global VI Steel Code Check Criteria K17 RAM Frame 14.07.91.01 Page 17/17 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:13:43 Building Code: IBC Steel Code: AISC360-10 LRFD JOINT CODE CHECK CRITERIA Material Properties Web plate Fy (ksi): 36.00 Stiffner plate Fy (ksi): 36.00 Geometry Maximum angle between a beam and column to assume the beam frames into column flange: 45.0 One diagonal stiffener designed if the difference in beam depths at a joint is 4.00 less than (in): Design Force Use actual beam forces Consider axial load in beam Optimization Stffners Optimize each stiffner at joint Minimum Thickness: Per Code Minimum Width: Max Beam Flange Width at Joint Thickness Increment (in): 0.125 Width Increment (in): 0.125 Clip (cope) dimension (in): 0.750 Web Plates Maximum Thickness: Same as Column Web • Minimum Thickness (in): 0.250 Thickness Increment (in): 0.125 CJP groove weld plate to column. No web plate plug weld. Load Combinations . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace LOAD COMBINATION CRITERIA: Roof Live Load: Reducible Notional Loads Consider with Combinations containing only gravity loads Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 0.835 RhoX 1.000 RhoY 1.000 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Rfp PosRoofLiveLoad RAMUSER El Seismic EQASCE7I0X+EF E2 Seismic EQASCE71OX-EF E3 Seismic EQASCE71OY+EF E4 Seismic EQASCE710_Y-EF LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.400D 2 * 1.200 D + 1.600 Lp + 0.500 Rfp 3 * 1.200 D + 1.600 Lp 4 * 1.200 D + 0.500 Lp + 1.600 Rfp 5 . 6 S * 1.200D+1.600Rfp * 1.367D+0.500Lp+ 1.000 El 7 * 1.367 D + 0.500 Lp + 1.000 E2 8 * 1.367 D ± 0.500 Lp + 1.000 E3 9 * 1.367 D + 0.500 Lp + 1.000 E4 10 * 1.367D+0.500Lp-1.000EI 11 * 1.367 D + 0.500 Lp - 1.000E2 12 * 1.367D+0.500Lp- 1.000E3 13 * 1.367 D + 0.500 Lp - 1.000 E4 14 * 1.367D+1.000El 15 * 1.367D+1.000E2 16 * 1.367 D + 1.000 E3 17 * 1.367 D + 1.000 E4 18 * 1.367D-1.000E1 19 * 1.367D-1.000E2 20 * 1.367D-1.000E3 21 * 1.367D-I.000E4 22 * 0.733 D + 1.000 El 23 * 0.733 D + 1.000 E2 24 * 0.733 D + 1.000 E3 25 * 0.733 D + 1.000 E4 26 * 0.733 D - 1.000 El 27 * 0.733 D - 1.000 E2 28 * 0.733D-1.000E3 29 * 0.733 D - 1.000 E4 LOAD COMBINATIONS: User Specified 30 . * 1.400D 31 * 1.200 D+ 1.600 Lp+0.500Rfp 32 1.200D+1.600Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rfp 34 * 1.200D+l.600Rfp 179 * 1.367 D + 0.500 Lp + 1.000 El LI 04/25/16 14:15:16 Load Combinations RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace 180 * 1.367 D + 0.500 Lp + 1.000 E2 181 * 1.367 D + 0.500 Lp + 1.000 E3 182 * 1.367 D + 0.500 Lp + 1.000 E4 183 * 1.367 D + 0.500 Lp - 1.000 El 184 * 1.367D+0.500Lp-1.000E2 185 * 1.367 D + 0.500 Lp - 1.000 E3 186 * 1.367D+0.500Lp-1.000E4 187 * 1.367D+1.000E1 188 * 1.367 D + 1.000 E2 189 * 1.367D+1.000E3 190 * 1.367D+1.000E4 191 * 1.367D-1.000E1 192 * 1.367D-1.000E2 193 * 1.367D-1.000E3 194 * 1.367D-1.000E4 195 * 0.733D+1.000EI 196 * 0.733 D + 1.000 E2 197 * 0.733 D + 1.000 E3 198. * 0.733 D + 1.000 E4 199 * 0.733D-1.000E1 200 * 0.733 D - 1.000 E2 201 * 0.733 D - 1.000 E3 202 * 0.733D-1.000E4 367 * 1.367 D + 0.500 Lp + 1.000 El 368 * 1.367D+0.500Lp+1.000E2 369 * 1.367 D + 0.500 Lp + 1.000 E3 370 * 1.367 D + 0.500 Lp + 1.000 E4 371 * 1.367D+0.500Lp-1.000EI 372 * 1.367D+0.500Lp-1.000E2 373 * 1.367 D + 0.500 Lp - 1.000 E3 374 * 1.367 D + 0.500 Lp - 1.000 E4 375 * 1.367D+1.000E1 376 * 1.367 D + 1.000 E2 377 * 1.367 D + 1.000 E3 378 * 1.367 D + 1.000 E4 379 * 1.367D-1.000E1 380 * 1.367D-1.000E2 381 * 1.367D-1.000E3 382 * 1.367D-1.000E4 383 * 0.733 D + 1.000 El 384 * 0.733 D + 1.000 E2 385 * 0.733 D + 1.000 E3 386 * 0.733D+1.000E4 387 * 0.733D- 1.000E1 388 * 0.733 D - 1.000 E2 389 * 0.733D-1.000E3 390 * 0.733 D - 1.000 E4 * = Load combination currently selected to use Page 04/25/16 14:15: 0 Code Check Summary RAM Frame 14.07.01.01 . RAM DataBase: Villa 61-two story cross brace Building Code: IBC Ml 04/25/16 14:15:16 Steel Code: A15C360-10 LRFD CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: Ground Level: Base Mesh Criteria Max. Distance Between Nodes on Mesh Line (ft) Merge Node Tolerance (in) : 0.0 100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors LOAD COMBINATION CRITERIA: 1.00 4.00 rb= 1.00 Notional Loads Consider with Combinations containing only gravity loads Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 0.835 RhoX 1.000 RhoY 1.000 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER S . Lp PosLiveLoad RAMUSER Rip PosRootLiveLoad RAMUSER El Seismic EQASCE7I0_X_+Ej E2 Seismic EQASCE7I0_X_-E_F E3 Seismic EQASCE710_Y_+E_F E4 Seismic EQASCE71O_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.400D. 2 * 1.200 D + 1.600 Lp + 0.500 RIp 3 * 1.200 D + 1.600 Lp 4 * 1.200D+0.500Lp+ 1.600 RIp 5 * 1.200D+1.600RfI, 6 * 1.367D+0.500Lp+ 1.000 El 7 * 1.367 D + 0.500.Lp + 1.000 E2 8 * 1.367D.+0.500Lp+ 1.000 E3 9 * 1.367D+0.500Lp+1.000E4 10 * 1.367D+0.500Lp-1.000E1 11 * 1.367D+0.500Lp- 1.000 E2 12 * 1.367D+0.500Lp-1.000E3 13 * 1.367D+0.500Lp-1.000E4 14 * 1.367D+1.000EI 15 * 1.367D+1.000E2 16 * 1.367D+1.000E3 17 * 1.367D+1.000E4 . 18 * 1.367D-1.000E1 19 * 1.367D-1.000E2 20 * 1.367D-1.000E3 21 * 1.367D-1.000E4 . . 22 0.733D+1.000EI 23 * 0.733 D + 1.000 E2 . Code Check Summary RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC 24 * 0.733 D + 1.000 E3 25 * 0.733.,D+ 1.000E4 26 * 0.733D-1.000E1 27 * 0.733 D - 1.000 E2 28 * 0.733D-1.000E3 29 * 0.733 D - 1.000 E4 LOAD COMBINATIONS: User Specified 30 * 1.400D 31 * 1.200D+1.600Lp+0.500Rf, 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rf 34 * 1.200D+1.600Rfk 179 * 1.367D+0.500Lp+1.000E1 180 * 1.367D+0500Lp+1.000E2 181 * 1.367D+0.500Lp+ 1.000E3 182 * 1.367 D + 0.500 Lp + 1.000 E4 183 * 1.367 D + 0.500 Lp - 1.000 El 184 * 1.367D+0.500Lp-1.000E2 185 * 1.367 D + 0.500 Lp - 1.000 E3 186 * 1.367D+0.500Lp-1.000E4 .187 * 1.367D±1.000E1 188 * 1.367D+1.000E2 189 * 1.367D+1.000E3 190 * 1.367D+1.000E4 191 * 1.367D-1.000E1 192 * 1.367D-1.000E2 193 * 1.367D-1.000E3 194 * .1.367D-1.000E4 195 * 0.733D+1.000El. 196 * 0.733 D + 1.000 E2 197 * . 0.733 D + 1.000 E3 198 * 0.733D+1.000E4 199 * 0.733D-1.000El 200 * 0.733 D - 1.000 E2 .201 0.733 D - 1.000 E3 202 * 0.733 D - 1.000 E4 367 * 1.367D+0.500Lp+1.000E1 368 * 1.367 D + 0.500 Lp + 1.000 E2 369 * 1.367D+0.500Lp+ 1.000E3 370 * 1:367 D + 0.500 Lp + 1.000 E4 371 * 1.367D+0.500Lp-1.000E1 372 * 1.367 D + 0.500 Lp - 1.000 E2 373 * 1.367 D + 0.500 Lp - 1.000E3 374 * . 1.367 D + 0.500 Lp - 1.000. E4 375 * 1.367D+1.000E1 376 * 1.367 D + 1.000 E2 377 * 1.367 D + 1.000 E3 378 * 1.367D+1.000E4 379 * 1.367D-1.000El 380 * 1.367D-1.000E2 381 * 1.367D-1.000E3 382 * 1.367D-1.000E4 383 * 0.733 D + 1.000 El 384 * 0.733D+1.000E2 M2 Page 2/13 04/25/16 14:15: Steel Code: AISC360-10 LRFTW V Code Check Summary . M3 RAM Frame 14.07.01.01 . . Page 3/13 RAM DataBase: Villa 61-two story cross brace . . 04/25/16 14:15:16 S Building Code: IBC Steel Code: AISC360-10 LRFD .385 * 0.733 D + 1.000 E3 386 * 0.733 D + 1.000 E4 387 * 0.733 D - 1.000 El 388 * 0.733 D - 1.000 E2 389 * 0.733 D - 1.000 E3 390 * 0.733D-1.000E4 . . * = Load combination currently selected to use Frame #1: . . Level: 4th.. " Col. Pu Mux Muy Vux Vuy LC . Interact. Fy Size kip kip-ft kip-ft kip . kip ksi 3 43.59 0.00 0.00 0.01 -0.09 183 0.10 Axial 46 HSS9X5X5I8 5 ..41.02 6.00 . 0.00 0.02 -0.09 179 0.09 Axial 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip , kip-ft kip-ft kip kip .ksi 5 0.00 7.17 -0.00 -3.90 0.00 31 0.15 (HI-lb) 46 HSS6X5X3/8' Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 37 . 42.74 0.54 -0.00 -0.15 0.00 179 0.68 (Hi-la) 46 HSS3X3X1/4 38 40.39 0.62 0.03 -0.15 -0.00 199 0.65 (Hi-la) 46 . HSS3X3X1/4 Level: 3rd Col. . . Pu Mux Muy Vux Vuy LC Interact. Fy Size # . kip kip-ft kip-ft kip kip .ksi 3 51.35 -9.04 1.51 -1.74 013 184 0.14 .(HI-lb) 46 HSS9X5X5/8 5 43.98 9.23 -1.21 1.79 -0.10 180 0.13 (HI-lb) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy . Size # kip kip-ft kip-ft kip kip . ksi 5 -5.36 -8.54 -0.01 -3.46 -0.01 179 0.19 (HI-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy . LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 37 56.61 -0.55 0.02 0.08 -0.01 183 0.88 (Hi-la) 46 HSS3X3X1/4 38 58.19 -0.58 0.00 0.09 -0.00 . 179 0.91 (Hi-là) 46 HSS3X3X1/4 Level: 2nd . . Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size. # kip kip-ft kip-ft kip kip ksi 3 147.36 0.15. 0.95 ' -O JO -0.29 183 0.34 (HI-la) 46 . HSS9X5X5/8 5 138.14 -0.21 -0.88 0.08 . -0.28 179 0.32 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux ' Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip . kip ksi 5 -0.00 -9.25 ' 0.00 -3.72 0.00 ' 179 0.19 (Hi-lb) 46 HSS6X5X3/8 Brace Pu . Mux Muy Vux Vuy LC Interact. Fy Size # , kip kip-ft kip-ft ' kip . kip , ksi 37 41.45 0.44 . -0.10 -0.06 0.01 179 0.66 (Hi-la) 46 ' , ' HSS3X3X1/4. RAM DataBase: RAM Frame Building 14.07.01.01 Villa 61-two Code: IBC story cross Code Check brace Summary Steel Code: M4 Page 4/13 04/25/16 14:15: AISC360-10 LRF Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size 38 39.89. 0.44 -0.09 -0.06 0.01 183 0.63 (Hi-la) 46 HSS3X3XI/4 Frame #2: Level: Roof Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 3 24.71 0.00 0.00 -0.11 0.03 186 0.06 Axial 46 HSS9X5X5/8 4 24.71 0.00. 0.00 0.11 -0.03 182 0.06 Axial 46 HSS9X5X5I8 Beam Pu Mux . Muy Vux Vuy LC . Interact. Fy . Size kip kip-ft kip-ft kip kip . ksi 4 0.00 5.21 -0.00 -2.82 0.00 33 0.11 (H1-lb) 46 HSS6X5X3/8 Brace Pu Mux luy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 15 23.71 . 0.34 0.00 -0.11 -0.00 198 0.38 (Hi-la) 46 HSS3X3X1/4 16 23.71, 0.34 -0.01 -0.11 0.00 202 0.38 (Hi-la) 46 ' HSS3X3X1/4 Level: 4th Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip 'ksi 9 . 29.53 8.07 0.13 . -1.36 -0.01 186 0.10 (HI-1b) 46 HSS9X5X5/8 10 29.53 , -8.07 -0.05 1.36 -0.00 182 , 0.09 (Hi-ib) 46 HSS9X5X5/ Beam Pt, Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ' ksi 12 -9.55 -6.43 0.00 -3.69 -0.00 182 0.15 (HI-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux . Vuy LC Interact. . Fy Size # kip kip-ft kip-ft kip kip ksi 19 . 51.14 -0.44 -0.01 0.06 0.00 186 0.79 (HI-1a) 46 HSS3X3X1/4 20 51.14 -0.44 0.00 0.06 0.00 182 '0.79 (HI-1a)' 46 HSS3X3X1/4 Level: 3rd Cot. Pu , Mux Muy Vux Vuy LC Interact. Fy . . Size # kip kip-ft kip-ft kip kip ksi 9 143.25 -14.53 -0.21 -2.48 -0.03 ' 186 0.42 (Hi-la) ' 46 HSS9X5X5/8 10' 143.26 14.53 0.09 2.48 0.01 182 0.42 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux ' Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 12 -0.00 -13.13 0.00 -7.07 0.00 182 0.28 (HI-1b) 46 HSS6X5X3/8 Brace Pu ' Mux Muy. Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft ' kip kip ksi 19 66.92 0.77 0.01 -0.12 -0.00 182 0.89 (Hi-la) 46 HSS3X3X5/16 20 66.92 0.77 0.00 -0.12 -0.00 186 0.89 (Hi-la) 46 HSS3X3X5/16 Level: 2nd Col. Pu Mux . Muy Vux Vuy LC Interact. Fy ' Size # kip kip-ft kip-ft kip kip ksi 9 149.28 -2.09 , -0.18 -0.13 -0.19 186 0.35 (Hi-la) 46 HSS9X5X5/8 Code Check Summary M5 Frame 14.07.01.01 S Page 5/13 RAM RAM DataBase: Villa 61 -two story cross brace 04/25/1614:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size 10 149.28 2.09 . 0.14 -0.12 -0.18 182 0.35 (Hi-la) 46 HSS9X5.X518 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 12 -10.68 -11.04 -0.02 -5.51 0.01 186 0.20 (HI-1b) 46 HSS6X5X1/2 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 19 97.19 1.87 0.06 -0.34 -0.01 186 0.80 (Hi-1a) 46 HSS4X4X5/16 20 97.19 1.87 0.05 -0.34 -0.00 182 0.80 (Hi-la) 46 HSS4X4X5/16 Frame #3: Level: Roof Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 9 26.92 -3.49 -0.49 0.38 0.03 192 0.06 (Hi-ib) 46 HSS9X5X5/8 12 26.70 3.58 0.45 0.38 ' 0.03 180 0.06 (Hl-lb) 46 HSS9X5X5/8 Beam Pu Mux . Muy Vux Vuy LC Interact. Fy Size # kip kip-ft ' kip-ft kip kip ksi 12 0.00 -0.51 0.00 , -0.17 0.00 180 0.01 (HI-1b) 46 HSS6X5X3/8 . Brace Pu Mux Muy Vux Vuy LC . Interact. Fy Size # ' kip kip-ft kip-ft kip kip ksi 25 28.04 0.59 0.01 0.11 0.00 180 0.46 (Hi-1a) 46 HSS3X3X1/4 26 27.08 0.58 ' ' 0.04 -0.11 -0.00 200 0.45 (Hi-la) 46 HSS3X3X1/4 Level: 4th Cot. Pu Mux Muy Vux Vuy LC Interact.. , Fy Size kip kip-ft kip-ft kip kip ksi 16 31.72 4.13 -0.58 . 0.73 -0.07 184 0.07 (HI-1b) 46 HSS9X5X5/8 20 29.76 -4.34 0.36 0.73 '-0.02 180' 0.07 (HI-1b) 46 HSS9X5X5/8 Beam • Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 21 2.06 7.07 -0.01 -3.09 -0.01 180 0.15 (HI-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi' • 33 34.66 -0.40 0.04 -0.06 ' 0.00 200 0.54 (Hi-Ia) 46 HSS3X3X1/4 34 35.39 -0.42 0.01 0.06 -0.00 180 0.55 (Hi-la) 46 HSS3X3X1/4 Level: 3rd 5 Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 16 106.48 -11.75 0.21 2.06 -0.02 184 0.32 (111-1a) 46 HSS9X5X5/8 20 . 104.43 11.72 -0.60 ' 2.03 -0.07 180 0.32 (HI-1a) 46 HSS9X5X5I8 Beam Pu Mux Muy Vux Vuy' LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 21 -0.00 10.03 0.00 -3.82 . 0.00 180 0.21 (HI-1b) 46 HSS6X5X3/8 RIM DataBase: RAM Frame Building 14.07.0 1.01 Villa 61-two Code: IBC story cross Code Check brace Summary Steel Code: M6 Page 6/13 04/25/16 14:15: AISC360-10 LRF Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 33 39.51 0.77 -0.03 0.11 -0.00 180 0.64 (Hi-la) 46 HSS3X3X1/4 34 38.58 0.77 -0.01 -0.11 0.00 200 0.63 (Hi-la) 46 HSS3X3X1/4 Level: 2nd Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 16 113.02 0.00 0.00 -0.00 0.00 184 0.25 (Hi-la) 46 HSS9X5X5/8 20 109.14 -0.31 -0.82 0.02 -0.27 180 0.25 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 21 3.98 12.44 0.00 -4.70 0.01 180 0.27 (141-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip.-ft kip kip ksi 33 53.22 0.83 -0.09 -0.16 0.01 184 0.85 (Hi-la) 46 HSS3X3X1/4 34 53.20 0.83 -0.08 0.16 -0.01 180 0.85 (Hi-la) 46 HSS3X3X1/4 Frame #4: . 0 Level: Roof Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 20 33.07 0.00 0.00 -0.39 -0.00 183 0.07 Axial 46 HSS9X5X5/8 23 33.07 0.00 0.00 0.39 -0.00 179 0.07 Axial 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 24 0.00 3.06 0.00 -1.12 0.00 33 0.06 (Hi-ib) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 23 34.21 0.50 -0.01 -0.11 0.00 195 0.65 (HI-1a) 36 HSS3X3X1/4 24 34.21 0.50 0.01 -0.11 -0.00 199 0.65 (HI-1a) 36 HSS3X3X1/4 Level: 4th Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 30 36.19 0.00 0.00 -0.49 -0.00 183 0.08 Axial 46 HSS9X5X5/8 34 . 36.19 0.00 0.00 0.49 0.00 179 0.08 Axial 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip 0 ksi 37 -1.24 -5.77 0.00 -2.51 -0.00 179 0.12 (HI-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 29 38.72 -0.32 0.01 0.04 • 0.00 183 0.71 (HI-1a) 36 HSS3X3X1/ 30 38.72 -0.32 -0.01 0.04 -0.00 179 0.71 (HI-1a) 36 HSS3X3X1/4 Code Check Summary M7 RAM Frame 14.07.01.01 Page 7/13 S RAM DataBase: Villa 61-two story cross brace 04/25/16 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Level: 3rd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 30 115.89 -13.09 0.11 -2.27 0.02 183 0.35 (Hi-1a) 46 HSS9X5X5/8 34 115.89 13.09 0.10 2.27 0.02 179 0.35 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip , ksi 37 0.00 -9.58 0.00 -4.46 0.00 183 0.20 (Hi-ib) 46 . HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # . kip kip-ft kip-ft kip kip ksi 27 43.62 0.55 -0.01 -0.08 ' 0.00 179 0.82 (Hi-la) 36 HSS3X3X1/4 28 43.62 0.55 0.01 -0.08 4.00 183 0.82 (Hi-la) 36 . 14SS3X3X1/4 Level: 2nd ' Cot. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 30 122.20 3.75 0.02 0.00 -0.22 183 0.30 (Hi-la) 46 HSS9X5X5/8 34 122.20 -3.75 0.02 -0.00 0.22 179. 0.30 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip . kip-ft kip-ft kip kip ksi 37 26.09 -15.66 0.01 -5.77 -0.00 179 0.21 (HI-lb) 46 HSS9X5X3/8 Brace Pu Mux Muy VUx Vuy LC Interact. Fy Size # ' kip kip-ft kip-ft kip , kip ' ksi • 29 114.46 2.19 ' -0.01 -0.40 0.00. 183. 0.99 (Hi-la) 36 HSS4X4X3/8 30 114.47 2.19 ' 0.01 -0.40 -0.00 179 0.99 (Hi-la) 36' HSS4X4X3/8 Frame #5: Level: Roof Col. Pu Mux Muy Vux ' Vuy LC Interact. Fy Size # kip kip-ft kip-ft . kip kip ksi 15 23.08 , 0.00 0.00 -0.08 401 186 0.05 Axial 46 HSS9X5X5/8 16 23.08 0.00 0.00 -0.00 0.04 182, 0.05 Axial 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy. LC Interact. , Fy ' Size # kip , kip-ft kip-ft kip kip ' ksi 19 0.00 7.67 -0.00 -4.16 0.00 , 33 0.16 (HI-lb) 46 HSS6XSX.3/8 Brace . Pu ' Mux ' Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 17 21.05 0.26' 0.00 -0.12' -0.00 198 0.33 (Hi-la) 46 HSS3X3X1/4 18 •, 21.05 0.26 -0.01 -0.12 0.00 202 0.33 (Hi-la) 46 HSS3X3X1/4 Level: 4th . Col. Pu Mux ' Muy Vux Vuy LC' Interact. Fy Size kip kip-ft kip-ft , kip kip . ksi 23 27.58 7.20. 0.13 -1.25 -0.01 186 0.09 (HI-lb) 46 HSS9X5X5/8 24 27.58 -7.20 -0.05 1.25 ' -0.00 ' 182 , 0.09 (HI-lb) 46 , HSS9X5X5/8 Page 8/13 04/25/16 14:15: Steel Code: A15C360-10 LRF Fy Size 'ksi 46 HSS6X5X3/8 Fy Size ksi 46 HSS3X3XI/4 46 HSS3X3X1/4 Vuy LC Interact. kip -0.00 182 0.14.(}{1-lb) Vuy LC Interact. kip 0.00 186 0.70 (Hi-la) 0.00 182 0.70 (Hi-ia) VI 'Code Check Summary RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Beam Pu Mux Müy Vux # kip kip-ft kip-ft kip 29 -8.29 -5.74 0.00 -3.57 Brace Pu Mux Muy Vux # kip kip-ft kip.-ft kip 2.1 45.12 -0.39 ., -0.01 0.05 22 45.12 . -0.39 0.00 0.05 Level: 3rd Col. Pu Mux Muy Vux Vuy LC Interact. Fy kip kip-ft kip.-ft kip kip'ksi 23 127.51 -11.95 -0.21 -2.08 -0.03 186 0.37 (Hi-1a) 46 24 127.51 11.95 0.09 2.08 0.01 182 0.37 (Hi-1a) 46 Beam Pu Mux Muy Vux . Vuy LC Interact: Fy # kip kip-ft kip-ft kip kip 'ksi 29 -0.00 -11.71 0.00 -6.83 0.00 182 0.25 (Hi-1b) 46 Brace . Pu Mux Muy .Vux Vuy LC Interact. Fy' # kip kip-ft kip-ft kip kip ksi 21 58.05 ' 0.70 0.01 -0.11 . 4.00 182 0.78 (Hi-la) 46 22 58.04 0.70 0.00 . -0.11 -0.00 186 0.78 (Hi-1a) 46 Level: 2nd Size HSS9X5XS/8 .HSS9X5X5/8 Size. HSS6XSX3I8 Size HSS3X3X5/16' HSS3X3X5/16• Col. Pu # kip 23 132.43 24 132.43 Beam Pu # kip 29 -1.05 Brace Pu # kip 21 62.78 22 62.78 Frame #6: Level: Roof Col. Pu # 'kip 27 23.07 28 23.07 Beam Pu # kip 33 0.00 Brace Pu # kip 19 21.05 Mux Muy Vux Vuy LC Interact. Fy Size kip-ft . kip-ft kip kip ksi -2.37 -0.18 -0.05 -0.19 186 0.31 (HI-1a) 46 HSS9X5X5/8 2.37 0.14 -0.03 -0.18 182 0.31 (Hi-la) 46 HSS9X5X5/8 Mux Muy Vux Vuy LC Interact; Fy Size kip-ft kip-ft kip kip ksi -8.47 , 0.00 , -4.33 0.00 '182 0.18 (H1-1b) 46 ' HSS6X5X3/8 Mux Muy Vux . Vuy LC Interact. Fy Size. kip-ft kip-ft kip kip ksi 0.64 0.02 -0.12 -0.00 186 0.83 (Hi-la) 46 HSS3X3X5/16 0.64 0.02 -0.12 -0.00 182 0.83 (Hi-la) 46 HSS3X3X5/16 Mux Muy Vux Vuy LC Interact. Fy Size kip-ft kip-ft kip kip ksi 0.00 0.00 . -0.08 0.01 185 0.05 Axial 46 HSS9X5X5/8 0.00 0.00 0.03 0.04 181 0.05 Axial '46 HSS9X5X5I8 Mux Muy , Vux Vuy LC Interact. Fy Size kip-ft kip-ft kip kip ksi 7.67 -0.00 -4.16 0.00, . 33 0.16 (HI-lb) 46 HSS6X5X3/ Mux Muy Vux Vuy LC Interact. Fy ' Size kip-ft kip-ft kip .kip ksi 0.26 -0.00 -0.12 0.00 197 0.33 (Hi-la) 46 . HSS3X3X1/4 Fil RAM Code Check Summary M9 Frame14.07.01.01 . Page 9/13 S RAM DataBase: Villa 61-two story cross brace . 04/25/16 14:15:16 Building Code: IBC . Steel Code: AISC360-10 LRFD Brace Pu Mux Muy Vux Vuy LC Interact. Fy . Size 20 . 21.05 0.26 0.01 -0.12 -0.00 201 0.33 (Hi-la) 46. HSS3X3X1/4 Level: 4th Col. Pu Mux Muy Vux. Vuy LC Interact. Fy . Size # kip kip-ft kip-ft kip kip ksi 38 27.58 7.21 -0.13 -1.25 0.01 185 0.09 (HI-ib) 46 HSS9X5X5/8 39 27.58 -7.21 0.05 1.25 0.00 181 0.09 (H1-1b) 46 HSS9X5X5I8 Beam Pu Mux Muy Vux Vuy LC . . Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 47 -8.30 -5.74 -0.00 -3.57 -0.00 181 0.14 (HI-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux . Vuy LC . Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 23 45.13 -0.39 0.01 0.05 -0.00 . 185 0.70 (Hi-la) 46 HSS3X3XI/4 24 45.13 -0.39 -0.00 0.05 -0.00 181 0.70 (Hi-la) 46 HSS3X3X1I4 Level: 3rd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 38 127.46 -11.93 0.20 -2.08 0.03 185 .0.37 (Hi-la) 46 HSS9X5X5/8 • 39 127.46 11.93 -0.09 . 2.08 -0.01 181 0.37 (1-11-1a) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy . Size # kip kip-ft kip-ft kip kip ksi 47 -0.00 -11.70 0.00 6.83 0.00 185 0.25 (HI-1b) 46 FISS6X5X3/8 Brace Pu Mux Muy Vux Vuy . LC Interact. Fy Size # kip kip-ft kip.-ft kip kip ksi 23 57.98 0.70 -0.01 -0.11 0.00 181 0.78 (Hi-la) 46 HSS3X3X5/16 24 57.98 0.70 -0.00 -0.11 0.00 185 0.78 (HI-la) 46 HSS3X3X5/16 Level: 2nd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip . ksi 38 132.38 -2.35 0.17 0.03 -0.19 185 0.31 (HI-la) 46 HSS9X5X5/8 39 132.38 2.35 -0.13 0.05 -0.18 181 0.31 (HI-1a) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 47 -1.09 -8.47 -0.00 -4.32 -0.00 181 0.18 (HI-lb) 46 HSS6X5X3I8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip . kip-ft kip-ft kip .kip ksi 23 . 62.82 0.64 -0.02 -0.12 0.00 185 0.83 (Hi-la) . 46 HSS3X3X5/16 24 62.82 0.64 -0.02 -0.12 0.00. 181 0.83 (H11a) 46 HSS3X3X5/16 Frame #7: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 31 26.70 -3.58 0.44 -0.38 0.03 184 0.06 (HI-lb) 46 HSS9X5X5/8 V Code Check Summary M10 RAM Frame 14.07.01.01 Page 10/13 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:15: Building Code: [BC Steel Code: AISC360-10 LRF Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 34 26.92 3.48 -0.46 -0.38 0.03 188 0.06 (HI-lb) 46 HSS9X5X5/8 Beam Pu - Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 38 -0.00 -0.51 0.00 . 0.17 0.00 184 0.01 (HI-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 27 27.08 0.58 -0.04 -0.11 0.00 196 0.45 (Hi-la) 46 HSS3X3X1/4 28 28.04 0.59. -0.01 0.11 : -0.00 184 0.46 (Hi-la) 46 HSS3X3XI/4 Level: 4th Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 44 . 29.76 4.34 0.36 -0.73 -0.02 184 0.07 (HI-1b) 46 HSS9X5X5/8 47 31.72 -4.14 -0.54 -0.73 -0.05 180 0.07 (HI-lb) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 54 2.06 7.08 -0.01 3.10 0.00 184 0.15 (H1-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip .ksi 0 35 35.39 -0.42 -0.02 0.06 0.00 184 0.55 (HI-1a) 46.'HSS3X3X1/4 36 34.66 -0.40 -0.03 -0.06 -0.00 196 0.54 (Hi-la) 46 HSS3X3X1/4 Level: 3rd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size ,kip kip-ft kip-ft kip kip ksi 44 104.44 -11.72 -0.64 -2.03 -0.07 184 . 0.32 (Hi-la) 46 HSS9X5X5/8 47 106.46 11.61 0.88 -2.03 -0.11 180 0.33 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux .Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 54 0.00 10.02 0.00 3.82 0.00 184 0.21 (HI-1b) 46 . HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC . Interact. Fy Size kip . kip-ft kip-ft kip . kip ksi 35 38.59 0.77 0.03 . -0.11 -0.00 196 0.63 (HI-1a) 46 HSS3X3X1/4 36 39.49 . 0.77 0.05 0.11 0.00 184 0.65 (Hi-la) 46 HSS3X3X1/4 Level: 2nd Col. Pu Mux . Muy Vux Vuy LC . Interact. Fy. Size # . kip kip-ft kip-ft kip kip ksi 44 109.14 0.30 -0.76 0.01 0.25 184 0.25 (HI-1a) 46 HSS9X5X5/8 47 113.04 -0.25 0.82 0.01 0.25 180 0.26 (Hi-la) 46 . HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Siz # kip kip-ft kip-ft kip kip ksi 54 3.98 10.81 . 0.01 4.73 0.00 184 0.23 (HI-1b) 46 HSS6X5X3/8 Code Check Summary Mu RAM Frame 14 .07.01.01 Page 11/13 S RAM DataBase: Villa 6l-two story cross brace 04/25/16 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 35 53.22 0.83 0.09 0.16 0.01 184 0.85 (HI-1a) 46 HSS3X3X1/4 36 53.21 0.83 0.10 -0.16 -0.01 180 0.85 (Hi-la) 46 HSS3X3XI/4 Frame #8:. Level: Roof . Cot. Pu . Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 39. 24.71 0.00 0.00 -0.11 -0.03 185 . 0.06 Axial 46 HSS9X5X5/8 40 2471 0.00 0.00 0.11 0.03 181 0.06 Axial 46 HSS9X5X5/8 Beam . Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip 47 0.00 5.21 -0.00 -2.82 . 0.00 . 33 0.11 (HI-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 21 23.70 0.34 -0.00 -0.11 0.00 197 0.38 (Hi-la) 46 HSS3X3X1/4 22 23.70 0.34 0.01 -0.11 -0.00 201 0.38 (Hi-la). 46 . HSS3X3X1/4 Level: 4th Col. Pu Mix Muy Vux Vuy LC Interact. Fy Size • kip kip-ft kip-ft kip kip ksi 53 29.53 . 8.10 -0.13 -1.37 0.01 185 . 0.10 (H1-lb) 46 HSS9X5X5/8 54 29.53 -8.10 0.05 1.37 0.00 181 0.09 (H1-lb) 46 HSS9X5X5/8 Beam . Pu Mux . Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi ' 65 -9.56 -6.43 -0.00 -3.69 -0.00 181 0.15 (HI-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC . Interact Fy Size # kip kip-ft kip-ft kip . kip ksi 25 51.17 -0.44 0.01 0.06 -0.00 185 0.79 (1-11-1a) 46 HSS3X3X1/4 26 51.17 -0.44 . -0.00 0.06 -0.00 181 0.79 (Hi-la) 46 HSS3X3X1/4 Level: 3rd Cot. Pu Mux Muy Vux Vuy LC Interact. Fy . . Size # kip kip-ft kip-ft kip kip ksi 53 143.11 -14.46 0.21 -2.47 0.03 185 0.42 (Hi-la) - 46 HSS9X5X5/8 54 143.10 14.46 -0.08 2.47 -0.01 181 0.42 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy .' Size # kip kip-ft. kip-ft kip kip . ksi 65 0.00 -13.11 0.00 7.07 0.00 185 0.28 (HI-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC . Interact. Fy Size kip kip-ft kip-ft kip kip ksi S 25 66.73 0.77 -0.01 -0.12 0.00 181 0.89 (Hi-la) 46 HSS3X3X5/16 26 66.74 0.77 -0.00 -0.12 0.00 185 0.89 (HI-1a) 46 HSS3X3X5/16 I RAM DataBase: RAM Frame Building 14.07.0 1.01 Villa 61-two Code: ,IBC story cross Code Check brace Summary Steel Code: M12 Page 12/13 04/25/16 14:15: AISC360-10 LRF Level: 2nd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 53. 149.12 -2.03 0.17 0.12 -0.19 185 0.35 (Hi-la) 46 HSS9X5X5/8 54 149.12 2.03 -0.13 0.13 -0.18 181 0.35 (Hi-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy .LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 65 -10.81 -11.03 0.02 -5.51 -0.01 185 0.20 (HI-1b) 46 HSS6X5X1/2 Brace Pu Mux 'Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 25 97.36 1.87 -0.06 -0.34 0.01 .185 0.80 (Hi-la) 46 HSS4X4X5/16 26 97.36 1.87 -0.05 -0.34 0.00 181 0.80 (HI-1a) 46 HSS4X4X5/16 Frame #9: Level: 4th Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 59 41.02 0.00 0.00 -0.00 0.09 183 0.09 Axial 46 HSS9X5X5/8 62 43.59 0.00 0.00 -0.00 0.09 179 0.10 Axial 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft . kip-ft kip kip . ksi 71 0.00 7.17 0.00 3.90 0.00 31 0.15 (Hi-ib) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size • kip kip-ft kip-ft kip kip ksi 39 40.39 0.62 -0.03. -0.15 0.00 195 0.65 (Hi-la) 46 HSS3X3XI/4 40 42.74 0.54 0.00 -0.15 -0.00 183 0.68 (Hi-la) . 46 HSS3X3X1/4 Level: 3rd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip . . ksi 59 43.98 -9.23 -1.20 -1.79 -0.10 184 0.13 (Hi-ib) 46 HSS9X5X5/8 62 51.35 9.04 1.50 1.74 0.13 180 0.14 (HI-ib) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 71 . -5.36 -8.54 -0.01 3.46 0.01 183 0.19 (HI-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip-ft kip-ft kip kip ksi 39 58.20 -0.58 -0.00 0.09 0.00 183 0.91 (HI-1a) 46 HSS3X3X1/4 40 56.61 -0.55 -0.02 0.08 0.01 179 0.88 (Hi-la) 46 HSS3X3XI/4 Level: 2nd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Siz # kip kip-ft kip-ft kip kip ksi 59 138.14 0.21 -0.87 -0.10 0.28 183 0.32 (HI-la) 46 HSS9X5X5/8 62 147.36 -0.16 0.94 0.08 0.28 179 0.34 (Hi-la) 46 HSS9X5X5/8 IWIc.I Code Check Summary RAM Frame 14.07.01.01 . RAM DataBase: Villa 61-two story cross brace Building Code: IBC Beam Pu Mux Muy Vux kip kip-ft kip-ft kip 71 -0.00 -9.25 -0.00 3.72 Brace Pu Mux Muy Vux # kip kip-ft kip-ft kip 39 39.89 0.44 0.09 -0.06 40 41.45 0.44 0.10 -0.06 M13 Page 13/13 04/25/16 14:15:16 Steel Code: AISC360-10 LRFD Interact. Fy Size ksi 0.19 (HI-1b) 46 HSS6X5X3/8 Interact. Fy Size ksi 0.63 (Hi-la) 46 HSS3X3X1/4 0.66 (Hi-la) 46 HSS3X3X1/4 Vuy LC kip 0.00 183 Vuy LC kip -0.01 179 -0.01 183 Reducible Consider with Combinations containing only gravity loads 0.500 0.835 1.000 1.000 RAMUSER RAMUSER RAMUSER EQASCE7 10_X_+E_F EQASCE7IO_X_-E_F EQASCE7 10_Y_+E_F EQASCE71O_Y_-E_F S Frame Reaction Envelope RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC NI 04/25/16 14:15:S CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0 100 GeometryTolerance (in): 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors rb= 1.00 LOAD COMBINATION CRITERIA: Roof Live Load: Notional Loads Live Load factor fl (0.5 or 1.0) Sds (forEv) RhoX RhoY LOAD CASE DEFINITIONS: D DeadLoad Lp PosLiveLoad Rfp PosRoofLiveLoad El Seismic E2 Seismic E3 Seismic E4 Seismic LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.400D 2 * 1.200 D + 1.600 Lp + 0.500 Mi, 3 * 1.200 D + 1.600 Lp 4 * 1.200 D + 0.500 Lp + 1.600Rfp 5 * 1.200 D+ 1.600 Rfi, 6 * 1.367 D + 0.500 Lp + 1.000 El 7 * 1.367 D + 0.500 Lp + 1.000 E2 8 * 1.367D+0.500Lp+1.000E3 9 * 1.367D+0.500Lp+1.000E4 10 * 1.367D+0.500Lp-1.000E1 11 * 1.367 D + 0.500 Lp - 1.000 E2 12 * 1.367D+0.500Lp-1.000E3 13 * 1*.367D+0.500Lp- 1.000E4 14 * 1.367D+1.000E1 15 * 1.367D+1.000E2 16 * 1.367 D + 1.000 E3 17 * 1.367D+1.000E4 18 * 1.367D-1.000E1 19 * 1.367D-1.000E2 20 * 1.367D-1.000E3 21 * 1.367D-1.000E4 22 * 0.733 D + 1.000 El 0 F Frame Reaction Envelope RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC 23 * 0.733 D + 1.000 E2 24 * 0.733 D + 1.000 E3 25 * 0.733 D + 1.000 E4 26 * 0.733 D - 1.000 El 27 * 0.733 D - 1.000 E2 28 * 0.733 D - 1.000 E3 29 * 0.733 D - 1.000 E4 LOAD COMBINATIONS: User Specified 30 * 1.400D 31 * 1.200 D + 1.600 Lp + 0.500 Rfp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600Rf 34 * 1.200D+1.600Rf, 179 * 1.367D+0.500Lp+1.000E1 180 * 1.367 D + 0.500 Lp + 1.000 E2 181 * 1.367.D + 0.500 Lp + 1.000 E3 182 * 1.367 D + 0.500 Lp + 1.000 E4 183 * 1.367D+0.500Lp-1.000E1 184 * 1.367D+0.500Lp-1.000E2 185 * 1.367 D + 0.500 Lp - 1.000 E3 186 1.367D+0.500Lp-1.000E4 187 * 1.367D+1.000E1 188 * 1.367 D + 1.000 E2 189 * 1.367 D + 1.000 E3 190 * 1.367 D + 1.000 E4 191 * 1.367D-1.000E1 192 * 1.367D-1.000E2 193 * 1.367D-1.000E3 194 * 1.367D-1.000E4 195 * 0.733.D+1.000E1 196 * 0.733D±1.000.E2 197 * 0.733 D + 1.000 E3 198 * 0.733 D + 1.000 E4 199 * 0.733 D - 1.000 El 200 0.733 D - 1.000 E2 201 * 0.733 D - 1.000 E3 202 * 0.733 D - 1.000 E4 367 * 1.367 D + 0.500 Lp + 1.000 El 368 * 1.367 D + 0.500 Lp + 1.000 E2 369 * 1.367 D + 0.500 Lp + 1.000E3 370 * 1.367 D + 0.500 Lp + 1.000E4 371 * 1.367D+0.500Lp-1.000E1 372 * 1.367 D + 0.500 Lp - 1.000E2 373 * 1.367 D + 0.500 Lp - 1.000 E3 374 * 1.367D+0.500Lp-1.000E4 375 * 1.367D+1.000E1 376 * 1.367 D + 1.000 E2 377 * 1.367 D + 1.000 E3 378 * 1.367 D + 1.000 E4 379 * 1.367D-1.000E1 380 * 1.367D-1.000E2 • 381 * 1.367D-1.000E3 382 * 1.367D-1.000E4 383 * 0.733 D + 1.000 El N2 Page 2/5 04/25/16 14:15:16 RAM DataBase: RAM Frame 14.07.01.01 Villa 61-two story Building Code: IBC Frame cross brace Reaction Envelope 384 * 0.733 D + 1.000 E2 385 * 0.733 D + 1.000 E3 386 * 0.733 D + 1.000 E4 387 * 0.733D-1.000E1 388 * 0.733 D - 1.000 E2 389 * 0.733D-1.000E3 390 * 0.733 D- 1.000 E4 * = Load combination currently selected to use . REACTION MAXIMA AND MINIMA: Frame #1: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 85 Max: 0.19 0.29 147.36 0.00 0.00 0.18 LC: 3 9 10 1 1 27 Mm: -0.05 -0.29 -125.60 0.00 0.00 -0.18 • LC: 26 29 22 1 1 7 86 Max: 28.71 0.08 7.54 0.78 0.91 0.01 LC: 26 13 3 25 10 27 Mm: -29.45 -0.08 0.93 -0.78 -0.91 -0.01 LC: 6 25 22 13 22 7. 87 Max: 0.05 0.28 138.14 0.00 0.00 0.18 LC: 22 9 6 1 1 27 Mm: -0.21 -0.28 -128.51 0.00 0.00 -0.18 LC: 2 29 26 1 1 7 Frame #2: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 88 Max: 0.02 36.19 239.39 1.90 1.44 0.24 LC: 23 13 13 9 27 6 Mm: -0.02 -34.39 -218.21 -1.88 -1.44 -0.24 LC: 11 25 25 29 7 26 89 Max: 0.02 34.39 239.39 . 1.88 1.39 0.56 LC: 23 29 9 25 27 27 Mm: -0.02 -36.19 -218.21 -1.90. -1.39 -0.56 LC: 11 9 29 13 7 7. N3 Page 3/5 04/25/16 14:15:1S 0 Frame #3: Node Rx Ry Rz Mxx Myy. Tzz kips kips kips kip-ft kip-ft kip-ft 90 Max: . 15.44 0.03 163.95 0.36 0.83 0.17 LC: .11 13 11 25 27 27 Mm: -15.28 -0.03 -156.66 -0.36 -0.84 -0.17 LC: .23 25 23 13 7 . 7 91 Max: 15.30 0.23 160.05 0.35 0.83 0.20 LC: 27 9 7 25 27 27 Mm: -15.47 -0.23 -157.85 -0.35 -0.83 -0.20 LC: 7 29 27 13 7 7 Vi Frame Reaction Envelope RAM Frame 14.07.01.01 S RAM DataBase: Villa 61-two story cross brace Building Code: IBC Frame #4: . Node Rx Ry Rz Mxx Myy Tzz. kips kips kips kip-ft kip-ft kip-ft 94 Max: 43.27 0.11 228.33 1.09 2.20 0.34. LC: 10 8 10 25 26 28 Mm: -42.27 -0.11 -217.30 -1.09 -2:20 -0.34 LC: 22 28 22 13 6 8 95 Max: 42.27 0.11 228.33 1.09 2.20 0.34 LC: 26 25 6 8 10 25 Mm: -43.27 -0.11 -217.30 -1.09 -2.20 -0.34 LC: 6 13 26 28 22 13 Frame #5: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 92 Max: 0.12 23.18 190.68 0.65 0.55 0.08 LC: 23 13 13 9 27 12 Mm: -0.12 -21.56 -168.56 -0.65 -0.55 -0.08 LC: 11 25 25 29 7 24 93 Max: 0.11 21.56 190.68 0.65 0.54 0.33 LC: 23 29 9 25 27 27 Mm: LC: -0.11 11 -23.18 9 -168.56 29 -0.65 13 -0.54 7 -0.33 7 Frame #6: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 96 Max: 0.12 23.20 190.67 0.66 0.55 0.08 LC: 23 12 12 8 27 12 Mm: -0.12 -21:58 -168.55 -0.65 -0.55 -0.08 LC: 11 24 24 28 7 24 97 Max: 0.11 21.58 190.67 0.65 0.54 0.33 LC: 23 28 8 24 27 27 Mm: -0.11 -23:20 -168.55 -0.66 -0.54 -0.33 LC: 11 8 28 12 7 7 Frame #7: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 98 Max: 15.47 0.21 160.06 0.38 0.83 0.20 LC: 11 24 11 8 11 27 Mm: -15.30 -0.21 -157.86 -0.38 -0.83 4.20 LC: 23 12 23 28 23 7 99 Max: 15.30 0.21 163.96 0.39 0.84 0.17 LC: 27 24 7 8 11 27 Mm: LC: -15.46 7 -0.21 12 -156.68 .27 -0.39 28 -0.83 23 -0.17 7 Frame #8: LI N4 Page 4/5 04/25/16 14:15:16 RAM DataBase: RAM Frame 14.07.01.01 Villa 61-two story Building Code: IBC Frame cross brace Reaction Envelope N5 Page 5/5 04/25/16 14:15: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 100 Max: 0.02 36.26 239.39 1.90 1.44 0.24 LC: 23 12 12 8 27 6 Mm: -0.02 -34.46 -218.22 -1.88 -1.44 -0.24 LC: 11 24 24 28 7 26 101 Max: 0.02 34.46 239.39 1.88 1.39 0.56 LC: 23 28 . 8 24 27 27 Mm: -0.02 -36.26 -218.22 -1.90 -1.39 -0.56 LC: 11 .8 28 12 7 7 Frame #9: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft 'kip-ft kip-ft 102 Max: 0.20 0.28 138.14 0.00 . 0.00 0.18 LC: 3 24 10 . 1. 1 27 Mm: -0.05 -0.28 -128.51 0.00 0.00 -0.18 LC: 26 12 22 1 1 7 103 Max: 29.45 0.09 7.54 0.79 0.91 . 0.01 LC: 10 28 2 8 26. 27 Mm: -28.71 -0.09 0.93 -0.79 -0.91 -0.01 LC: . 22 8 22 28 6 7 104 Max: 0.05 0.28 147.36 0.00 0.00 0.18 LC: 22 24 6 1 1 27 Mm: -0.19 -0.28 -125.60 0.00 0.00 -0.18 LC: . 2 12 26 1 .1 7 0 AF, RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two storycross brace Building Code: IBC Steel Codeck Criteria 01 04/25/16 14:17:52 MEMBER CODE CHECK CRITERIA - GLOBAL: Sidesway: Unbraced K-Factor: Columns Kx: Nomograph Ky: 1.000 Compression Flange Bracing: Columns: Deck Braces Column Knee Brace Does Not Brace Column Max Angle for which Beam Braces Column: 60.00 deg Beams / Horiz Braces: Top Flange Continuously Braced Bottom Flange Not Continuously Braced Do Not Consider Point of Inflection as Brace Point Column,Design Moments: Percent of Gravity Load Moments to include in design of steel columns: Dead Load: 100.00% Live Load: 100.00% Roof Load: 100.00% MEMBER CODE CHECK CRITERIA - ASSIGNED Frame #1: Level: 4th Steel Column: Beams Braces 1.000 0.650 1.000 0.650 # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 3 Global Global Global Global Global Global Global SCBF-V 5 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 5 Global Global Global Global Global Global Global N SCBF FII RAM Steel Code Check Criteria 02 Frame14.07.01.01 Page 2/18 RAM DataBase: Villa 617two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Brace: K-Factor Unbraced Length Frame .Type Kx Ky Lx Ly Lby S 37 Global Global Global Global Global SCBF-V 38 Global Global Global Global Global SCBF-V Level: 3rd Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 3 Global Global Global Global Global Global Global SCBF-V 5 Global Global Global Global Global Global Global SCBF-V Steel Beam: . # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 5 Global Global Global Global Global Global Global N SCBF-V Steel Brace: K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 37 Global Global Global Global Global SCBF-V 38 Global Global Global Global Global SCBF-V Level: 2nd. 5 Steel Column: S K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 3 Global Global Global Global Global Global Global SCBF-V 5 Global Global Global Global Global Global Global SCBF-V Steel Beam: S K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 5 Global Global Global Global Global Global Global N SCBF Steel Brace: . . S . S. . S. . .'.•• Week V Steel Cod Criteria 03 RAM Frame 14.07.01.01 V Page 3/1S RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC V # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 37 Global Global Global Global Global SCBF-V 38 Global Global Global Global Global SCBF-V Frame #2: Level: Roof . Steel Column: K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby V 3 Global Global Global Global Global Global Global SCBF-V 4 Global Global Global Global Global Global Global SCBF-V V Steel Beam: . V K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby V 4 Global Global Global Global Global Global Global N SCBF Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby . 15 Global Global Global Global Global SCBF-V 16 Global Global Global Global Global SCBF-V Level: 4th . . . Steel Column: K-Factor Flange Bracing Unbraced Length V Frame Type Kx Ky Major Minor Lx Ly Lby 9 Global Global V Global Global Global Global Global SCBF-V V 10 Global Global Global Global Global. Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame V V Type. Kx Ky Major V Minor Lx Ly Lby . V 12 Global Global Global Global V Global Global Global .N SCBF-V Steel Brace: V V FiI RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Code Check Criteria 04 Page 4/18 04/25/16 14:17:52 K-Factor Unbraced Length Frame Type Kx Ky. Lx Ly Lby 19 ' Global Global Global Global Global SCBF-V 20 Global Global Global Global Global ' SCBF-V Level: 3rd Steel Column: . K-Factor Flange Bracing Unbraced Length - Frame Type Kx Ky Major Minor Lx Ly Lby 9 Global Global Global Global Global Global Global SCBF-V 10 Global Global Global Global 'Global Global Global SCBF-V Steel Beam: K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 12 Global Global 'Global Global Global Global Global N SCBF Steel Brace: # K-Factor ' Unbraced Length Frame , Type Kx Ky Lx Ly Lby . 19 Global Global Global Global Global SCBF-V 20 Global Global Global Global Global 'SCBF-V Level: 2nd Steel Column: # ' K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 9 Global Global Global Global Global Global , Global SCBF-V 10 Global Global Global Global Global , Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS ' 'Frame Type Kx Ky , Major , Minor Lx Ly Lby 12 Global Global Global Global Global Global Global N SCBF-V Steel Brace: .' # ' K-Factor Unbraced Length . Frame Type Kx Ky Lx Ly ' Lby 19 Global Global Global Global Global , SCBF-V .- Steel Beam: # K-Factor Flange Bracing Kx Ky Major Minor Lx 12 Global Global Global Global Glob Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 25 Global Global Global Global Global 26 Global Global Global Global Global Level: 4th Steel Column: - Unbraced Length RBS Frame Type Ly Lby Global Global N SCBF Frame Type SCBF-V SCBF-V Steel Codøeck Criteria RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC # K-Factor Unbraced Length Frame Type 20 Global Global Global Global Global SCBF-V Frame #3: Level: Roof Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby. 9 Global Global Global Global Global Global Global 12 Global Global Global Global Global Global Global Frame Type SCBF-V SCBF-V 1005 Page 5/18 04/25/16 14:17:52 # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 16 Global Global Global Global Global Global Global 20 Global Global Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 21 Global Global Global Global Global Global Global Steel Brace: # K-Factor - Unbraced Length Frame Type Kx Ky Lx Ly Lby 33 Global Global Global Global Global SCBF-V 34 Global Global Global Global Global SCBF-V Frame Type SCBF-V SCBF-V RBS Frame Type N SCBF-V FII RAM Steel Code Check Criteria Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Level: 3rd Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 16 Global Global Global Global Global Global Global SCBF-V 20 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 21 Global Global Global Global Global Global Global N SCBF Steel Brace: K-Factor Unbraced Length Frame Type Kx Ky Lx .Ly Lby 33 Global Global Global Global Global SCBF-V 34 Global Global Global Global Global SCBF-V Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 16 Global Global Global Global Global Global Global SCBF-V 20 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 21 Global Global Global Global Global Global Global N SCBF-V Steel Brace: K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 33 Global Global Global Global Global SCBF-V 34 Global Global Global Global Global SCBF-V Frame #4: 06 Page 6/18 04/25/16 14:17:52 RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC' Steel Cod*eck Criteria Q7 Page 7/18 04/25/16 14:17:52 Level: Roof Steel Column: K-Factor, Flange Bracing Unbraced Length , Frame Type Kx Ky Major Minor Lx Ly , Lby 20 Global Global Global Global Global Global Global SCBF-V 23 Global Global Global Global Global Global Global SCBF-V Steel Beam: K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 24 Global Global 'Global Global Global Global Global N SCBF Steel Brace: # K-Factor' Unbraced Length Frame Type Kx Ky Lx Ly Lby 23 Global Global Global Global ' Global SCBF-V 24 Global Global , Global Global Global SCBF-V Level: 4th Steel Column: # K-Factor Flange Bracing ' Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 30 Global Global Global Global Global Global' Global SCBF-V 34 Global , Global Global Global Global Global Global SCBF-V Steel Beam: Frame Type # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky , Major Minor ' Lx Ly Lby ' 37 , Global Global Global Global Global Global Global N SCBF-V, Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky ' Lx Ly Lby 29 Global , Global Global Global , Global SCBF-V 30 Global Global Global Global Global SCBF-V Level: 3rd ' Steel Column: ' Fi RAM Steel Code Check Criteria Frame 14 .07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 30 Global Global Global Global Global Global Global SCBF-V 34 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 37 Global Global Global Global Global Global Global N SCBF Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly .. Lby 27 Global Global . Global Global Global SCBF-V 28 Global Global Global Global Global SCBF-V Level: 2nd Steel Column: # K-Factor . Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx •Ly Lby 30 Global Global Global Global Global Global Global SCBF-V 34 Global. Global Global Global Global Global Global SCBF-V Steel Beam: . 08 Page 8/18 04/25/16 14:17:52 Frame Type K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 37 Global Global Global Global Global Global Global . N SCBF-V Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 29 Global Global Global Global Global SCBF-V 30 Global Global . Global Global Global SCBF-V Frame #5: Level: Roof . Steel Column: . . .. . Steel Codeck Criteria 09 RAM Frame 14.07.01.01 . . Page 9/18 RAM DataBase: Villa 6.1-two story cross brace 04/25/16 14:17:52 Building Code: IBC # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major . Minor Lx Ly Lby 15 Global Global Global Global Global Global Global SCBF-V 16 Global Global Global Global Global Global Global SCBF-V Steel Beam: . # •K-Factor Flange Bracing Unbraced Length . RBS Frame Type Kx Ky Major Minor Lx Ly Lby 19 Global Global Global Global Global Global Global N SCBF Steel Brace: # K-Factor . Unbraced Length Frame Type Kx Ky . Lx Ly Lby 17 Global . Global . Global Global Global SCBF-V 18 Global Global Global Global Global SçBF-V Level: 4th- Steel Column: # K-Factor Flange Bracing Unbraced Length . .- Frame Type Kx Ky Major Minor Lx -Ly. - Lby 23 Global Global Global Global.- - Global Global Global SCBF-V 24 Global Global- - - Giobal Global Global Global Global SCBF-V - -- Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky . Major Minor Lx Ly Lby 29 Global Global Global Global Global Global Global N SCBF-V Steel Brace: # - K-Factor Kx Ky. 21 Global Global 22 Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 23 Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Frame Type SCBF-V SCBF-V Frame Type SCBF-V Flange Bracing Unbraced Length Major Minor Lx Ly Lby Global Global Global Global . Global # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly •Lby 21 Global Global Global Global Global SCBF-V 22 Global Global Global GlobJ Global SCBF-V Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major . Minor Lx Ly Lby 23 Global Global Global Global Global Global Global 24 Global Global Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 29 Global Global Global Global Global Global Global Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 21 Global Global Global Global Global SCBF-V 22 Global Global Global Global Global SCBF-V Frame #6:. Level: Roof Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky • Major Minor Lx . Ly Lby 27 Global Global Global Global Global Global Global • 28 Global Global Global Global Global Global Global • . N Frame Type SCBF-V SCBF-V RBS SCBF-V Frame Type Frame Type SCBF-V SCBF-V j Steel Code Check Criteria FiI RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC K-Factor Flange Bracing •Unbraced Length 24 Global Global Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 29 Global Global Global Global Global Global Global Steel Brace: Frame Type SCBF-V RBS Frame Type N SCBF 010 Page 1.0/18 04/25/16 14:17:52 011 Page 11/18 04/25/16 14:17:52 V Steel Cod*eck Criteria RAM Frame 14.07.01.01 RAMI DataBase: Villa 61-two story cross brace Building Code: IBC Steel Beam: K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 33 Global Global Global Global Global Global Global N . SCBF Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx •Ly Lby 19 Global Global Global Global Global SCBF-V 20 Global Global Global Global Global SCBF-V Level: 4th . . Steel Column: K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 38 Global Global Global Global Global Global Global SCBF-V 39 Global Global Global Global Global Global Global SCBF-V Steel Beam: K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 47 Global Global Global Global Global Global Global N SCBF-V Steel Brace: . # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 23 Global. Global Global Global Global SCBF-V 24 Global Global Global Global. Global SCBF-V Level: 3rd . Steel Column: . # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 38 Global Global Global Global Global Global Global SCBF-V 39 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 47 Global Global Global Global Global Global Global. N Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 23 Global Global Global Global Global SCBF-V 24 Global Global Global Global Global SCBF-V Level': 2nd - Steel Column: Frame Type SCBF FII RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Code Check Criteria 012 Page 12/18 04/25/16 14:17:52 #. K-Factor Flange Bracing Unbraced Length . Frame Type - Kx Ky Major Minor Lx Ly Lby 38 Global Global Global Global Global Global Global SCBF-V 39 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing ' Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 47 Global Global Global Global Global Global Global N Steel Brace: # K-Factor Unbraced Length. Frame Type Kx Ky Lx Ly Lby 23 Global Global Global Global Global SCBF-V 24 Global Global Global Global Global SCBF-V Frame #7: Level: Roof Steel Column: # K-Factor ' Flange Bracing Unbraced Length Kx Ky Major Minor Lx : Ly' Lby 31 Global Global' Global Global Global Global Global 34 Global Global Global Global Global Global Global Steel Beam: - ._ . . Frame Type SCBF-V SCBF-V Frame Type SCBF-V - RBS Frame Type N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type 013 Page 13/18 04/25/16 14:17:52 Unbraced Length Lx Ly Lby Global Global Global Global Global Global Frame Type SCBF-Y SCBF-V Flange Bracing Major Minor Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global FFA, RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC K-Factor Flange Bracing Kx Ky Major Minor 38 Global Global Global Global Steel Brace: K-Factor Kx Ky 27 Global Global 28 Global Global Level: 4th Steel Column: # K-Factor Kx Ky 44 Global Global 47 Global Global Steel Beam: # K-Factor. Kx Ky Major Minor Lx 54 Global Global Global Global Global Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 35 Global Global Global Global Global 36 Global Global Global Global Global Level: 3rd . Steel Column: Flange Bracing Unbraced Length Ly Lby Global Global Frame Type SCBF-V SCBF-V Steel Codeck Criteria Unbraced Length Lx Ly Lby Global Global Global # K-Factor Flange Bracing Unbraced Length Kx Ky . Major Minor Lx Ly Lby 44 Global Global Global Global Global Global Global 47 Global Global Global Global Global Global Global Steel Beam: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly. Lby Frame Type SCBF-V SCBF-V RBS Frame Type FiIRAM Steel Code Check Criteria 014 Frame 14.07.01.01 Page 14/18 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC # K-Factor Flange Bracing Unbraced Length RBS Frame Type 54 Global Global Global Global Global Global Global N SCBF Steel Brace: - # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 35 Global Global Global Global Global SCBF-V 36 Global Global Global Global Global SCBF-V Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 44 Global Global Global Global Global Global Global SCBF-V 47 Global .Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 54 Global Global Global Global Global Global Global N SCBF-V Steel Brace: # K-Factor Kx Ky 35 Global Global 36 Global Global - Frame #8: Level: Roof Steel Column: # K-Factor Kx Ky 39 Global Global 40 Global Global Steel Beam: # K-Factor Kx Ky Unbraced Length Lx Ly Lby Global Global Global Global Global Global Frame Type SCBF-V SCBF-V Frame Type Flange Bracing Unbraced Length Frame Type Major Minor Lx Ly Lby Global Global Global Global Global SCBF-V Global Global Global Global Global SCBF-V Flange Bracing Unbraced Length RBS Major Minor Lx Ly Lby 0 RAM Frame 14.07.0 1.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC K-Factor . Flange Bracing. 47 Global Global Global Global Steel Brace: Steel Codeck Criteria Unbraced Length Global Global Global RBS . Frame. Type N SCBF 0015 Page 15/18 04/25/16 14:17:52 # K-Factor Unbraced Length . Frame Type Kx Ky Lx Ly .Lby 21 Global Global Global Global Global SCBF-V 22 Global Global Global Global Global SCBF-V Level: 4th Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major , Minor Lx Ly Lby 53 Global Global 'Global Global Global Global Global SCBF-V 54 'Global Global , Global Global Global Global Global SCBF-V Steel Beam: K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly ' ' Lby 65 Global Global , Global Global Global ' Global Global N ' SCBF-V Steel Brace: • ' . # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 25 Global Global Global Global Global SCBF-V 26 Global Global Global Global Global SCBF-V Level: 3rd • Steel Column: . • K-Factor Flange Bracing . • Unbraced Length • Frame Type Kx Ky Major Minor Lx Ly Lby 53 Global Global Global Global Global Global Global SCBF-V 54 Global Global Global Global Global Global Global ' SCBF-V Steel Beam: # K-Factor . Flange Bracing Unbraced Length RBS • Kx Ky Major Minor Lx Ly Lby 65 Global Global Global Global Global Global Global N SCBF Frame Type Frame Type FII RAM Steel Code Check Criteria Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 25 Global Global Global Global Global SCBF-V 26 Global Global Global Global Global SCBF-V Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 53 Global Global Global Global Global Global Global SCBF-V 54 Global Global Global Global Global Global. Global SCBF-V Steel Beam: - # K-Factor Flange Bracing - Unbraced Length - RBS Frame Type Kx Ky Major Minor Lx Ly Lby 65 Global Global Global Global Global Global Global N SCBF-V Steel Brace: # K-Factor ' Unbraced Length Frame Type Kx Ky Lx Ly Lby 25 Global Global Global ' Global Global SCBF-V' 26 Global Global Global Global Global SCBF-V Frame #9: - Level: 4th - Steel Column: # K-Factor - Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 59 Global Global Global Global Global Global Global SCBF-V 62 Global - Global - Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing - Unbraced Length - RBS- - Frame Type Kx Ky Major Minor Lx - Ly Lby 71 Global Global Global - 'Global Global Global Global N SCBF Steel Brace: . . 016 Page 16/18 04/25/16 14:17:52 RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code: IBC Steel CodWeck Criteria . 1001 7 - Page 17/18 04/25/16 14:17:52 K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 39 Global Global Global Global Global SCBF-V 40 Global Global Global Global Global SCBF-V Level: 3rd Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx Ky Major Minor Lx Ly Lby 59 Global Global Global Global Global Global Global SCBF-V 62 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 71 Global Global Global Global Global Global Global N SCBF-V Steel Brace: K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 39 Global Global Global Global Global SCBF-V 40 Global Global Global Global Global SCBF-V Level: 2nd - Steel Column: # K-Factor Flange Bracing Unbraced Length Frame Type Kx, Ky Major Minor Lx Ly Lby 59 Global Global Global Global Global Global Global SCBF-V 62 Global Global Global Global Global Global Global SCBF-V Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Frame Type Kx Ky Major Minor Lx Ly Lby 71 Global Global Global Global Global Global Global . N SCBF Steel Brace: # K-Factor Unbraced Length Frame Type Kx Ky Lx Ly Lby 39 Global Global Global Global Global SCBF-V Fil RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace Building Code:- 113C Steel Code Check Criteria Page 18/18 04/25/16 14:17:52 K-Factor Unbraced Length Frame Type 40 Global Global Global Global Global • SCBF-V JOINT CODE CHECK CRITERIA Material Properties Web plate Fy (ksi): 3600 Stiffner plate Fy (ksi): 36.00 Geometry Maximum angle between a beam and column to assume the beam frames into column flange: 45.0 One diagonal stiffener designed if the difference in beam depths at a joint is 4.00 less than (in): Optimization Stffners Optimize each stiffner at joint Minimum Thickness: Per Code Minimum Width: Max Beam Flange Width at Joint Thickness Increment (in): 0.125 Width Increment (in): 0.125 Clip (cope) dimension (in): 0.750 Web Plates Maximum Thickness: Same as Column Web Minimum Thickness (in): 0.250 Thickness Increment (in): 0.125 CJP groove weld plate to column. No web plate plug weld. . . . Load Combinations . RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace P1 04/25/16 14:17:52 LOAD COMBINATION CRITERIA: Roof Live Load: Reducible Notional Loads Do Not Include in any Combinations Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 0.835 Omega_o 2.000 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQASCE710_X_+E_F E2 Seismic EQASCE71O_X_-E_F E3 Seismic EQASCE710_Y_+EF E4 Seismic EQA5CE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.367 D + 0.500 Lp + 2.000 El 2 * 1.367 D + 0.500 Lp + 2.000 E2 3 * 1.367D+0.500Lp+2.000E3 4 * 1.367D±0.500Lp+2.000E4 5 * 1.367 D + 0.500 Lp - 2.000 El 6 * 1.367D+0.500Lp-2.000E2 7 * 1.367 D +0.500 Lp - 2.000 E3 8 * 1.367 D + 0.500 Lp - 2.000 E4 9 * 1.367 D + 2.000 El 10 * 1.367 D + 2.000 E2 11 * 1.367 D + 2.000 E3 12 * 1.367D+2.000E4 13 * 1.367D-2.000E1 14 * 1.367 D - 2.000 E2 15 * 1.367 D - 2.000 E3 16 * 1.367 D - 2.000 E4 17 * 0.733 D + 2.000 El 18 * 0.733 D + 2.000 E2 19 * 0.733D±2.000E3 20 * 0.733 D + 2.000 E4 21 * 0.733 D - 2.000 El 22 * 0.733 D - 2.000 E2 23 * 0.733 D - 2.000 E3 24 * 0.733 D - 2.000 E4 * = Load combination currently selected to use Code checks requiring Emh use (+ 1.000 Emh) fOr LRFD and (+ 0.700 Emh) for ASD in a set of generated load combinations independent of the combinations shown above. 0 FiI Seismic Provisions Member Code Check Summary QI RAM Frame 14.07.01.01 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: A15C341-10 - LRF Frame #1: Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 3 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 5 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1. I Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 5 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 37 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 38 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing S Story:3rd Column: 3 Type: Special Concentric Brace Frame -Chevron L , Seismic Provisions Member Code Check Summary Q2 RAM Frame 14.07.01.01 Page 2/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC34I-10 - LRFD Size:HSS9X5X5/8 Fy (ksi): 46.00 DI.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl. 1 Highly Ductile) --- OK Criteria Use frame numbers to designate asingle line of bracing Story:3rd Column Size:HSS9X5X5/8 Fy (ksi): 46.00 D1•.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 5 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 37 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line f bracing Story:3rd Brace: 38 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl. 1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 3 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength OK D2.5b Column Splices - Required Strength F2.6d Column Splices Seismic Provisions Member Code Check Summary Q3 Fill RAM Frame 14.07.01.01 Page 3/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: A1SC341-10 - LRFNW F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 5 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Co!umn Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 5 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (131.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 37 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 38 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Seismic Provisions Member Code Check Summary Q4 RAM Frame 14.07.0 1.01 Page 4/34 RAM DataBase: Villa 6l -two story 'cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD Frame #2: Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 3 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 4 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.l Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 4 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (DI.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 15 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution -- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 16 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 9 Type: Special Concentric Brace Frame -Chevron V Seismic Provisions Member Code Check Summary Q5 RAM-Frame 14.07.01.01 Page 5/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 10 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.! Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 12 Type: Special Concentric Brace Frame -Chevron• Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (Dl.! Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 19 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (13I.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 9 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices FiIRAM Seismic Provisions Member Code Check Summary Q Frame 14.07.01.01 Page 6/34 S RAM DataBase: Villa 61 -two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC34 i-lb - LRFD F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 10 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.! Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 12 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D 1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing . Story:3rd Brace: 19 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria S Use frame numbers to designate a single line of bracing Story:3rd Brace: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 5 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(l) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 9 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.. 1 Highly Ductile) --- OK Criteria S Use frame numbers to designate a single line of bracing V Seismic Provisions Member Code Check Summary Q7 RAM Frame 14.07.01.01 Page 7/34 RAM DataBase:.Vi!!a 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Story:2nd Column: 10 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 12 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X1/2 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.l Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd. Brace: 19 Typei Special Concentric Brace Frame -Chevron Size:HSS4X4X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS4X4X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(l) Slenderness --- OK S Seismic Provisions Member Code Check Summary Q8 RAM Frame 14.07.01.01 . Page 8/34 S . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC . Steel Code: A15C341-10 - LRFD Frame #3: Criteria Use frame numbers to designate 'a single line of bracing Story:Roof Column: 9 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices. . . F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Column:-12 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 12 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof • Brace: 25 • Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1I4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 26 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK • F2.5 Bracing Members --- OK • F2.5a Basic Requirements (p1.1 Highly Ductile) --- OK • S F2.5b(1) Slenderness --- OK • • . Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 16 Type: Special Concentric Brace Frame -Chevron V Seismic Provisions Member Code Check Summary Q9 RAM Frame 14.07.01.01 Page 9/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength--- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 21 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 33 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 16 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices V Seismic Provisions Member Code Check Summary Q10 RAM Frame 14.07.01.01 Page 10/34 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl. 1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 21 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single, line of bracing . Story:3rd , Brace: 33 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution •--- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use, frame numbers to designate a single line of bracing Story:3rd . Brace: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (DI.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 16 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength . F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing V . Seismic Provisions Member Code Check Summary Q11 RAM Frame 14.07.01.01 Page 11/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Story:2nd Column: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 21 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 33 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK [1 , Seismic Provisions Member Code Check Summary Q12 RAM Frame 14.07.01.01 Page 12/34 . RAM DatBase Villa 61-two story cross brace S 04/25/16 14:17:52 Building Code: IBC Steel Code: A15C341-10 - LRFD Frame #4: Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 23 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl .1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 24 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (131.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 23 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements(D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK S S F2.5 Bracing Members OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 30 Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q13 RAM Frame 14.07.01.01 Page 13/34 9 RAM DataBase: Villa 61-two story cross brace , 04/25/16 i4:17: Building Code: IBC 'Steel Code: AISC34I-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00' D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength 172.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 37 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Addition'al Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 29 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 30 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 30 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 , D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices S VI Seismic Provisions Member Code Check Summary Q14 RAMFrame14.07.01.01 Page 14/34 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC34I-10 - LRFD F2.5a Basic Requirements (131.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.l Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 37 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing . Story:3rd Brace: 27 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 28 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness--- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 30 Type: Special Concentric. Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength . F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria . . Use frame numbers to designate a single line of bracing V Seismic Provisions Member Code Check Summary Q15 RAM Frame 14.07.01.01 Page 15/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:5 Building Code:IBC Steel Code: AISC341-10 - LRF Story:2nd Column: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.! Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 37 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK. Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 29 Type: Special Concentric Brace Frame -Chevron Size:HSS4X4X3/8 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131.1 Highly Ductile) --- OK F2.56(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 30 Type: Special Concentric Brace Frame -Chevron Size:HSS4X4X3/8 Fy (ksi): 36.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (DI. I HighlyDuctile) --- OK F2.5b(1) Slenderness --- OK 9 Seismic Provisions Member Code Check Summary Q16 RAM Frame 14.07.01.01 Page 16/34 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: A1SC341-10 - LRFD Frame #5: Criteria Use frame numbers to designate a single line of bracing Story:Roof Column; 15 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (131.1 Highly Ductile).--- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 16 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof .. Beam: 19 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 17 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl. I Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 18 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members -- OK F2.5a Basic Requirements (DI.1 Highly Ductile) ---OK F2.5b(l) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 23 Type: Special Concentric Brace Frame -Chevron . Seismic Provisions Member Code Check Summary Q17 RAM Frame 14.07.0 1.01 Page 17/34 RAMI DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: A15C341-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2-.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl. 1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 29 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 21 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 22 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 23 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices VI Seismic Provisions Member Code Check Summary Q18 RAM Frame 14.07.0 1.01 Page 18/34 . RAM DataBase: Villa61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 LRFD F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK S D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 HighlyDuctile) --- OK Criteria' Use frame numbers to designate a single line of bracing Story:3rd Beam: 29 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (Dl.! Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing . Story:3rd Brace: 21 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria > Use frame numbers to designate a single line of bracing Story:3rd • Brace: 22 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK S Criteria Use frame numbers to designate a single line of bracing Story:2nd • Column: 23 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 • D1.4a Required Strength --- OK • S S D2.5b Column Splices - Required Strength F2.6d Column Splices 172.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Seismic Provisions Member COde Check Summary Q19 RAM RAM Frame 14.07.01.01 DataBase: Villa 61-two story cross brace Building Code: IBC Page 19/34 04/25/16 14:17: Steel Code: AISC341-10 - LRF Story:2nd Column: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a RequiredStrength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5aBasic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 29 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional CheckRequired F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 21 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 22 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5II6 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl. I Highly Ductile) --- OK F2.5b(1) Slenderness --- OK 9 V Seismic Provisions Member Code Check Summary 'Q20 RAM Frame 14.07.0 1.01 Page 20/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD Frame #6: Criteria Use frame numbers to designate a single line of bracing Story:Roof- Column: 27 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 DI.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 28 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 33 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 'Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace 19 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3XI/4 Fy (ksi): 46.00 F2'.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3XI/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK , F2.5 Bracing Members --- OK . F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 38 Type: Special Concentric Brace Frame -Chevron V Seismic Provisions Member Code Check Summary Q21 RAM Frame -14.07.01 ' .O1 Page 21/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC34I-10 - LRF 0 Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 47 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check-Required F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 23 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (DI.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 38 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength OK D2.5b Column Splices - Required Strength F2.6d Column Splices S S VI Seismic Provisions Member Code Check Summary Q22 RAM Frame 14.07.01.01 Page 22/34 S RAM RAM Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC. Steel Code: AISC341-10 - LRFD F2.5a Basic. Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 47 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (Dl. 1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 23 Type: Special Concentric Brace Frame -Chevron Size;HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl.! Highly Ductile) ---OK F2.5b(i) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 38 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.61 Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing V ... Seismic Provisions Member Code Check Summary Q23 RAM Frame 14.07.01.01 Page 23/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF O, Story:2nd Column: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices . F2.5a Basic Requirements (DI.I Highly Ductile) --- OK Criteria Use frame numbers to designate .a single line of bracing Story:2nd Beam: 47 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V. and Inverted V- Braced Frames --- Additional Check. Required F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 23 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 24 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 . Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131 .1 Highly Ductile) --- OK F2.5b(l) Slenderness --- OK S r L Seismic Provisions Member Code Check Summary Q24 RAM Frame 14.07.01.01 Page 24/34 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD Frame #7: Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 31 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line.of bracing Story:Roof Column: 34 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 38 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 27 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(i) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 28 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK I.. Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 44 Type: Special Concentric Brace Frame -Chevron V Seismic Provisions Member Code Check Summary Q25 RAM Frame 14.07.01.01 Page 25/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 47 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1. 1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Beam: 54 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (131.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 35 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl. 1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 36 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK P2.5 Bracing Members --OK F2.5a Basic Requirements (13I.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 44 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices FORAM Seismic Provisions Member Code Check Summary Q26 Frame 14.07.01.01 Page 26/34 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD F2.5a Basic Requirements (DI.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 47 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 54 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing . Story:3rd Brace: 35 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 36 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members ---.OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 44 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (DL1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Seismic Provisions Member Code Check Summary Q27 RAM Frame 14.07.0 1.01 Page 27/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: A1SC341-10 - LRF Story:2nd Column: 47 Type: Special Concentric Brace Frame -Chevron Size:HSS9XSX5/8 Fy (ksi): 46.00 D1.4a Required Strength --- O} D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 54 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 35 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3XI/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5á Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slendeness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 36 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl. 1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK 0 V Seismic Provisions Member Code Check Summary Q28 RAM Frame 14.07.01.01 Page 28/34 , RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: A1SC34110 - LRFD Frame #8: - Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile)--- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Column: 40 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (131.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 47 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (Dl.! Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 21 Type: Special Concentric Brace Frame-Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK P2.5 Bracing Members ---. OK F2.5a Basic Requirements (DI. I Highly Ductile) --- OK F2.5b(1) Slenderness --- OK - Criteria Use frame numbers to designate a single line of bracing Story:Roof Brace: 22 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 53 Type: Special Concentric Brace Frame -Chevron I.. Seismic Provisions Member Code Check Summary Q29 RAM Frame 14.07.01.01 Page 29/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements. (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 54 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Ream: 65 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (DI.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 25 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl.1 Highly Ductile) --- OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 26 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 . F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 53 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices FiIRAM Seismic Provisions Member Code Check Summary Q30 Frame 14.07.01.01 Page 30/34 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD F2.5a Basic Requirements (Dl. I Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 54 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5I8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK. D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 65 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a-Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing . S Story:3rd . Brace: 25 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl.! Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 26 Type: Special Concentric. Brace Frame -Chevron Size:HSS3X3X5I16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd . Column: 53 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing r Seismic Provisions Member Code Check Summary Q31 RAM Frame 14.07.0 1.01 Page 31/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: 0 Building Code: IBC Steel Code: AISC341-10 - LRF Story:2nd Column: 54 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Beam: 65 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X1/2 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (DI .1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 25 Type: Special Concentric Brace Frame -Chevron Size:HSS4X4X5/16 Fy (ksi): 4600 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 26 Type: Special Concentric Brace Frame -Chevron Size:HSS4X4X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution -- OK F2.5 Bracing Members --- OK - F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK r L 0 L Seismic Provisions Member Code Check Summary Q32 RAM Frame 14.07.01.01 Page 32/34 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 _______• Building Code: IBC Steel Code: AISC341-10 - LRFD Frame #9: Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 59 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th . Column: 62 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK . . D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing, Story:4th Beam: 71 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a-Basic Requirements (D1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution.--- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131.1 Highly Ductile) --- OK \ F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:4th Brace: 40 Type: Special Concentric Brace Frame -Chevron Sizë:HSS3X3XI/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (Dl.! Highly Ductile) --- OK F2.5b(1) Slenderness --- OK . Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 59 Type: Special Concentric Brace Frame -Chevron V Seismic Provisions Member Code Check Summary Q33 RAM Frame 14.07.01.01 0 Page 33/3 RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17: Building Code: IBC Steel Code: AISC341-10 - LRF Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 62 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1. Highly Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Beam: 71 Type: Special Concentric Brace Frame -Chevron Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.4b V- and Inverted V- Braced Frames --- Additional Check Required F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 40 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3XI/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 59 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength ---OK D2.5b Column Splices - Required Strength F2.6d Column Splices V Seismic Provisions Member Code Check Summary Q34 RAM Frame 14.07.0 1.01 Page 34/34 .RAM DataBase: Villa 61-two story cross brace : 04/25/16 14:17:52 Building Code: IBC Steel Code: AISC341-10 - LRFD F2.5a Basic Requirements (Dr. i Highly Ductile) OK Criteria Use frame numbers to designate a single line of bracing Story:2nd 1 Column: 62 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D1.4a Required Strength --- O.K. D2.5b Column Splices - Required Strength F2.6d Column Splices F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd . Beam: 71 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Use frame numbers to designate a single line of bracing S Story:2nd Brace: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK F2.5a Basic Requirements (131.1 Highly Ductile) --- OK F2.5b(1) Slenderness --- OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 40 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution --- OK F2.5 Bracing Members --- OK . S F2.5a Basic Requirements (D1.1 Highly Ductile) ---OK F2.5b(1) Slenderness --- OK . 0 RAM Frame 14.07.0 1.01 Frame Reaction Envelone RAM DataBase: Villa 61-two story cross brace Building Code: IBC RI 04/25/16 14:17: CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: Ground Level: Base Mesh Criteria Max. Distance Between Nodes on Mesh Line (ft) Merge Node Tolerance (in) : 0.0 100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors LOAD COMBINATION CRITERIA: 1.00 4.00 cb= 1.00 Roof Live Load: Reducible Notional Loads Do Not Include in any Combinations Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 0.835 Omega_o . 2.000 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAIvIUSER El Seismic EQASCE7I0X+EF E2 Seismic EQA5CE710X-EF E3 Seismic EQASCE710_Y_+EF E4 Seismic EQASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.367 D + 0.500 Lp + 2.000 El 2 1.367 D + 0.500 Lp + 2.000 E2 .3 * . 1.367 D+ 0.500 Lp + 2.000 E3 4 * 1.367D+0.500Lp+2.000E4 5 * 1.367D+0.500Lp-2.000E1 6 * 1.367 D + 0.500 Lp - 2.000 E2 7 . * 1.367 D + 0.500 Lp - 2.000 E3 8 * 1.367 D + 0.500 Lp - 2.000 E4 9 * 1.367D+2.000E1 10 * 1.367 D + 2.000 E2 11 * 1.367D+2.000E3 12 * 1.367D+2.000E4 13 * 1.367D-2.000E1 14 * 1.367D-2.000E2 15 * 1.367 D - 2.000 E3 16 * 1.367D-2.000E4 17 * 0.733 D + 2.000 El 18 * 0.733 D + 2.000 E2 19 * 0.733 D + 2.000 E3 20 * 0.733 D + 2.000 E4 21 * 0.733D-2.000E1 . 22 * 0.733 D - 2.000 E2 23 * 0.733 D - 2.000 E3 24 * 0.733 D - 2.000 E4 S Frame Reaction Envelope R2 RAM Frame 14.07.01.01 Page 2/4 . RAM DataBase: Villa 61-two story cross brace 04/25/16 14:17:52 Building Code: IBC * = Load combination currently selected to use Code checks requiring Emh use (+ 1.000 Emh) for LRFD and (+ 0.700 Emh) for ASD in a set of generated load combinations independent of the combinations shown above. REACTION MAXIMA AND MINIMA: Frame #1: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 85 Max: 0.23 0.57 277.74 0.00 0.00 0.36 LC: 1 4 5 1 1 22 Mm: -0.12 -0.57 -255.98 0.00 0.00 -0.36 LC: 21 24 17 1 1 2 86 Max: 57.59 0.17 3.61 1.56 1.82 0.02 LC:. 21 8 3 20 5 22 Mm: -58.33 -0.17 0.93 -1.56 -1.82 -0.02 LC: 1 20 17 8 17 2 87 Max: 0.12 0.56 268.52 0.00 0.00 0.36 LC: 17 4 1 1 1 22 Mm: -0.23 -0.56 -258.90 0.00 0.00 -0.36 LC: 5 24 21 1 1 2 . Frame #2: Node Rx Ry Ri Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 88 Max: 0.05 70.99 462.71 3.78 2.87 .0.49 LC: 18 8 8 4 22 1 Mm: -0.05 -69.19 -441.54 -3.76 -2.87 -0.49 LC: 6 .20 20 24 2 21 89 Max; 0.05 69.19 462.71 3.76 2.78 1.12 LC: 18 24 4 20 22 22 Mm: -0.05 -70.99 -441.54 -3.78 -2.78 -1.12 LC: 6 4 24 8 2 2 Frame #3: Node .. Rx Ry Ri Mxx Myy . Tzz kips kips kips kip-ft kip-ft kip-ft • 90 • Max: 30.76 0.07 322.34 0.72 1.66 0.34 LC: 6 8 6 20 22 22 Mm: -30.59 -0.07 -315.05 -0.72 -1.67 -0.34 LC: 18 20 18 8 2 2 91 Max: 30.64 0.47 318.43 0.71 1.66 0.40 LC: 22 4 • 2 20 22 22 Mm: -30.81 -0.47 -316.23 -0.71 -1.67 -0.40 LC: • 2 24 22 8 2 . 2 . Frame #4: Node . Rx Ry Ri Mxx Myy Tzz kips • kips kips kip-ft . kip-ft kip-ft 94 Max: 85.74 0.21 447.88 2.18 4.39 0.69 LC: 5 3 5 20 21 23 - FiI Frame Reaction Envelope RAM Frame 14.07.01.01 • RAM DataBase: Villa 61-two story cross brace Building Code: IBC Node Rx Ry Rz Mxx Myy Tzz Mm: -84.75 , -0.21 -436.85 -2.18 -4.40 ' -0.69 LC: 17 23 17 , 8 1 3 95 Max: , 84.75 0.21 447.88 2.18 4.40 0.69 LC: 21 20 1 3 5 20 Mm: -85.74 -0.21 -436.85 -2.18 ' 439' -0.69 LC: 1 8 21 23 17 8 Frame #5: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 92 Max: 0.24 45.12 364.70 1.30 1.11 0.15 LC: 18 8 8 4 22 7 Mm: -0.24 -43.50 -342.58 -1.30 -1.11 -0.15 LC: 6 ' 20 20 24 2 19 93 Max: ' 0.23 43.50 ' 364.70 1.30 1.07 0.66 LC: 18 24 4 20 22 22 Mm: -0.23 -45.12 -342.58 -1.30 -1.07 -0.66 LC: 6 4 24 8 2, 2 Frame #6: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 96 Max: 0.24 45.16 364.68 1.30 1.11 0.15 LC: 18 7 7 3 22 7 Mm: -0.24 -43.53 -342.56 -1.30 -1.11 -0.15 LC: 6 19 19 23 2 19 97 Max: 0.23 .. 43.53 364.68 1.30 1.07 0.66 LC: 18 23 3 19 22 22 Mm: -0.23 . -45.16 -342.56 , -1.30 4.07 -0.66 LC: . 6 3 23 7 2 . 2 Frame #7: Node ' Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 98 ' Max: 30.82 0.42 318.46 0.76 1.67 0.40 LC: 6 '19 6, 3 6 22 Mm: -30.64 -0.42 -316.26 -0.76 -1.67 -0.40 LC: . '18 7 18 23 18 2 99 Max: 30.65 0.42 322.36 0.77 1.67 0.34 LC: 22 19 2 3 6 22 Mm: -30.81 -0.42 -315.08 -0.77 -1.67 -0.34 LC: 2 7 22 .23 18 2 Frame #8: Node lix Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 100 Max: 0.05 71.13 462.72 ' 3.79 2.87 0.49 LC: 18 '7 7 3 22 1 Mm: -0.05 ' -69.33 • -441.55 -3.77 -2.87 -0.49 LC: 6 19 19 23 2 21 R3 Page 3/4 04/25/16 14:17: S S . Frame Reaction Envelope RAM Frame 14.07.01.01 - . RAM DataBase: Villa 61-two story cross brace Building Code: IBC . Node Rx Ry Ri Mxx Myy Tzz 101 Max: 0.05 6933 462.72 .3.77 2.78 1.12 LC: 18 23 3 19 22 22 Mm: . -0.05 -71.13 -441.55 -3.79 -2.78 -1.12 LC: 6 3 23 7 2 2 Frame #9: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 102 Max: 0.23 . 0.56 268.52 0.00 0.00 0.36 LC: 1 19 5 1 . 1 22 Mm: -0.12 -0.56 -258.90 0.00 0.00 -0.36 LC: 21 7. 17 1 1 2 103 Max: 58.33 0.17 3.61 1.57 1.82 0.02 LC: 5 23 1 3 21 22 Mm:. -57.59 -0.17 0.93 . -1.57 -1.82 -0.02 LC: 17 3 17 23 1 2 104 Max: 0.12 0.57 277.74 0.00 0.00 0.36 LC: 17 19 1 1 1 22 Mm: -0.23 . -0.57 -255.98 0.00 0.00 -0.36 LC: 5 . 7 21 1 1 2 R4. Page 4/4 04/25/16 14:17:52 Fp I 13 L4. êf() 4& (43/zc6) k O.2/ 0)/( "px (.31I p x = 2t( (30 (?ikf z/)/6 J ,Y-& 38f)' 44 as L> use-t?i ('V O&rJfIn5 vV-' 2*t- - , 3 ' 2 = 4 6 o2- 13NIIE SI ENGINEERED TO EXCEED EXPECTATIONS . . .......... - -7- I-'?4-17 4dA4 TD,QC IL - — I rx .: = 10 . ff t4 F, f- k4 Project: . Job #:11132A.11 Date: Engineer: JD BWE ww.b.ed.carn 619.299.5SO S2 0- Diaphragm Shear.xtsx Diaphragm Shear (2013 CBC) Scale Factors rho Governing factor (rho X diaph or omega X Cs) Roof 1.812 1 2. 4th 1.602 2 Loads based on Ram, E, 3rd 2.301 . 2.301 See sheetsH1H11 2nd 2.39 2.39 Frame# 1(x) 2(y) 3(x) - 4(x) 5(y) 6(y) 7(x) 8(y) 9(x) Fr (max) - 17.6 16.6 26.4 15.6 . 15.6 16.6 17.6 - Frame Force K (1.OE) F4 (max) 30.8 21.2 4.9 2.2 18.5 18.5 4.9 21.3 30.8 F3 (max) 14.1 14.1 5.0 7.5 11.7 11.6 4.9 13.9 14.1 F2 (max) 16.2 16.7 4.2 48.9 1.9 1.8 4.3 17.0 16.2 Fr (diaph) - 16.0 24.0 38.3 14.1 14.1 24.0 16.0 - Diaphragm Force K F4 (diaph) 39.4 19.2 3.2 16.8 19.3 39.4 7.1 16.8 7.1 (1.OE) F3 (diaph) 18.1 12.8 10.8 10.5 12.6 18.1 7.2 10.6 7.2 F2 (diaph) 20.7 15.1 6.1 70.8 1.7 1.6 6.2 15.4 20.7 L(roof) - 20 20 30 20 20 20 20 - L (4th) 30 35 20 30 30 30 20 35 30 Distribute Length . L (3rd) 30 35 30 30 30 30 30 35 30 L(2nd) 30 45 30 60 30 30 30 45 30 Roof - 799 1202 1276 707 707 1202 798 - Diaphragm Shear PLF 4th 1314 550 357 107 558 559 357 551 1314 (1.OE) 3rd 604 365 240 360 352 350 239 360 604 2nd 690 335 203 1180 57 54 205 341 690 Roof - 559 841 893 495 495 841 559 - Diaphragm Shear PLF 4th 920 385 250 75 391 391 250 385 920 (0.7E) 3rd 423 255 168 252 247 245 167 252 423 2nd 483 235 142 1 826 40 38 144 239 483 Frame# 1 2 3 .4 5 6 7 8 9 Roof - 6 7 11 6 6 7 6 - 4th 22 19 7 11 19 19 7 19 22 Collect Length FT 3rd 22 :22 12 11 22 22 12 22 22 2nd 22 22 12 26 22 6.6 22 6.6 12 22 22 Roof - 7.4 8.1 13.6 8.1 7.4 - 4th 31.6 16.1 2.4 1.1 16.4 16.4 2.4 16.2 31.6 Strap Tension K 3rd : 14.5 12.4 2.8 3.8 12.0 11.9 2.8 12.2 14.5 2nd 16.6 11.4 2.4 29.6 1.9 1.8 2.4 11.6 16.6 Drags along bearing walls lines; ledger drag capacity per detail 121S7.3 >20 kips total (one spice each side) At roof line trusses are noted to act as drags.. .no drag straps required at bearing walls, typ. Capacity of CMST1 2 = 9.2 kips/strap, 18.9 kips/ 2 straps, 27.6 kips/3 straps. See 9/S1.2 for schedule S3 1. 712 c L%.)( ') (.cZ) OTh ro6o cX2z.j " Sr',4t' g. pt1w Slrpr u1 SHEET JOB NO . C-aF-- Cvu t,J Avcoomewc- " "4' 7TA4' 4oi+- O a4k( seeL va- OtdsL 5(e c 7oof. • 4(e c4 { (+ @) b . • (<so( 2)3bQ 'f7Pb00J '-3oops '. tX=iO. (i ,Y+ x ai{=-40 c4)( I ) C4D.) ,- ) (2 ,) (40 ,A) 1,41 ki}' • ?X-4Z 4'4- k-/q6o 'i' 01, If / VI 13N VE www.bwesd.com 6 19-.299.5 550 Project: Villa 61 11132A.11 ate: Engineer: JD Grade Beams.xlsx Grade Beams - Stability Analysis and Soil Bearing (2013 CBC) CASE Frame# 1&9 2&8 3&7 5&6. 4 Fr (max) - 17.6 16.6 26.4 15.6 Seismic Force (1.OE) F4 (max) 30.8 38.9 21.5 28.6 34.1 F3 (max) 44.9 53.0 26.5 36.1 45.8 F2 (max) 28.7 1 69.6 30.7 85.0 43.9 P1 (kips) 2.91 6.97 0.74 7.45 3.07 Dead Load (1.01)) P2 (kips) 7.24 6.97 2.35 7.45 3.07 P 0 (kips) 63.0 81.9 66.2 81.9 78.8 slAB (kips) 12.5 16.3 13.1 16.3 15.6 L-0 (ft) 40 52 42 52 50 W 0 (ft) 3 .3 3 3 3 Footing Dimensions t 0 (ft) 3.5 3.5 3.5 3.5 3.5 L, (ft)15 21 17 21 20 rame (ft) 10 10 8 10 10 Moment (0.9D+E/1.4) MOT(k-ft) 1299 2233 1301 2154 1832 MR(k-ft) 1423 2456 1442 2478 2107 FS 1.10 1.10 1.11 1.16 1.16 Status OK OK OK OK OK e (ft) 1.70 2.33 2.04 3.35 3.24 q (psf) 9553 9153 7544 6426 5819 q(allow) 9667 9667 9667 9667 9667 Status OK OK OK OK OK CASE Frame# 1&9 2&8 3&7 5&6 4 Fr (max) - 17.6 16.6 26.4 15.6 Seismic Force (1.OE) F4 (max) 30.8 38.9 21.5 28.6 34.1 F3 (max) 44.9 53.0 26.5 36.1 45.8 F2 (max) 28.7 1 69.6 30.7 85.0 43.9 P1 (kips) 7.24 6.97 2.35 7.45 3.07 Dead Load (1.01)) P2 (kips) 2.91 6.97 0.74 7.45 3.07 P 0 (kips) 63.0 81.9 66.2 81.9 78.8 SLAB (kips) 12.5 16.3 13.1 16.3 15.6 L 0 (ft) 40 52 42 52 50 W 0 (ft) ' . Footing Dimensions t (ft) 3.5 3.5 3.5 3.5 3.5 L1 (ft) 15 21 17 21 20 rame(1t) 10 10 8 10 10 Moment (0.9D+E/1.4) MOT(k-ft) 1299 2233 1301 2154 1832 MR(k-ft) 1462 2456 1453 2478 2107 FS 1.13 1.10 1.12 1.16 1.16 Status OK OK OK OK OK e (ft) 2.23 2.33 2.21 3.35 3.24 q (psf) 7275 9153 6972 6426 5819 q(allow) 9667 9667 9667 9667 9667 Status OK OK OK OK OK BUILDING ENERGY ANALYSIS REPORT PROJECT: Grand Pacific Resorts Villa 60 1578 Marbrisa Circle Carlsbad, CA 92008 I j a RECEIVED APR 2 72016 CITY OF CARLSBAD BUILDING DI\ISION Project Designer: NOAA Group Inc. 4990 N Harbor Drive San Diego, CA 92106 (619)297-8066 Report Prepared by: Michael A Carlomagno CGK Consulting Group, Inc. 7968 Arjons Drive Suite Al 12 San-Diego, CA 92126 1858-598-4867 .4 Job Number: 15006 Date: -4/25/'9'1578 MARBRISA CR The EnergyPro computer program has been used to perform the calculationli 2111 3111 00 CO M M I ND authorized by the California Energy Commission for use with both the Re This program developed by Energy!0T030002 04-27-2016 6.7 CB161617 J TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form ENV-01 -E Envelope Component Approach 3 Form ENV-02-E Fenestration Worksheet 10 Form ENV-04-E Daylit Zone Worksheet 16 Form ENV-06-E Area Weighted Average Calculation Worksheet 18 Form ENV-MM Envelope Mandatory Measures 20 Form MCH-.01-E Mechanical Systems 21 Form MCH-02-E HVAC System Requirements 25 Form MCH-03-E Mechanical Ventilation and Reheat 37 Form MCH-04-E Required Acceptance Tests 44 Form MCH-05-E Requirements for Packaged Single Zone Units 47 Form MCH-07-E Fan Power Consumption 56 Form PLB-01-E Water Heating System 81 , ••_i ."- jr. EnergyPro 6.7 by EnergySoft - 'Job Number. ID: 15006 . User Number. 9765 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 1 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 - A. GENERAL INFORMATION 1 Project Location: 1578 Marbrisa Circle 6 Compliance Method: El Component 0 Unconditioned (file Affidavit) 2 CA City and Zip Code: Carlsbad, 92008 7 Building Front Orientation (deg or cardinal): 60 deg 3 Climate Zone: 7 8 Phase of construction I El New Construction 0 Addition 0 Alteration 4 Total Conditioned Floor 9 288 9 Building Type(s) Nonresidential 0 High-Rise Residential D Hotel/Motel Guest Room Area: 5 0 Schools (Public School) 0 Relocatable Public School Bldg. 17 Conditioned Spaces 0 Unconditioned Spaces - 0 Skylight Area for Large Enclosed Space >5000 ft2 (If checked include the NRCC-ENV-04-E with submittal) B. ENVELOPE DETAILS - Framed 1 2 3 4 5 6 7 8 9 10 11 Tag/ID Assembly Type Frame Material Frame Depth Frame Spacing Appendix JA4 Reference Cavity R-value Continuous Insulation R-value Proposed U-Factor Required U-Factor From Tables, B, C, 0 Field Inspection Comments 1 Wall I Metal 12x4 @ 24 1 4.3.3-A23 113 4.5. 10.106 10.098 Wall 01 Metal Framed 2: 2 Wall I Metal 12x8 @ 24 1 14.3.3-A27 119 14.5 10.091 10.105 Wall 02 Metal Framed 2: 3 Roof I Metal 12X4 @ 24 1 14.2.4-A20 130 10.0 10.039 10.039 Attic Tile Roof C. ENVELOPE DETAILS - Non-framed 1 2 3 4 5 6 7 8 9 10 Tag/ID Assembly Type Assembly Materials Thickness (inches) Interior or Core Insulation R-value Continuous Insulation R-value Appendix JA4 Reference Proposed U-Factor Required U-Factor from Tables, B, C, D Field Inspection Comments 1 Door Metal, Double-layer . 0 . 0,0 4.5.1-A2 0.700 0.700 Metal Door 2 1 Door Wood, 1-3/4 in. 10 10.0 4.5.1-A4 10.500 10.700 Wood Door D. ENVELOPE DETAILS - Mass 1 2 3 4 5 6 7 8. 9 10 11 Tag/ID Mass Type Density (1b/ft31 Mass Thickness (inches) Furring Strip Thickness (inches) Interior Insulation R-value Exterior Insulation R-value Appendix JA4 Reference Proposed Insulation U-factor Required U-Factor from Tables, B, C, D Field Inspection Comments CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH "f CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION • CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 2 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 E. ROOFING PRODUCTS (COOL ROOF) 1 2 4 5 I 6 I 7 .8 9 10 11 Mass Roof 25 lb ft2 or greater Roof Pitch CRRC Product ID Number Product Type Proposed Minimum Required Comments Aged Solar Reflectance Thermal Emittance SRI (Optional) Aged Solar Reflectance Thermal Emittance SRI (optional) 0 0' 0 01 0 Dl An aged solar reflectance less than 0.63 is allowed provided the maximum roof! ceiling U-factor in TABLE 140.3 is not exceeded 0 High-rise residential buildings and Hotels and Motels with low-sloped roofs in Climate Zones 1 through 8, 12 and 16 are exempted from aged Solar Reflectance and emittance requirements. 0 High-rise residential buildings and Hotels and Motels with steep-sloped roofs in Climate Zones 1 and 16 are exempt from aged Solar Reflectance and emittance requirements. The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels ae exempt from aged Solar Reflectance and emittance requirements 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 §110.8(i)4. Select the applicable coating: 0 Aluminum-Pigmented Asphalt Roof Coating 0 Cement-Based Roof Coating 0 Other NOTES: Check the box if the aged Solar reflectance was not available in the Cool Roof Rating Council's Rated Product Directory, Then use the equation in Section 110.8(i)2 where the Initial Reflectance value from the samedirectory and use the equation (0.2+8(p11,01 —0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance and B is either set to 0.65 for Field-Applied Coatings or it is set to 0.70 for all other roofing jroducts other than Field-Applied Coating. Calculate the SRI Value by using the SRI-Worksheet at (TBD) and enter the resulting value in the SRI Column above and attach a copy for the SRI-Worksheet NRCC-EN V-03-E to the to this form. F. Air Barrier 1 2 3 4 5 NameNa me Air Barrier Material Type Air Barrier Assembly Type Whole Building Air Leakage Testing S Comments CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Tag/ID Fenestration Type Surface Area Orientation N, S, W, E or Roof # of Panes Max U-Factor Overhang Max (R)SHGC Min VT Label Conditions Status Comments 1 Double Non Metal Clear 3 N 2 0.36 No 10.25 0.42 New 2 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 3 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 4 Double Non Metal Clear 56 W 2 0.36 No 0.25 0.42 New 5 Double Non Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 6 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 7 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 8 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 9 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New H. ENVELOPE MANDATORY MEASURES Indicate location on building plans of Mandatory Envelope Measures Note Block: ENV-MM INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. O NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. 0 NRCC-ENV-04-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Tag/ID Fenestration Type Surface Area Orientation N, 5, W, E or Roof # of Panes Max U-Factor Overhang Max (R)SHGC Min VT Label Conditions Status Comments 10 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 11 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 12 Double Non Metal Clear 30 E 2 0.36 Yes 0.25. 0.42 New. 13 Double Non Metal Clear 56 W 2 0.36 No . 0.25 0.42 New 14 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 15 Double Non Metal Clear 3 S 2 0.36 No 0.25 0.42 New 16 Sliding Glass Door 59 W 2 0.45 Yes . 0.23 0.17 New 17 Double Non Metal Clear 3 N 2 0.36 No 0.25 0.42 New 18 . Sliding Glass Door 59 . W 2 0.45 Yes 0.23 0.17 New H. ENVELOPE MANDATORY MEASURES Indicate location on building plans of Mandatory Envelope Measures Note Block: ENV-MM INSTRUCTIONS TO APPLICANT- ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. NRCC-ENV-04-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Tag/ID Fenestration Type Surface Area Orientation N, 5, W, E or Roof # of Panes Max UFactor Overhang Max (R)SHGC Min VT Label Conditions Status Comments 19 Double Non Metal Clear 3 S 2 0.36 No 1 0.25 0.42 New 20 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 21 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 22 Double Non Metal Clear 56 W 2 0.36 No 0.25 0.42 New 23 Double Non Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 24 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 25 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 26 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New 27 Sliding Glass Door 59 W 2 1 0.45 1 Yes 0.23 0.17 New H. ENVELOPE MANDATORY MEASURES S Indicate location on building plans of Mandatory Envelope Measures Note Block: ENV-MM INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. I NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. 0 NRCC-ENV-04-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH W-0115-ri CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Tag/ID Fenestration Type Surface Area Orientation N, 5, W; E or Roof # of Panes Max U-Factor Overhang Max (R)SHGC Min VT Label Conditions Status Comments 28 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 29 Sliding Glass Door 59 . W 2 0.45 Yes. 0.23 0.17 . New 30 Double Non Metal Clear 30 . E 2 0.36 Yes 0.25 0.42 New 31 Double Non Metal Clear 56 W 2 0.36 No 0.25 0.42 New 32 Sliding Glass Door 59 W 2 0.45 Yes 0.23 0.17 New H. ENVELOPE MANDATORY MEASURES . . Indicate location on building plans of Mandatory Envelope. Measures Note Block: ENV-MM INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. D NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. 0 NRCC-ENV-04-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance -- . . May 2015 STATE OF CALIFORNIA ENVELOPE COMPONENT APPROACH CEC-NRCC-ENV-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 4 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation AUthor Name: Michael A carlomagno Documentation Author Signa Company: CGK consulting Group, Inc. Signature Date: 4/25/2016 Address: 798 A Al I rjons rive Suite cEA/ HERS Certification Identification (if applicable): M35807 City/State/Zip: San Diego, CA 92126 . Phone: 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performancespecifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. - I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary No le Responsible Designer Signature: Company. NOAA Group Inc. Date Signed: 4/25/2016 Address. 4990 N Harbor Drive License: City/State/Zip: San Diego, CA 92106 Phone: (619) 297-8066 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE Fenestration Worksheet CALIFORNIA ENERGY COMMISSION NRCC-ENV-02-E (Page 1of3) Project Name: I I Date Prepared: I Grand Pacific Resorts Villa 60 4/25/2016 A. WINDOWS DETAILS Worksheet 140.3(a)5B and C NOTE: Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 116-A and Table 1168. Site-built fenestration less than 1,000 ft2. or more than or equal tol,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac - - - (R)SHGC (R)SHGC e 2) CL D w U 0 u U 0 Tag/ID (e.g., Window-1) Area o 2 0. o 2 0. o 2 H V H/V Proposed Allowed 1 Window 6 0.360 0.360 0.250 0.250 0.500 0.4 2 Window 118 0.450 0.450 0.230 0.230 0.500 0.17 0.0 9.0 0.00 0.230 0.230 3 Window 118 0.450 0.450 1 0.360 0.230 0.230 0.500 0.17 4.0 9.0 0.44 0.152 0.230 4 Window 112 0.360 0.2501 0.250 0.500 0,42 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards Gross West Exterior Wall Area 3,000 2 x 0.40 = 1,200 ft2 40% of Gross West Facing Exterior Wall Area; or West Display Linear Perimeter 0 FT x 6 ft = 0 ft2 West Display Perimeter Area Enter Larger of A or B 1,200 ft2 Maximum Standard West Area Enter Proposed West Window Area 1,168 ft2 Proposed West Window Area Note: If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WEST AREA then the envelope component approach may not be used. C. WINDOW AREA CALCULATION for all other orientations other than West - See §140.3(a)5A in the Energy Standards E. Gross Exterior Wall Area 5,630 x 0.40 = 2,252 ft2 40% of Gross Exterior Wall Area or Linear Display Perimeter 0 FT x 6 ft = 0 ft2 Display Perimeter Area Enter The Larger of E or F 2,252 ft Maximum Standard Area Enter Proposed Window Area 'T212 ft2 Proposed Window Area Note: If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component approach may not be used. CA Building Energy Efficiency Standards - 2018 Nonresidential Compliance - May 2015 STATE OF CALIFORNIA FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE Fenestration Worksheet CALIFORNIA ENERGY COMMISSIONS NRCC-ENV-02-E (Page 1of3) Project Name: Date Prepared: Grand Pacific Resorts Villa 60 4/25/2016 A. WINDOWS DETAILS Worksheet 140.3(a)5B and C NOTE: Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 116-A and Table 1168. Site-built fenestration less than 1,000 ftp, or more than or equal tol,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 1 9 10 ii 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac . - - (R)SHGC (R)SHGC e at CL at a. U Tag/ID (e.g., Window-1) Area o 2 o 2 o 2 H V H/V Proposed Allowed Q- < a. < Q.< 5 Window 60 0.360 0.360 0.250 0.250 0.500 0.42 8.0 9.0 0.89 0.115 0.250 6 Window 40 0.360 0.360 0.250 0.250 0.500 0.42 8.0 8.0 1.00 0.108 0.250 7 Window 236 0.450 0.450 0.230 0.230 0.500 0.17 3.0 9.0 0.33 0.168 0.230 8 Window 118 0.450 0.450 0.230 0.230 0.500 0.1 5.0 9.0 0.56 0.137 0.230 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards Gross West Exterior Wall Area 3000 ft2 x 0.40 = 1,200 ft2 40% of Gross West Facing Exterior Wall Area; or West Display Linear Perimeter 0 Fr x 6 ft = 0 ft2 West Display Perimeter Area Enter Larger of A or B 1,200 ft2 Maximum Standard West Area Enter Proposed West Window Area 1,168 ft2 Proposed West Window Area Note: If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WESTAREA then the envelope component approach may not be used. C. WINDOW AREA CALCULATION for all other orientations other than West - See §140.3(a)5A in the Energy Standards Gross Exterior Wall Area 5,630 ft2 x 0.40 = 2,252 ft2 40% of Gross Exterior Wall Area or Linear Display Perimeter 0 FT x 6 ft =0 ft2 Display Perimeter Area Enter The Larger of E or F 2,252 ft2 Maximum Standard Area Enter Proposed Window Area 212 ft Proposed Window Area Note: If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component approach may not be used. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE Fenestration Worksheet CALIFORNIA ENERGY COMMISSIONS NRCC-ENV-02-E (Page 1 of 3) Project Name: Date Prepared: Grand Pacific Resorts Villa 60 4/25/2016 A. WINDOWS DETAILS Worksheet §140.3(a)5B and C NOTE: Newly installed fenestration shall have a certified NFRC Lobe! Certificate or use the CEC default tab! esfound in Table 116-A and Table 116B. Site-built fenestration less than 1,000 ftp, or more than or equal tol ,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 _T J_7 7 8 1 9 10 1 11 1 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac . . . (R)SHGC (R)SHGC e w Tag/ID (e.g., Window-i) Area CL o .2 0. o .2 0. o .2 H V H/V Proposed Allowed 9 Window 118 0.450 0450 0.230 0.230 0.500 0.1 5.0 9.0 0.56 0.137 0.230 10 Window 40 0.360 0.360 0.250 0.250 0.500 0.42 3.0 8.0 0.38 0.176 0.250 11 Window 60 0.360 0.360 0.250 0.250 0.500 0.42 8.0 9.0 0.89 0.115 0.250 12 Window 112 0.360 0.360 0.250 0.250 0.500 0.42 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards Gross West Exterior Wall Area 3,000 ft2 x 0.40 = 1,200 2 40% of Gross West Facing Exterior Wall Area; or West Display Linear Perimeter o FT x 6 ft = ft2 West Display Perimeter Area Enter Larger of A or B 1,200 ft2 Maximum Standard West Area Enter Proposed West Window Area 1,168 ft2 Proposed West Window Area Note: If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WESTAREA then the envelope component approach may not be used. C. WINDOW AREA CALCULATION for all other orientations other than West - See §140.3(a)5A in the Energy Standards Gross Exterior Wall Area 5,630 2 x 0.40 = ft 2,252 ft2 40% of Gross Exterior Wall Area or Linear Display Perimeter o FT x 6 ft = 0 ft2 Display Perimeter Area Enter The Larger of E or F 2,252 ft2 Maximum Standard Area Enter Proposed Window Area 212 ft2 Proposed Window Area Note: If the PROPOSED WINDOWAREA is greater than the MAXIMUM STANDARD AREA then the envelope component approach may not be used. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE Fenestration Worksheet CALIFORNIA ENERGY COMMISSIONS N RCC-ENV-02-E (Page 1of3) I Project Name: Date Prepared: I Grand Pacific Resorts Villa 60 1 4/25/2016 I A. WINDOWS DETAILS Worksheet 140.3(a)5B and C NOTE: Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 116-A and Table 116B. Site-built fenestration less than 1,000 ft2. or more than or equal tol,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 —T—[7 7 8 1 9 10 11 12 13 14 Tag/ID Window Type (e.g., Window-1) Surfac e Area Fenestration Overhang U-Factor SHGC VT Dimensions Calculated - 0. o 0 2 < - 0. o Q U 5 2 < -o a o 3. U 5 2 H V H/v (R)SHGC Proposed Max (R)SHGC Allowed 13 Window 118 0.450 0.450 0.230 0.230 0.500 0.1 4.0 9.0 0.44 0,152 0.230 14 Window 6 0.360 0.360 0.250 0.250 0.500 0.42 15 Window 118 0.450 0.450 0.230 0.230 0.500 0.17 0.0 9.0 0.00 0.230 0.230 B. WEST WINDOW AREA CALCULATION See 140.3(a)5A in the Energy Standards Gross West Exterior Wall Area 3,000 2 x 0.40 = 1,200 ft2 40% of Gross West Facing Exterior Wall Area; or West Display Linear Perimeter 0 FT x 6 ft =0 ft West Display Perimeter Area Enter Larger of A or B - 1,200 ft2 Maximum Standard West Area Enter Proposed West Window Area 1,168 ft Proposed West Window Area Note: If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WESTAREA then the envelope component approach may not be used. C. WINDOW AREA CALCULATION for all other orientations other than West - See §140.3(a)5A in the Energy Standards Gross Exterior Wall Area 5,630 ft x 0.40 = 2,252 ft 40% of Gross Exterior Wall Area or Linear Display Perimeter 0 FT x 6 ft =0 ft Display Perimeter Area Enter The Larger of E or F 2,252 ft2 Maximum Standard Area Enter Proposed Window Area 212 ft2 Proposed Window Area Note: If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component approach may not be used. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FENESTRATION WORKSHEET CECNRcC:ENvo2E (Revised 05/15) CERTIFICATE OF COMPLIANCE.. Fenestration Worksheet CALIFORNIA ENERGY COMMISSION NRCC-ENV-02-E (Page 2 of 3) Project Name: Date Prepared: I Grand Pacific Resorts Villa 60 S 4/25/2016 . I D. SKYLIGHT AREA CALCULATION See §143(a)6A in the Energy Standards ACTUAL GROSS ROOF AREA . STANDARD ALLOWED SKYLIGHT AREA A IF Atrium/Skylight Height is 55 ft; or 4,540 ft2 x 0.05 = 227 7 2 B. IF Atrium/Skylight Height is > 55 ft ft2 x 0.10 = ft2 C. Proposed Skylight Area (from plans) . 0 ft2 D. Skylight SSR %1. 2 = Proposed Skylight Area Divided by Actual Gross Roof Area = 00 If the SKYLIGHT SSR % is less than or equal to 5% then choose the appropriate column in Table 140.3-8 and C and row in Table 140.3-D. If the SKYLIGHT SSR % is greater than 5% then the Envelope Component Approach may not be used. E. RELOCATABLE PUBLIC SCHOOL BUILDINGS - See Section140.3(a)8 in the Energy Standards . Option 1 . For Specific Climate Zone, use Table 140.3-13 - Prescriptive Envelope Criteria. 0 Specific Climate Zone Metal Identification Label - Place two labels on each relocatable school building and indicate on the building plans. Indicate location from the building plans: Option 2 5 . For Any (All) Climate Zone, use Table 140.3-0 - Prescriptive Envelope Criteria. 0 Any (All) Climate Zone Metal Identification Label - Place two labels on each relocatable school building and indicate on the building plans. . Indicate location from the building plans: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance S May 2015 STATE OF CALIFORNIA FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE Fenestration Worksheet CALIFORNIA ENERGY COMMISSIONE. N RCC-ENV-02-E (Page 3 of 3) Project Name. Grand Pacific Resorts Villa 60 1 Date Prepared: 4/25/2016 I DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Signatur Company: CGK Consulting Group, Inc. Signature Date: Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS Certification Identification (if applicable): M35807 City/state/zip: San Diego, CA 92126 Phone: 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: NOAA Group Inc. Date Signed: 4/25/2016 Address: 4990 N Harbor Drive License: City/State/Zip: San Diego, CA 92106 Phone: (619) 297-8066 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA ENVELOPE - DAYLIT ZONE WORKSHEET CEC-NRCC-ENV-04.E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE S NRCC-ENV-04-E Envelope - Daylit Zone Worksheet (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 This worksheet applies only to buildings with three or fewer stories, climate zones 2 through 15, having an enclosed conditioned or unconditioned space > 5;000 ft that is directly under a roof with c ceiling height> 15 ft and k 0.5 watts per square foot, unless exempted by the EXCEPTIONS in §140.3(c). A. MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES (definitions in §130.1(d), requirements in §140.3(c) 1. Enter building plan reference page(s) for large enclosed space ; and 2 Enter building plan reference page(s) for daylit zone plans for enclosed space or attach a separate daylit zone design plan with this form; then Go to Step 1 below. B. CALCULATE DAYLIT AREA. The minimum Skylit Zone requirements can be met by using either Skylit Daylit Zones or Primary Sidelit Daylit Zones or Combinations. Step 1 Calculate the minimum prescriptively required total Daylit Zone Area, per140.3(c)1 I. Floor area of enclosed space A 0 ft' Floor area Minimum prescriptively required total daylit area is (0.75 xfloor area (A) Minimum prescriptively required Total 2. - the area of any permanent obstructions), see §140.3(c)1 &130.1(d)1A B 0 ft2 for additional details. Daylit Zone Area Step 2 Calculate Total Daylit Zone Area Skylit Daylit Zone Area, determined in accordance with §130.1(d)1A and C 0 ft2 Skylit Daylit Zone Area as shown on the building plans. Primary Sidelit Daylit Zone Area determined in accordance with 0 ft2 §130.1(d)1B and as shown on the building plans. D Primary Sidelit Daylit Zone Area Areas of Primary Sidelit Daylit Zone Area that overlap with the Skylit 0 2 Daylit Zone Area E ft Overlap Zone Area 6. Total daylit Zone Area F = C+D-E F 0 ft2 Total Daylit Zone Area C. COMPARE DAYLIT ZONE AREA Step iCompare 1. Check if Total Daylit Zone Area (F) is equal to or greater than Minimum Prescriptively Required Daylit Zone Area (B). Space PASSES if F 2: B. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA ENVELOPE - DAYLIT ZONE WORKSHEET Re-A-Ar CEC-NRCC-ENV-04-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-04-E Envelope - Daylit Zone Worksheet (Page 2 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/2512016 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Signature Signature Date: 4/25/20 6 Company: CGK Consulting Group, Inc. Address: i oi rrnc ri Suite All 1 J Drive CEA/ HERS Certification Identification (if applicable): M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. (will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Nogle Responsible Designer Signature: Company: NOAA Group Inc. Date Signed: Address: 4990 N Harbor Drive License: 4/25/2016 City/State/Zip: San Diego, CA 92106 Phone: (619) 297-8066 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA AREA WEIGHTED AVERAGE CALCULATION WORKSHEET CEC-NRCC-ENV-06-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-06-E Area Weighted Average Calculation Worksheet (Page 1 of 2) projectName: Grand Pacific Resorts Villa 60 Date 4/25/2016 This worksheet is used to calculate the area weighted-average values for a building envelope features such as, walls, roofs, floors, mass, and fenestration/glazing U-factors, Relative Solar Heat Gain Coefficient (RSHGC) or Visible Transmittance (VT) for the prescriptive compliance approach. R-values can never be area weighted averaged. Only U-factors, SHGC, RSHGC or VT can be used. When a window has an overhang, calculate the RSHGC first (see Equation 140.3-A), then determine the weighted average if need be. Weighted averaging is used when there is more than one level of insulation or more than one type of window and one or more type of fenestration which would not meet prescriptive compliance requirements. Each fenestration type (e.g., vertical windows, skylights, dynamic glazing, and window films) are treated independently or cannot be combined. Weight averaging is not allowed for chromogenic glazing. A. Area Weighted Average Calculation Item/ Tag No. Type 1 1 Value - Type 1 2 Area - Type 2 1 Value — Type 2 2 Area - Type 3 1 Value - Type 3 2 Area Total Area - Area Weighted Average . 3 Value VFUa [(0.360) x (436 ) + (0.450) x (944 ) + ( ) x 1,380 = 0.422 VFUp [(0.360) x (436 ) + (0.450.) x (944 7 ( ) x 1,380 = 0.422 VFSa [(0.250) x (436 ) + (0.230) x (944 ) + 1,380 = 0,236 VFSp [(0.250) x (236 ) + (0.230) x (236 ) + (0.152) x (236 )] + 0.115) x (120 ) + (0.108) x (40 ) + (0.168) x (236 [(0.137) x (236 ) .i. (0.176) x (40 ) + (_) x (_)] ~ 1,380 = 0.179 VFVa [(0.420) x (436 ) + (0.170) x (944 ) + ( ) x ( )] 1,380 = 0.249 WUa [(0.098) x (1,530) + (0.105) x (5,384) + ( ) x ( )] - 6,914 = 0.103 WUp [(0.106) x (5,427) + (0.091) x (1.487) + ( ) x 6,914 = 0.103 DUp [(0.700) x (0 ) + (0.500) x (336 ) + ( ) x ( )] 336 = 0.500 )( )_.( )( ) .:: x( ) +( ) x( ) +( ) x( [(. ) x( ) +( ) x( ) +( ) x( )] ~ = [1 ) x( ) +( ) x( ) +( ) x( "Value" can be replaced throughout the formula by "U-factor", "Relative Solar Heat Gain Coefficient, Visible Transmittance" or any other value that varies throughout Nonresidential and is appropriate to weight overage. Mixture of different units not allowed. "Area" can be replaced throughout the formula by "Length" or any other unit of measure used for the value being averaged. Mixture of different units not allowed. Enter the above Weighted Average Value on the NRCC-EN V-01-E and NRCC-EN V-02-E form and attach this sheet. Area Weighted Averages Tag Allowed Tag Proposed Complies Vertical Fenestration U-Factor VFUa 0.422 VFUp 0.422 YES Vertical Fenestration SHGC VFSa 0.236 VFSp 0.179 YES Vertical Fenestration VT VFVa 0.249 VFVp 0.500 YES Skylight U-Factor SUa n/a SUP n/a Skylight SHGC SSa n/a SSp n/a Skylight VT SVa n/a SVp n/a Wall U-Factor WUa 0.103 WUp 0.103 YES Roof U-Factor RUa 0.039 RUp 0.039 YES Door U-Factor DUa 0.700 DUp 0.500 YES Floor U-Factor FUa n/a FUp n/a CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA AREA WEIGHTED AVERAGE CALCULATION WORKSHEET CALIFORNIA CERTIFICATE OF COMPLIANCE NRCC-ENV-06-E Area Weighted Average Calculation Worksheet (Page 2 of 2) ProjectName: Grand Pacific Resorts Villa 60 Date 4/25/2016 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Sig Company. CGK Consulting Group, Inc. Signature Date 4/25/2016 Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS Certification Identification (if applicable): City/State/Zip: San Diego, CA 92126 Phone. 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. (will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made availableto the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary No te Responsible Designer Signature: Company: NOAA Group Inc. Date Signed: 4/25/2016 Address: 4990 N Harbor Drive License: City/State/zip: San Diego, CA 92106 Phone: (619) 297-8066 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Grand Pacific Resorts Villa 60 Date 4/25/2016 DESCRIPTION Building Envelope Measures: - 1 10.8(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality ' ' Standards for insulating material, Title 20 Chapter 4, Article 3. p110• ' 8'c' All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value §110 8 of no less than R-13 between framing members. 110.7(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfni/ft:2 of §11016(a): window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding), and 1.0 cfmlft.2 for nonresidential double doors (swinging). §110.6(a): Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. 10.6(a) Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration or the . applicable default SHGC. Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be §1'10.6(b): weatherstripped (except for unframed glass doors and fire doors). EnergyPro 6.7 by EnergySoft User Number: 9765 RunCode: 2016-04-25T13:45:35 ID: 15006 Page 20 of 82 STATE OF CALIFORNIA MECHANICAL SYSTEMS 5 -1 CEC-NRCC-MCH-01-E (Revised 05115) UALII-Ul(NIA tNtRUY UUMMIION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 1 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: TheEnforcement Agency may require allforms to be incorporated onto the building plans. YES NO Form/Worksheet It Title 0 NRCC-MCH-01-E (Part .1 of 3) Certificate of Compliance, Declaration. Required on plans for all submittals. 0 NRCC-MCH-01-E (Part 2 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-02A to hA). Required on plans for all submittals. 0 NRCC-MCH-01-E (Part 3 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-12A to 18A). Required on plans where applicable. D 0 NRCC-MCH-02-E (Part 1 of 2) Mechanical Dry Equipment Summary is required for all submittals with Central Air Systems. It is optional on plans. 0 0 NRCC-MCH-02-E (Part 2 of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water, hotwater or condenser water systems. It is optional on plans. 0 NRCCMCR03E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is optional on plans. 0 NRCC-MCH-07-E (Part 1 of 2) Power Consumption of Fans. Required on plans where applicable D 0 NRCC-MCH-07-E (Part 2 of 2) Power Consumption of Fans, Declaration. Required on plans where applicable CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL SYSTEMS - "I CEC-NRCC-MCH-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 2 of 4) ProjectName: Grand Pacific Resorts Villa 60 Date Prepared 4/25/2016 B. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required forms) Test Performed By: Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test: All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test them self or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck - The NRCC-MCH-01-E form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. Inspector - Before occupancy permit is granted all newly installed process systems must be tested to ensure proper operations. Test Description MCH-02A MCH-03A MCH-04A MCH-05A MCH-06A MCH-07A MCH-08A MCH-09A MCH-10A MCH-11A Equipment • • Requiring Testing # of Outdoor Single Zone Air .. Distribution 0 Economizer Demand Control Supply Fan Valve Leakage Supply Water Hydronic System Automatic . . . or Verification • Units . . Air . Unitary Ducts Controls • Ventilation VAV Test Temp. Reset . Variable Flow Demand Shed (DCV) • Control Control GE Zoneline A2 30 • 0 0 0 0 0 0 • '0 0 o GE Zoneline Az 16 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 .0 0 .0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 CA Building Energy. Efficiency Standards - 2013 Nonresidential Compliance - . May-2015 STATE OF CALIFORNIA MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-MCH-01-E Mechanical Systems (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 C. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required forms) Test Performed By: Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test them self or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. The following tests require a Enforcement Agency: Plancheck - The NRCC-MCH-01-E form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. Inspector - Before occupancy permit is granted all newly installed proc'ess systems must be tested to ensure proper operations. Test Description MCH-12A MCH-13A MCH-14A MCH-15A MCH-16A MCH-17A MCH-18A Equipment # of Fault Detection & Automatic Fault Distributed Energy Thermal Energy Supply Air Requiring Testing units Diagnostics for DX Detection & Storage DX AC Storage (TES) Temperature Reset Condenser Water ECMS or Verification Diagnostics for Air & Reset Controls Units Zone Systems Systems Controls GE Zoneline AZ 30 0 0 0 0 0 0 0 GE Zoneline AZ 16 0 0 0 0 0 0 0 o o o o o o o o o o o 0 0 0 o 0 0 0 0 0 0 o o o o o o o o o o o 0 - o o El 0• 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL SYSTEMS WW" CEC-NRCC-MCH-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 4 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT - 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Signature Company CGK Consulting Group Inc Signature Date 4/25/2016 Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS Certification Identification (if applicable): M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept-responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Michael A Carlomagho, PE - Responsible Designer Signature: Company: CGK Consulting Group Date Signed: 4/25/2016 Address: 7968 Arjons Drive Suite All 2 • License: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 '7 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS rir CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tags and System MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation Demand Control Ventilation5 Occupant Sensor Ventilation Control6 Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4 (a & b) Supply Fan Pressure Control Simultaneous Heat/Cools Economizer Heat and Cool Air Supply Reset Electric Resistance Heating9 Duct Leakage Sealing and Testing.'° 'Laundry Room I Elevator Machine Electrical T-24 Sections ?jerence to the Requirements in the Contract Doc 110.1 or 110.2(a) 110.1 or 110.2(a) / 110.2(b). 110.2(c) 120.1(b 120.1(c 120.1(c 120.2(e 120.2(f) 120.2(g 120.2(h 120.2(i) 120.4 140.4(a & b) ' v/N Y V/N V/N 140.4(c) .140.4(d) 140.4(e) 140.4(f) 140.4(g) 140.4(l) Notes: / Provide equipment tags (e.g. AHU I to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a McH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS nal CEC-NRCC-MCI-I-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION NOF CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements S (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description' Fire Riser Boiler Plant Floor 1 - Room 01 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation Demand Control Ventilations Occupant Sensor Ventilation Contro16 Shutoff and Reset Control S7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES T-24 Sections ference to the Requirements /Contract in tXe Documents2 110.1 or '110.2(a) 110.1 or 110.2(a) 110.2(b), 110.2(c) Ar 110.2(d) 110.2(f) 120.1(b) \ / 120.1(c)4 120.1(c)5, 120.2(e)3 120.2(e) 120.2(f) \ / 120.2(g) 120.2(h) 120.2(i) / 120.4 / Equipment is sized in conformance with 140.4(a & b) - Y V/N 140.4 (a & b) y YX/ y \Y/N Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(1) Electric Resistance Heating9 140.4(g) _______ Duct Leakage Sealing and Testing.'° 140.4(l) \ Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the-system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH -04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS ' CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION -'%W- 'CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description' I Floor 1 - Room 02 1 Floor 1 - Room 0 Floor 1 - Room 04 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHIJs Ventilation Demand Control Ventilations Occupant Sensor Ventilation Control6 Shutoff and Reset Controls7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 110.1 or 110.2(a) 110.1 or 110.2(a) 110.2(b), 110.2(c) 110.2(d) 110.2(f) 120.1(b) 120.1(c)4' 120,1(c)5, 120.2(e)3 20.2(e) 120.2(f) 120.2(g) 120.2(h) 120.2(i) 120.4 Equipment is sized in conformance with 140.4(a & b) YIN Y Y/N Y YIN 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset ' 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.'° 140.4(l) Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VA V reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS 0EC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description" Floor 1 - Room OE I Floor 1 - Room 0€ Floor 1 - Room 07 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation Demand Control Ventilations Occupant Sensor Ventilation Contra 16 Shutoff and Reset Controls7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 110.1 or 110.2(a) _ -v-- - 110.1 or 110.2(a) 110.2(b), 110.2(c) 110.2(d) 110.2(f) 120.1(b) 120.1(c)4 120.1(c)5, 120.2(e)3 120.2(e) 120.2(f) 120.2(g) 120.2(h) 120.2(i) 120.4 Equipment is sized in conformance with 140.4(a & b) Y/N Y Y/N Y Y/N 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and'Testing.'° 140.4(I) Notes: Provide equipment tags (e.g. AHU I to 10) and system description (e.g. Single Duct VA V reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA "if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4; Identify where the ventilation requirements are documented for each central HVAC system: Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup.(if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH -04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS i. CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION W CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tags and System Description' Floor 1 - Room OE I Floor 1 - Room O Floor 1 - Room 10 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency' 110.1 or 110.2(a) Cooling Equipment Efficiency' 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AHUs 110.2(f) Ventilation 120.1(b) Demand Control Ventilations 120.1(c)4 Occupant Sensor Ventilation Contra 16 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) Y/N Y Y/N V Y/N 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(l) Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA "if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 P STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description' Floor 1 - Room 11 1 Floor 1 - Room 12 Floor 3 - Room 01 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency 3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation' Demand Control Ventilation5 Occupant Sensor Ventilation Control6 Shutoff and Reset Controls7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES T-24.Sections Reference to the Requirements in the Contract Documents2 110.1 or 110.2(a) 110.1 or 110.2(a) 110.2(b), 110.2(c) 110.2(d) 110.2(f) 120.1(b) 120.1(c)4 120.1(c)5, 120.2(e)3 120.2(e) 120.2(f) 120.2(g) 120.2(h) 120.2(i) 120.4 Equipment is sized in conformance with 140.4(a & b) ' Y/N Y V/N V Y N 140.4(a&b) / Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.'° 140.4(I) _ Notes: - Provide equipment tags (e.g. AHU I to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all ofthefollowing information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more spOce is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description' Floor 3 - Room 1 Floor 4- Room 02 Floor 4 - Room 03 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation Demand Control Ventilations Occupant Sensor Ventilation Control6 Shutoff and Reset Controls7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 110.1 or 110.2(a) 110.1 or 110.2(a) 110.2(b), 110.2(c) 110.2(d) 110.2(f) 120.1(b) 120.1(c)4 120.1(c)5, 120.2(e)3 120.2(e) 120.2(f) 120.2(g) 120.2(h) 120.2(i) 120.4 Equipment is sized in conformance with 140.4 (a & b) Supply Fan Pressure Control Simultaneous Heat/Cool8 Economizer Heat and Cool Air Supply Reset Electric Resistance Heating9 Duct Leakage Sealing and Testing.'° 140.4(a & b) 140.4(c) 140.4(d) 140.4(e) 140.4(f) 140.4(g) 140.4(l) Notes: Y V/N I V/N I V/N Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA "if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. Identify Where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS 'EC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description1 Floor 4- Room 04 Floor 4 - Room 0E I Floor 4 - Room 06 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation Demand Control Ventilation" Occupant Sensor Ventilation Control6 Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES T-24 Sections Reference to the Requirements in the Contract Documents' 110.1 or 110.2(a) 110.1 or 110.2(a) 110.2(b), 110.2(c) 110.2(d) 110.2(f) 120.1(b) _ 120.1(c)4 120.1(c)5, 120.2(e)3 120.2(e) 120.2(f) 120.2(g) 120.2(h) 120.2(i) 120.4 Equipment is sized in conformance with 140.4(a & b) ' N Y N Y V V Y N 140.4 (a &b) / / / Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool" 140.4(d) Economizer . 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.'° 140.4(l) Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant. paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If 'one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description' Floor 4 - Room 0-i I Floor 4 - Room OE I Floor 4 - Room 09 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low leakage AHUs Ventilation Demand Control Ventilations Occupant Sensor Ventilation Contra 16 Shutoff and Reset Control S7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE PRESCRIPTIVE MEASURES Equipment is sized in conformance with Supply Fan Pressure Control Simultaneous Heat/Cool8 Economizer Heat and Cool Air Supply Reset Electric Resistance Heating9 Duct Leakage Sealing and Testing.10 T-24 Sections Reference to the Requirements in the Contract Documents2 110.1 or 110.2(a) 110.1 or 110.2(a) 110.2(b), 110.2(c) 110.2(d) 110.2(f) 120.1(b) 120.1(c)4 120.1(c)5, 120.2(e)3 120.2(e) 120.2(1) 120.2(g) 120.2(h) 120.2(i) 120.4 -v----- -f--- 140.4 (a & b) 140.4(a & b) Y V/N Y V/N 140.4(c) 140.4(d) 140.4(e) 140.4(1) 140.4(g) 140.4(I) Notes: Provide equipment tags (e.g. AHU I to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA "if the requirement is not applicable to this system. The referenced plans and specifications must include all ofthefollowing information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) ProjectName. Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016- Equipment Tags and System Description' Floor 4 - Room 1( Floor 4 - Room 11 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency 3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AH Us 110.2(f) Ventilation4 120.1(b) Demand Control Ventilations 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) - Economizer FDD 120W Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) V/N Y V/N V/N 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(l) Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. -Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. - CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC WET SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 06/14) . CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Wet System Requirements (Page 2 of 3) Project Name. Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A. Equipment Tags and System Description' I I I I I MANDATORY MEASURES Heating Hot Water Equipment Efficiency3 Cooling Chilled and Condenser Water Equipment Efficiency3 Open and Closed Circuit Cooling Towers conductivity or flow-based controls Open and Closed Circuit Cooling Towers Maximum Achievable Cycles of Concentration (LSI)6 Open and Closed Circuit Cooling Towers Flow Meter with analog output Open and Closed Circuit Cooling Towers Overflow Alarm Open and Closed Circuit Cooling Towers Efficient Drift Eliminators Pipe Insulation PRESCRIPTIVE MEASURES T-24 Sections I Reference to the Requirements in the Contract Documents2 110.1 110.1, 140.4(i) 110.2(e) 1 110.2(e) 2 110.2(e) 3 110.2(e) 4 110.2(e) 5 120.3 Cooling Tower Fan Controls 140.4(h)2, 140.4(h)5 V/N V/N YIN Cooling Tower Flow Controls 140.4(h)3 Centrifugal Fan Cooling Towers4 140.4(h)4 Air-Cooled Chiller Limitation 140.40) Variable Flow System Design 140.4(k) Chiller and Boiler Isolation 140.4(k) CHW and HHW Reset Controls 140.4(k) WLHP Isolation Valves 140.4(k) VSD on CHW, CW & WLHP Pumps >SHP 140.4(k) DP Sensor Location 140.4(k) Notes: Provide equipment tags (e.g. CH 1 to 3) or system description (e.g. CHW loop) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and port-load) include all. For chillers operating at non-standard efficiencies provide the Kadj values. For chillers also note whether the efficiencies are Path A or Path B. Identify if cooling towers have propeller fans. If towers use centrifugalfans document which exception is used. S. If air-cooled chillers are used, document which exceptions have been used to comply with 140.4(j) and the total installed design capacity of the air-cooled chillers in the chilled water plant. 6. Identify the existence of a completed MCH-06-E \when open or closed circuit cooling towers are specified to be installed, otherwise enter "N/A". CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Wet System Requirements (Page 3 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of CompIiarce documentation is accurate and complete. Documentation Author Name. Michael A Carlomagno Documentation Author Signatur Company: CGK Consulting Group, Inc. Signature Date: 4/25/2O f6' Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS certification Identification (if applicable): M35807 City/State/Zip: San Diego, CA 92126 Ph0tt 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury; under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of. Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed sign copy of this Certificate of Compliance is required to be included with the documentation the builder provides t bui wn Responsible Designer Name: Michael A Carlomagno, PE . 1Responsible Designer Signatur Date signed Company: CGK Consulting Group Address: 7968 Arjons Drive Suite Al 12 license: . M35807 City/State/Zip. San Diego, CA 92126 Phone: 858-598-4867 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT "I CEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 ACTUAL DESIGN INFO (FROM EQUIPMENT VAV Reheated Primary Air - VAV Deadband - SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM Primary Air CFM A B C 0 E F C H I J K I M N 0 p Q R S T 8° z 8 22 8 - ._, 8 qZ o o z z z., 5i rz > C Z n, ; w . -0 0 nn rt' 0 On' r 0 rt -< .< n Z C Laundi 53 10.15 8 0.5 15.0 8 8 V Total 8 Elevati 51 0.15 8 0.0 0.0 0 8 V Total 8 Electril 60 0.15 9 0.0 0.0 0 19 V Total 9 Fire Ri 53 0.15 8 0.0 0.0 0 8 V Total 8 Boiler 51 0.15 8 0.0 0.0 0 8 V Total 18 Room 411 0.15 62 12.1 130.0 162 162 V Yellow shaded cells require user input. Remaining cells are protected and automatic The largest amount of primary air supplied by the terminal unit when its operating in the Cooling mode. The smallest amount of primary air supplied by the terminal unit in the deadband mode. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It-compares the value in column S to the value in column C. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016- ACTUAL DESIGN INFO (FROM EQUIPMENT - VAV Reheated Primary Air - VAV Deadband SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM' Primary Air CFM A S C D E F G H I J K M N 0 P Q R S T di >0 Z r'cZ Ooz qct z 8jz 'o qo qzo ci° : >< ?55 > -' O D 0 .o g .oz O -< .< n, > '- fl Z C C z " Total 62 Room 558 0.15 84 2.8 30,0 84 84 V Total 84 Room 162 0.15 24 0.8 30.0 24 24 V Total 24 Room 192 0.15 29 1.0 30.0 29 29 . V Total 29 Room 530 0.15 80 2.7 30.0 80 80 V Total 80 Room 1402 0.15 60 2.0 30.0 60 60 V Total 60 Yellow shaded cells require user input. Remaining cells are protected and automatic The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode; The smallest amount of primary air supplied by the terminal unit in the deadband mode. The largest amount of primary air supplied by the terminal unit when its operating in the heating mode. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 0.50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the valuein column P to the value in column D. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND. REHEAT CEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 ACTUAL DESIGN INFO (FROM EQUIPMENT - VAV Reheated Primary Air - VAV Deadband - SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM Primary Air CFM A B C D E F G H I J K L M N 0 P Q R S T U Z q - H o ... ' CR ._ 8 O.Z jZQ> C ZD ,o ? . 3i ; . 3 rr, '9 (-ua O 0 . Z C Room 402 0.15 60 2.0 30.0 60 60 V Total 60 Room 530 0.15 80 2.7 30.0 80 80 V Total 80 Room 192 0.15 29 1.0 30.0 29 29 V Total 29 Room 162 0.15 24 0.8 30.0 24 24 V Total 24 Room 558 0.15 84 2.8 30.0 84 84 V Total 84 Room I 411 0.15 162 2.1 30.0 162 62 V Yellow shaded cells require user input. Remaining cells are protected and automatic The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. The smallest amount of primary air supplied by the terminal unit in the deadband mode. c The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than.the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. i. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 0.50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) ProjectName: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 ACTUAL DESIGN INFO (FROM EQUIPMENT - VAV Reheated Primary Air - VAV Deadband - SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS - MINIMUM CFM Primary Air CEM A B C 0 E F G H I J K L- M N o P Q R S Z 8 z 8 ._ 8 > ~::a 3 .', .', -c c> 8 C 9 -c -c Z c Total 62 Room 411 0.15 62 2.1 30.0 62 162 V Total 62 Room 411 0.15 62. 2.1 30.0 62 62 V Total 62 Room 558 0.15 84 12.8 30.0 84 84 V Total 84 Room 162 0.15 24 0.8 30.0 24 24 V Total 24 Room 192 0.15 29 1.0 30.0 29 29 V Total 29 Yellow shaded cells require user input. Remaining cells are protected and automatic The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. The smallest amount of primary air supplied by the terminal unit in the deadband mode. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed Seating. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) P,oiectNanre: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 ACTUAL DESIGN INFO (FROM EQUIPMENT - VAV Reheated Primary Air - VAV Deadband - SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM Primary Air CFM A B C D E F G H I J K I. M N 0 P Q R S T 8 . 0 Xo r z22 8 ! 8 8 0 O :E 5i qzo> c cizo Fi z 0 fl 0 6 O> o 0 a 0 ,_ ,, . 00 --.... Z c Room 530 0.15 80 2.7 30.0 80 80 V Total 80 Room 402 0.15 60 2.0 30.0 60 60 V Total 60 Room 402 0.15 60 20 30.0 160 ' 60 V Total 60 Room 530 0.15 80 2.7 30.0 80 80 V Total 80 Room 192 0.15 29 1.0 30.0 29 29 V Total 29 Room 1 1162 0.15 124 0.8 130.0 24 24 V Yellow shaded cells require User input. Remaining Cells are protected and automatic - The largest amount of primary air supplied by the terminal unit when its operating in the cooling mode. The smallest amount of primary air supplied by the terminal unit in the deadband mode. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column Q. H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Airflow (Reqd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) This column identifies whether Or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than.300 cfm, then this is not applicable. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT GEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 DatePrepa,ed: 4/25/2016 ACTUAL DESIGN INFO (FROM EQUIPMENT - VAV Reheated Primary Air - VAV Deadband - SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM Primary Air CFM A B C D E F G H I J K I M N 0 P Q R S I Go- 5z z z 8 25 8 8 s;;; >c; ? _ o —> o - . . .—°< ! ZO -9 -< Z 9 2 C - - Total . 24 Room . 558 0.15 84 2.8 30.0 84 84 V Total 84 Yellow shaded cells require user input. Remaining cells are protected and automatic The largest amount of primary air supplied by the terminal unit when its operating in the cooling mode. The smallest amount of primary air supplied by the terminal unit in the deadband mode. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 0.50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. - Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. - This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 2 of 2) ProjectN,,,e: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance, documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Signature: Company: CGK Consulting Group, Inc. Signature Date: 4/25/2016 Address. 7968' Arjons Drive Suite Al 1 2 CEA/ HERS certification Identification (it applicable): M35807 City/State/Zip: San Diego, CA 92126 phone: 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. '5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer signature: Company: ' CGK Consulting Group Date Signed: 4/25/201 F; Address: .7968 Arjons Drive Suite A112 License: M35807 City/State/Zip: San Diego, CA 92126 - . phone: 858-598-4867 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . . May 2015 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 - Date Prepared: 4/25/2016 MECHANICAL COMPLIANCE FORMS & WORKSHEETS (indicate if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: The Enforcement Agency may require al/farms to be incorporated onto the building plans. Forms NRCC-MCH-04-E and NRCC-MECH-05-E are alternative forms to NRCC-MCH-01-E, NRCC-MCH-02-E and NRCC- MCH-03-E for projects using only single zone packaged HVAC systems. YES NO Form Title NRCC-MCH-04-E (1 of 2) Certificate of Compliance. Required on plans when used. NRCC-MCH-04-E (2 of 2) Mechanical Acceptance Tests. Required on plans when used. , NRCC-MCH-05-E (1 of 2) HVAC Prescriptive Requirements. It is required on plans when used. NRCC-MCH-05-E (2 of 2) Mechanical SWH Equipment Summary is required for all submittals with service water heating, pools or spas. It is required on plans where applicable. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests (Page 2 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 412512016 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 list 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. Enforcement Agency: 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 NRCC-MCH-04-E 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 and replaced 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 Section 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 MCH-02-A MCH-03-A MCH-04-A MCH-05-A MCH-06-A MCH-07-A MCH-11-A MCH-12-A MCH-14-A MCH-18-A Test Performed By: Equipment # of Outdoor Single Zone Air Economizer Demand Supply Automatic FDD for Distribute Energy Requiring units Air Unitary Distribution Controls Control Fan VAV Demand Packaged d Energy Managem Testing or Ducts Ventilation Shed DX Units Storage ent Verification (DCV) Control DX AC Control Systems System GE Zonelin 30 / GE Zonelin 16 / CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 -J STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS Rl CEC-NRCC-MCH-04-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCc-MCH-04-E Required Acceptance Tests - (Page 3 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author signature: Company: CGK Consulting Group, Inc. signature Date. 4/25/2016 001 Address: 7968 Arjons Drive Suite Al 12 cEA/ HERS Certification Identification (if applicable): M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signature: - Company: CGK Consulting Group Date Signed: 4/25/2016 Address. 7968 Arjons Drive Suite Al 12 license. M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 - CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tag(s)1 Floor 1 - Room 01 Floor 1 - Room 02 Floor 1 - Room 03 MANDATORY MEASURES T-24 Sections Requirement3 As Scheduled Requiremen? As Scheduled Requirement3 As Scheduled3 Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 EER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 EER Thermostats5 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Contro16 110.2(d) n/a n/a n/a 110.2(f). NR none NR none NR none Low Leakage AHU Ventilation 120.1(b) 62. 62 84 84 24. 24 Demand Control Ventilation8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sens Outdoor Air and Exhaust Damper Control 120.2(f) Req . Gravity Req Gravity Req Auto Automatic Demand Shed Controls 120.2(h) NR none NR none NR none Economizer FDD 120.2(i). INR INR NR 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 Duct Insulation PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 8,151 Btu/hr 33,728 Btu/hr 7,045 Btu/hr 50,591 Btu/hr 2,714 Btu/hr 45,542 Btu/hr 140.4 (a & b) 9,314 Btu/hr 13,353 Btu/hr 9,899 Btu/hr 21,280 Btu/hr 4,859 Btu/hr 14,512 Btu/hr 140.4(e) NR No Economizei NR No Economizer NR No Economizer Economizer Electric Resistance Heating'° 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 140.40) NR lNo NR I No INR No Notes: Provide equipment tags (e.g. AC1 arACi to 10). Multiple units of the some make and model with the same application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. k8tuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value far the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter bath with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A". In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "NIA" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS GEC-NRCC-MCH-05-E (Revised 05115) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) ProlectName: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tag(s)1 Floor 1 - Room 04 Floor 1 - Room 05 Floor 1 - Room 06 MANDATORY MEASURES T-24 Sections Requirement3 As Schedule7 Requirement3 As Schedulec? Requirement3 As Schedule;? Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 EER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 EER Thermostats5 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Control6 110.2(d) n/a n/a n/a Low Leakage AHU 110.2(f) NR none NR none NR none Ventilation 120.1(b) 29 29 80 80 60 60 Demand Control Ventilation8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sens Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Req Gravity Req Gravity Automatic Demand Shed Controls 120.2(h) NR none NR none NR none Economizer FDD 120.2(i) INR 1NR 1 NR Duct Insulation 120.4 R-8 R-8.0 I R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 2,597 Btu/hr 45,542 Btu/hr 7,492 Btu/hr 50,591 Btu/hr 6,159 Btu/hr 50,591 Btu/hr 140.4 (a&b) 3,318 Btu/hr 12,351 Btu/hr 9,892 Btu/hr 21,263 Btu/hr 7,757 Btu/hr 22,542 Btu/hr Economizer 140.4(e) NR No Economizel NR No Economizer NR No Economizer Electric Resistance Heating'° 140.4(g) No No No No No No Duct Leakage Sealing and Testing.'1 140.4(l) NR I No NR I No INR I No Notes: Provide equipment togs (e.g. AC1 or ACI to 10). Multiple units of the some make and model with the same application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In theright column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has afurnace which is rated at>=225,000 Btuh of capacity, indicate the ratedstandby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "NIA". In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "N/A" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared : 4/25/2016 Equipment Tag(s)1 Floor 1 - Room 07 Floor 1 - Room 08 Floor 1 - Room 09 MANDATORY MEASURES T-24 Sections Requirement3 As Scheduled Requirement3 As Scheduled Requirement3 As Scheduled'. Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1or110.2(a) 9.0 [ER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 [ER Thermostats5 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Control6 110.2(d) n/a n/a n/a 110.2(f) NR none NR I NR none NR none Low Leakage AHU Ventilation 120.1(b) 60 60 80 80 29 29 Demand Control Ventilation8 120.1(c)4 NR No No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sen5 Shutoff and Reset Controls9 Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Req Gravity Req Gravity 120.2(h) I NR none NR none NR none Automatic Demand Shed Controls Economizer FDD 120.2(i) INR NR I NR Duct Insulation 120.4 R-8 I R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 6,159 Btu/hr 50,591 Btu/hr 7,492 Btu/hr 50,591 Btu/hr 2,597 Btu/hr 45,542 Btu/hr 140.4 (a&b) 7,959 Btu/hr 21,142 Btu/hr 9,904 Btu/hr 21,263 Btu/hr 3,318 Btu/hr 12,351 Btu/hr 140.4(e) NR No Economizei NR No Economizer NR I No Economizer Economizer Electric Resistance Heating1° 140.4(g) No No No No No No Duct Leakage Sealing and Testing.'1 140.4(l) NR No NR I No I NR No Notes: Provide equipment tags (e.g. AC1 orACi to 10). Multiple units of the same make and model with the some application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and JEER). S. In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A". In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "NIA" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA "in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) ProjectName: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tag(s)1 Floor 1 - Room 10 Floor 1 - Room 11 Floor 1 - Room 12 MANDATORY MEASURES T-24 Sections Requiremen? As Scheduled' Requirement' As Scheduled Requiremen? As Schedulec? Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 EER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 EER Thermostats5 . 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Control6 110.2(d) n/a n/a n/a 110.2(f) NR none NR none NR none Low Leakage AHU Ventilation 120.1(b) 24 24 84 84 62 62 Demand Control Ventilation8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset.Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sens Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Req Gravity Req Gravity Automatic Demand Shed Controls 120.2(h) I NR none NR none I NR none Economizer FDD 120.2(i) NR INR I NR Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 2,714 Btu/hr 45,542 Btu/hr 7,045 Btu/hr 50,591 Btu/hr 7,873 Btu/hr 33,728 Btu/hr 140.4 (a & b) 4,859 Btu/hr 14,512 Btu/hr 9,899 Btu/hr 21,280 Btu/hr 8,120 Btu/hr 14,249 Btu/hr 140.4(e) NR No Economizei NR No Economizer NR No Economizer Economizer Electric Resistance Heating1° 140.4(g) No No No No No No Duct Leakage Sealing and Testing.11 1 140.4(l) NR lNo NR I No INR No Notes: - Provide equipment togs (e.g. AC1 or ACI to 10). Multiple units of the some make and model with the some application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no coaling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for rn the units as specified. Where there is more than one requirement (e:g. full and part load efficiency) enter bath with the appropriate labels (e.g. COP and JEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. / If the unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 8tuh indicate "N/A". In the left column, enter bath the required ventilation value from Table 120.IA and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. lithe space is naturally ventilated enter "NIA" in the left column and "the space is naturally ventilated" in the right column. S. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) - In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. - CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION "'' CERTIFICATE OF COMPLIANCE N RCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tag(s)' Floor 3 - Room 01 Floor 3 - Room 12 Floor 4 - Room 02 MANDATORY MEASURES T-24 Sections Requirement3 As Schedulec? Requirement3 As Scheduled Requirement3 As Scheduled' Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP ' 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 EER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 EER Thermostats5 110,2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Control6 110.2(d) n/a n/a n/a Low Leakage AHU 110.2(f) NR none NR 'none NR none Ventilation 120.1(b) 62 62 62 62 84 84 Demand Control Ventilation8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sen Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Req Gravity Req Gravity Automatic Demand Shed Controls 120.2(h) NR none NR none NR none Economizer FDD 120.2(i) NR NR NR Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 8,715 Btu/hr 16,864 Btu/hr 8,715 Btu/hr 16,864 Btu/hr 10,450 Btu/hr 16,864 Btu/hr 140.4 (a & b) 9,799 Btu/hr 6,968 Btu/hr 8,933 Btu/hr 6,948 Btu/hr 12,202 Btu/hr 7,148 Btu/hr 140.4(e) NR No Economizei NR No Economizer NR No Economizer Economizer Electric Resistance Heating1° 140.4(g) No No No No' No No Duct Leakage Sealing and Testing."" 140.4(l) NR No NR I No INR No Notes: Provide equipment togs (e.g. AC1 orAC1 to 10). Multiple units of the some make and model with the same application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "NIA" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has afurnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "NIA". In the left column, enter bath the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. lithe space is naturally ventilated enter "N/A" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. lithe system has electric heating indicate which exception to 140.4(g) applies. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tag(s)1 - Floor 4 - Room 03 Floor 4 - Room 04 Floor 4 - Room 05 MANDATORY MEASURES T-24 Sections Requirement-' As Scheduled' Requirement' As Scheduled3 Requirement3 As Sche'duled' Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 EER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 EER Thermostats5 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Contro1 6 110.2(d) n/a n/a n/a Low Leakage AHU 110.2(f) NR none NR none NR none Ventilation 120.1(b) 24 24 29 29 80 80 Demand Control Ventilation 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sens Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Req Gravity Req Gravity Automatic Demand Shed Controls 120.2(h) NR none NR none NR none Economizer FDD 120.2(i) NR NR NR Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 3,049 Btu/hr 15,181 Btu/hr 2,995 Btu/hr 15,181 Btu/hr 8,577 Btu/hr 16,864 Btu/hr 140.4 (a & b) 5,038 Btu/hr 4,976 Btu/hr 3,789 Btu/hr 4,306 Btu/hr 10,696 Btu/hr 7,090 Btu/hr Economizer 140.4(e) NR No Economizei NR No Economizer NR No Economizer Electric Resistance Heating1° 140.4(g) No No No No No No Duct Leakage Sealing and Testing.11 140.4(l) NR I No I NR I No NR No Notes: Provide equipment tags (e.g. ACI or ACI to 10). Multiple units of the same make and model with the some application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and port load efficiency) enter both with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has afurnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "NIA". In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "NIA" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. - LA bullalng Lnergy Ltticlency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Equipment Tag(s)1 Floor 4 - Room 06 Floor 4 - Room 07 Floor 4 - Room 08 MANDATORY MEASURES T-24 Sections Requiremen? As Scheduled Requiremen? As Schedulec? Requiremen? As Schedulec? Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 [ER 10.5 EER 9.0 EER 10.5 EER 9.0 [ER 10.5 [ER Thermostats5 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Control6 110.2(d) n/a n/a n/a Low Leakage AHti 110.2(f) NR none NR none NR none Ventilation 120.1(b) 60 60 60 60 80 80 Demand Control Ventilation8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sen Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Req Gravity Req Gravity Automatic Demand Shed Controls 120.2(h) NR none NR none NR none Economizer FDD 120.2(i) NR INR NR Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 6,985 Btu/hr 16,864 Btu/hr 6,985 Btu/hr 16,864 Btu/hr 8,577 Btu/hr 16,864 Btu/hr 140.4 (a & b) 8,203 Btu/hr 7,347 Btu/hr 8,417 Btu/hr 7,344 Btu/hr 10,720 Btu/hr 7,091 Btu/hr Economizer 140.4(e) NR No Economizel NR No Economizer NR No Economizer Electric Resistance Heating1° 140.4(g) No No No No No No Duct Leakage Sealing and Testing.11 140.40) NR I No NR I No I NR No Notes: Provide equipment tags (e.g. AC1 orACi to 10). Multiple units of the some make and model with the same application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and port load efficiency) enter both with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A". In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the 'actual minimum ventilation as scheduled. If the space is naturally ventilated enter "NIA" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 Equipment Tag(s)1 Floor 4 - Room 09 Floor 4 - Room 10 Floor 4 - Room 11 MANDATORY MEASURES T-24 Sections Requirement3 As Scheduled3 Requirement3 As Scheduled3 Requirement3 As Scheduled3 Heating Equipment Efficiency4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency4 110.1 or 110.2(a) 9.0 EER 10.5 EER 9.0 EER 10.5 EER 9.0 EER 10.5 EER Thermostats5 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback Furnace Standby Loss Contro1 6 110.2(d) n/a n/a n/a Low Leakage AHU 110.2(f) NR none NR none NR none Ventilation 120.1(b) 29 29 24 24 84 84 Demand Control Ventilation8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Sei Req Occupancy Sen Req Occupancy Sens Outdoor Air and Exhaust Damper Control 120.2(f) . Req Gravity Req Gravity Req Gravity Automatic Demand Shed Controls 120.2(h) NR none NR none I NR none Economizer FDD 120.2(i) NR NR NR Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 2,995 Btu/hr 15,181 Btu/hr 3,049 -Btu/hr 15,181 Btu/hr 10,388 Btu/hr 16,864 Btu/hr 140.4 (a&b) 3,789 Btu/hr 4,306 Btu/hr 5,038 Btu/hr 4,976 Btu/hr 11,519 Btu/hr 7,145 Btu/hr Economizer 140.4(e) NR No Economizei NR No Economizer NR No Economizer Electric Resistance Heating'° 140.4(g) . No No No No No No Duct Leakage Sealing and Testing.1' 140.4(l) NR No NR I No I NIR I No Notes: Provide equipment togs (e.g. ACI or ACI to 10). Multiple units of the some make and model with the some application and accessories con be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heotpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. . If the unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "NIA". In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "NIA" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Vent/lotion Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate ."provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). - 10. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. LA building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 2 of 2) ProIectNane: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 11. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. I DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Signature Company: CGK Consulting Group, Inc. Signature Date: 4/25/2016 Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS Certification Identification Iii applicable): M35807 City/State/Zip: San Diego, CA 92126 Phone : 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be inc u with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signature: Company: CGK Consulting Group Date signed: 4/25/2016 Address: 7968 Arjons Drive Suite Al 12 license: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floorl - RoomOl - Supply Fan 0.100 85.5% 100.0% 2.0 175 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F V FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 175 W 2) SUPPLY DESIGN AIRFLOW 1,180 CFM Standards. A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)' 0.148 W/CFM Total Fan pressure drop across the fan (SPf) On Line 5. V V 4)SPa in W.0 or Pa V 5) SPf V V inW.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP; V C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.148 V W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm.for Constant Volume systems or 1.25 w/cfm for VAV systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totolfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E x 746 / (Cx D) MOTOR DRIVE Floor I - Room 02- Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E x 746 / (C x D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W 2) SUPPLY DESIGN AIRFLOW 1,770 CFM Standards. A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)' 0.148 W/CFM Total Fan pressure drop across the fan (SP) on Line 5. 4)SP a in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. Spf inW.0 or Pa Fan Adjustment = 1(SPa - 1)/SP C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VA systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with o tote/fan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E x 746 / (Cx b) MOTOR DRIVE Floorl - Room 03-Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. 2) SUPPLY DESIGN AIRFLOW 1,560 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter 5a on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)' 0.168 W/CFM Total Fan pressure drop across the fan (SP) on Line 5. 4)SPa in W.0 or Pa 5) SPf in W.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION W-1-11P CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1-of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems. NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Floor I - Room 04- Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet far each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFI ENCY CI NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATTS, SUM W in §140.4(c) of the Building Energy Efficiency COLUMN F) 262 2) SUPPLY DESIGN AIRFLOW 1,560 CFM Standards. A) If filter pressure drop (SPa) is greater than 1 inch 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 0.168 W/CFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SPf) on Line in W.0 5. 4) SPa or Pa 5) Spf in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa 1)/SPy C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volumesystems or 1.25w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 . Date Prepared: 4/25/2016 Constant Volume Fans Systems S NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 1- Room 05- Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems - NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E ) F FAN DESCRi PTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B Ex746/ (Cx D) MOTOR . DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. 2) SUPPLY DESIGN AIRFLOW - 1,770 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)1 0.148 W/CFM Total Fan pressure drop across the fan (SP) on Line s. . - 4)SPa in W.0 or Pa 5) SPf in W.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP - C) Calculate Adjusted Fan Power Index and enter on Row 7 - 7) ADJUSTED FAN POWER INDEX (Line 3x Line 6)1 r7) A - 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX orADJUS TED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAV systems. . CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION RIPT ~ CEC-NRCC-MCI-4-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-MCH-07-E Power Consumption of Fans Requirements S (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 1 - Room 06- Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C I D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W 2.) SUPPLY DESIGN AIRFLOW 1,770 CFM Standards. A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SPf) on Line 5. 5 4)SP S in W.0 or Pa 5) Spf in W.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION "013-147i CEC-NRCC-MCI-I-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each Ion system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 1-Room 07-Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfon system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF - FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. 2) SUPPLY DESIGN A!RFLOW 1,770 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SPf) on Line C 4)SPa in W.0 or Pa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-(SP - 1)/SP C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with 'a totolfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 1 - Room 08- Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF . FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. 2) SUPPLY DESIGN AIRFLOW 1,770 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SP) on Line 5. 4)SPa in W.0 or Pa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SPy C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX arADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAV systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A . B C 0 • E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E x 746 / (Cx D) MOTOR DRIVE Floor 1 - Room 09- Supply Fan 0.100 85.5% 100.0% . 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this works heet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. . 2) SUPPLY DESIGN AIRFLOW 1,560 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2) 0.168 W/CFM Total Fan pressure drop across the fan (SPr) on Line C 4)SPa in W.0 or Pa 5) SPf inW.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa 1)/SPy C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line.3 x Line 6)1 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. . CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each Ion system with o totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 1 - Room 10- Supply Fan . 0.100 85.5 % 100.0% 30 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENTEquation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. . 2) SUPPLY DESIGN AIRFLOW 1.560 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)1 0.168 W/CFM Total Fan pressure drop across the fan (SP) on Line 5. 4)5P in W.0 or P6' 5) Spf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION '' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resoits Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totolfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floorl - Room 11-Supply Fan 0.100 85.5% 100.0% 3.0 262 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 262 W Standards. 2) SUPPLY DESIGN AIRFLOW . 1,770 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter Sa on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SPy) on Line 5. 4) in W.0 or Pa 5) SP, in W.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SPy C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm far Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION We-15-11`7 CEC-NRCC-MCI-I-07-E (Revised 05115) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with o totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor I - Room 12- Supply Fan 0.100 85.5% 100.0% 2.0 175 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in 140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 175 W Standards. 2) SUPPLY DESIGN AIRFLOW 1180 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP on line 4. Enter . 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SP1) on Line s. 4)SPa . in W.0 or Pa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = L(SPa - 1)/SPf C) Calculate Adjusted Fan Power Index and enter . on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0:148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VA systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . S May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION I CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with o totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY ' NUMBER OF FANS 'PEAK WATTS BxEx746/ (C x 0) MOTOR DRIVE Floor3- Room ol-SupplyFan . . 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). A B CI D E F FAN DESCRIPTION . . DESIGN BRAKE HP EFFICIENCY. NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency ' 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. 2) SUPPLY DESIGN AIRFLOW . ' 590 CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter on line 4. Enter ' 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2) 0.148 ' W/CFM Total Fan pressure drop across the fan (SPf) on Line 5. 4) 51 a . in W.0 or Pa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/Spy C) Calculate Adjusted Fan Power Index and enter on Row 7 r7)DJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX orADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION rt-141); CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Floor 3-Room 12-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet far each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx 0) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W 0 2) SUPPLY DESIGN AIRFLOW 590 CFM Standards. A) If filter pressure drop (SP1) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row. 2)' 0.148 W/CFM Total Fan pressure drop across the fan (SPf) on Line s. 4)SPa in W.0 or Pa 5) SPf in W.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VA systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/20 16 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 4- Room 02- Supply Fan 0.100 85.5 % 100.0% . 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totolfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. 2) SUPPLY DESIGN AIRFLOW . 590 CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)1 0.148 W/CFM Total Fan pressure drop across the fan (SPf) on Line s. 4) SP,, in'W.0 or Pa 5) SPf . in W.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/Spy C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAV systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 ro STATE OF CALIFORNIA FAN POWER CONSUMPTION WAOF EC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific ResOrts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 4-Room 03-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VA V) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION . DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. . SUPPLY DESIGN AIRFLOW 520 CFM A)If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)1 0.168 W/CFM Total Fan pressure drop across the fan (SP) on Line s. 5a in W.0 or Pa SPf in W.C) or Pa B Calculate Fan Adjustment and enter on line 6. Fan Adjustment = 1(SPa - 1)/SPy C) Calculate Adjusted Fan Power Index and enter on Row 7 ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE . NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name. Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with o total fan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Cohsumotion of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS 8xEx746/ (Cx D) MOTOR DRIVE Floor 4-Room 04-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E 746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in 140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. 2) SUPPLY DESIGN AIRFLOW 520 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)' 0.168 W/CFM Total Fan pressure drop across the fan (SPf) on Line 5. . 4)SPa in W.0 or Pa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm far Constant Volume systems or 1.25 w/cfm for VAV systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 4-Room 05-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION . DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E x 746 / (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W 2) SUPPLY DESIGN AIRFLOW . 590 CFM Standards. A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)' 0.148 W/CFM Total Fan pressure drop across the fan (SP f) on Line 5. 4) S a in W.0 or Pa 5) SP . in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION W-13-41 - - CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each Ion system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans p140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 4- Room 06- Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans p140.4(c). A B C. I D E FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. . 2) SUPPLY DESIGN AIRFLOW 590 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP3 on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SP) on Line s. . 4) SP. in W.0 or Pa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-(SP. - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VA V systems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . . May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totolfon system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F, FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Floor 4-Room 07-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C I D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS,.SUM COLUMN F) 87 W Standards. 2) SUPPLY DESIGN AIRFLOW 590 CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SPf) on Line 5. . 4)SPa in W.0 or Pa 5) SPf inW.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX orADJUS TED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. tnl CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C b E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Floor 4-Room 08-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c): A B C I.D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. 2) SUPPLY DESIGN AIRFLOW 590 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 0.148 W/CFM Total Fan pressure drop across the fan (SPf) on Line S. 4)SPa in W.0 or Pa 5) SPf inW.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-(SP. - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION GEC-NRCC-MCI-I-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C 0 E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B x E x 746 / (C x D) MOTOR DRIVE Floor 4- Room 09- Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C I D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x 0) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) ofthe Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W 2) SUPPLY DESIGN AIRFLOW 520 CFM Standards. A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter Sa on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row. 1 / Row 2) 0.168 W/CFM Total Fan pressure drop across the fan (SPf) on Line 5. 4)SPa in W.0 or Pa 5) SP1 inW.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm far Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems - NOTE: Provide one copy of this works heet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx D) MOTOR DRIVE Floor 4-Room 10 -Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See-Power Consumption offans §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W Standards. 2) SUPPLY DESIGN AIRFLOW 520 CFM A) If filter pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 1 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 0.168 W/CFM Total Fan pressure drop across the fan (SP) on Line 5. 4)SPa in W.0 orPa 5) SPf inW.C or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAV systems. - CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance - May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION ".101-NI-51i CEC-NRCC-MCI-I-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION - 400-CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with a totolfon system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption of fons §140.4(c). A B C D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (C x D) MOTOR DRIVE Floor 4-Room 11-Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with o totolfon system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(c). A B C I D E F FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS BxEx746/ (Cx 0) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the. Building Energy Efficiency 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 87 W S 2) SUPPLY DESIGN AIRFLOW 590 CFM Standards. A) If filter pressure drop (SP a) is greater than 1 inch W. C. or 245 Pascal then enter SP, on line 4. Enter 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)1 0.148 W/CFM Total Fan pressure drop across the fan (SPy) on Line s. 4)SP . in W.0 or Pa 5) SPf in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1(SPa - 1)/SP C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VAVsystems. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance . May 2015 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 07/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 2 of 2) Project Name: Grand Pacific Resorts Villa 60 S Date Prepared: 4/25/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno - Documentation Author Signat Company: CGK Consulting Group Inc. Signature Date 4/25/2016 Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS certification Identification (if applicable): M35807 City/State/Zip: San Diego, CA 92126 Phone: 858 -598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to OS buildiaffwnerl4ccupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signature: 01 qlr Date Signed: 4/25/2016 Company: CGK Consulting Group Address: 7968 Arjons Drive Suite Al 12 License: M35807 City/State/Zip: San Diego, CA 92126 Phone: - 858-598-4867 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance S May 2015 STATE OF CALIFORNIA WATER HEATING SYSTEM GENERAL INFORMATION "50:131-7 CEC-NRCC-PLB-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E Water Heating System General Information (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 A GENERAL INFORMATION/SYSTEM INFORMATION Water Heater System Name: Raypak WH3-652 Water Heater System Configuration: Non-Central. Water Heater System Type: Building Type: Total Number of Water Heaters in Systems: I Central DHW Distribution Type: n/a Dwelling Unit DHW Distribution Type: Standard B. WATER HEATER INFORMATION Each water heater type requires a separOte form. Water Heater Type: Large Instantaneous Gas Fuel Type Gas Fired Manufacture Name Raypak W143-652 Model Number Number of Identical Water Heaters: I Installed Water Heater System Efficiency: 0.85 Required Minimum Efficiency: 085 Standby loss percent or Standby loss total: 0.000 Rated Input 650,000 810 Pilot Energy: 911 Water Heater Tank Storage Volume: 2 12 Exterior Insulation On Water Heater: 0 Volume of Supplemental Storage: Internal Insulation on Supplemental Storage: Exterior Insulation on Supplemental Storage: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA WATER HEATING SYSTEM GENERAL INFORMATION "~615't CEC-NRCC-PLB-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION -*qGW— CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E Water Heating System General Information (Page 2 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 4/25/2016 PLUMBING COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: The Enforcement Agency may require al/forms to be incorporated onto the building plans. YES NO Form/Worksheet # Title o 0 NRCC-PLB-01-E Certificate of Compliance, Declaration. Required on plans for all submittals. o 0 NRCI-PLB-01-E Certificate of Installation. Required on plans for all submittals. o o Certificate of Installation, required on central systems in high-rise residential, NRCI - PLB - 02-E hotel/motel application. o o Certificate of Installation, required on single dwelling unit systems in high-rise NRCI-PLB - 03..E residential, hotel/motel application. o o NRCI PLB 21 H Certificate of Installation, required on HERS verified central systems in.high-rise - - - residential, hotel/motel application. o o Certificate of Installation, required on HERS verified single dwelling unit systems in NRCI- PLB- 22 - H high-rise residential, hotel/motel application. o 0 FNRCI-STH-01-E Certificate of Installation, required on any solar water heating DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael A Carlomagno Documentation Author Signatur Company: CGK Consulting Group, Inc. Signature Date: 4/25/201 Address: 7968 Arjons Drive Suite Al 12 CEA/ HERS certification Identification (if applicable)M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the-requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation he buildeLprovid o the building owner at occupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signa Company: CGK Consulting Group Date Signed: 4/25/2016 oO- Address: 7968 Arjons Drive Suite Al 12 License: M35807 City/State/zip: San Diego, CA 92126 Phone: 858-598-4867 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 4 /,,~N 4h> CITY OF CARLSBAD COMMUNITY FACILITIES DISTRICT NO. I NON-RESIDENTIAL B-32 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. GRAND PACIFIC RESORTS Name of Owner 5900 Pasteur Ct Ste 200 Address Carlsbad, CA City, State 760-431-8500 Telephone 1578 Marbrisa Cr Project Address Carlsbad, CA Zip City, State Zip 211-131-11-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CBI 61617 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $ 17,719.62 Owner's Initials OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty- five (25) years. Maximum annual Special Tax: $ 2,447.08 Owner's Initials I DO HEREBY CERZUPENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. f6\ L Title -t rrti Je— L / ( Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use: HOTEL lmp.Area: 2 FY: 2015/16 Annex date: 12/21/93 Factor 0.8776 X 20,191 Square Ft. = $ 17,719.62 B-32 Page 1 of 1 Rev. 07109 C(CIty of Carlsbad CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name Building Permit Plan Check Number Project Address: A.P.N Project Applicant (Owner Name) Project Description Building Type Residential: Second Dwelling Unit: Grand Pacific Resorts C131 61617 1578 Marbrisa Circle 211-131-11-00 - Grand Pacific Resorts Timeshare -Villa 61 NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Square Feet of Living Area inSDU Residential Additions: Net Square Feet New Area Commercial/Industrial: 20,191 Net Square Feet New Area City Certification of Applicant Information: Shay L Eve4l., Date May 4, 2016 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District fl Vista Unified School District [II San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 2 5 5 P i c o A v e S t e . 1 0 0 Carlsbad CA 92009 (760-331-5000) Vista CA 92083 (760-726-2170) xt San Marcos, CA 92069 (760-290-2649) - çLi - 2222 Contact: Nancy Dolce (By Amt. Only) H Encinitas Union School District- Li San Dieguito Union High School District-By Appointment Only By appointment only 684 Requeza Dr. 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Encinitas, CA 92024 (760-753-6491 x 5514) (760-944-4300 x1166) Certification of Applicant/Owners. The person executing this declaration ("Owner) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is au to sign on behalf of the Owner. Signature: Date: B-34 . Page 1 of 2 Rev. 03109 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL PHONE NUMBER L (ç. SO JD Vr CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 (-t ('~ TITLE NAME OF SCHOOL DISTRICT DATE B-34 Page 2 of 2 Rev. 03/09 Per ** * * * * * * * * 8ENQ, IN j DES - - DEVELOPMENT ACCOUNT Torrey Pines Bank (heck # 5562 Grand Pacific Carlsbad L P 2760 Gateway Blvd Po;Ba4o68 Dept #595 jp &°ç Date .,CA 92018 06/17/2016 $10,903.14 PAY TO THE SBAD UNIFIED HOOL DISTRICT* ORDER 6225 EL CAMINO REAL 'OF CTRLSBAD, C92009 • OooL WAJATT4LD To UGT0 W. IGOL CUUEPn CoAoS MW IOX RED WCEOPVEARS WT S affie C1 h6ck ate, Check:N~ CARLSBAD UNIFIED SCHOOL DISTRICT CBUNF 595 -00101 06/17/2016 5562 1umber ;Jnvoice mv Date R eference;., InvoiceAmount TotaI!aId XT WDiscount/Adj Paym;Pr ent Amount , CB 161617-160616 06/16/2016 V61 10903.14 10903.14 0.00 10903.14 Torrey Pines Bank 10903.14 TOTAL 10903.14 10903.14 0,00 10903.14 Grand Pacific Carlsbad, L.P. AVIARA OAKS ELEMENTARY fl CARLSBAD UNIFIED SCHOOL DISTRICT PACIFIC RIM ELEMENTARY AVIARA OAKS MIDDLE CARLSBAD VILLAGE ACADEMY POINSETTIA ELEMENTARY Receipt O• BUENA VISTA ELEMENTARY E:jHOPE ELEMENTARY PRESCHOOL CALA VERA HILLS ELEMENTARY JEFFERSON ELEMENTARY SAGE CREEK HIGH - 6469 CALA VERA HILLS MIDDLE KELLY ELEMENTARY VALLEY MIDDLE CARLSBAD HIGH MAGNOLIA ELEMENTARY OTHER RECEIVED FROM: P 1.cit —(4--S DATE: (If Applicable) PARENT OF ii(l/.h AP \H,3iIIO?) - PAYMENT FOR: ACCOUNT NUMBER AMOUNT (R ( IIL ( '- TD<\J $/-; RECEIVED ______ CHECK # . TOTAL : W, P1 SAN DIEGO REGIONAL OFFICE USE ONLY RECORD ID# HAZARDOUS MATERIALS PLAN CHECK #__________________ cV QUESTIONNAIRE BP DATE I I Business Name Business Contact Telephone # Grand Pacific Resort Houston Arnold 760-585-8879 Project Address City State Zip Code APN# 1578 Marbrisa Circle Carlsbad CA. 92008 211-131-07 Mailing Address City State Zip Code Plan File# Grand Pacific Resort 5900 Pasteur Court, Suite 200 Carlsbad CA 92008 Project Contact Applicant E-mail Telephone # Dan Talant dtalant@noaain.com 619-297-8066 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for pro]ects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophoncs 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PART It: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 0 CalARP Exempt YES NO (for new construction or remodeling projects) 0 13 Is your business listed on the reverse side of this form? (check all that apply). 0 9 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 El Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 Will your business use an existing or install an underground storage tank? 0 E1 Will your business store or handle Regulated Substances (CaIARP)? 0 El Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 lii Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to Date Initials CalARP Required Date Initials CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aqcdcomplsdcounty.ca.qov (858) 586-2650). [*No stamp required if 01 Yes and 03 Yes and 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO IN Will the project disturb 160 square feet or more of existing building materials? 0 ER Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 EI (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 EEl Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.orgfinfo/facts/perm its. pdf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business qctivities: I Briefly describe proposed project: Ground up tvøe V-A Sørinklered 4 story R-2 Occuoancv with Wood I declare under penalty of peilury that to the best of my knowledge and belief tI1eèfises Ø(herein are true and correct. 1Ai4 - /,2-1 I i Name of Owner or Authorized Agent Signifure of Ow4err Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:______________________________________________________________________ BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses trom completing or updating a Hazardous Materials business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division City of Carlsbad Valuation Worksheet / Building Division 'Permit No: - Address AssessorParcel No. Date By -4 I . - Typeof Work Area of Work M41Jter VALLE SFD and Duplexes $139.52 $0.00 Residential Additions $166.81 $0.00 Remodels / Lofts $45.78 . $0.00 Apartments & Multi-family $124.35 $0.00 Garages/Sunroo'ms/Solariüms $36.40 $0.00 Patio/Porch 2,069 $12.13 $25,096.97 Enclosed Patio $19.71 $0.00 Decks/Balconies/Stairs 15,458 $19.71 $304,677.18 Retaining Walls, concrete, masonry $24.26 $0.00 Pools/Spas-Gunite . $51.56 . $0.00 TI/Stores, Offices $45.78 $0.00 TI/Medical, restaurant; H occupancies $63.70 $0.00 Photovoltaic Systems! # of panels $400.00 $b.00 HOTEL MOTEL TYPE 5A 20,191 $115.25 $2,327,012.75 $0.00 $0.00 $0.00 $0.00 - $0.00 $0.00 -. Fire Sprinkler System $3.94 $0.00 Air Conditioning - commercial $6.37 $0.00 Air Conditioning - residential $5.31 $0.00 - Fireplace/ concrete, masonry $4,883.11 $0.00 - Fireplace/ prefabricated Metal, $3,319.61 $0.00 $0.00 $0.00 TOTAL $2,656,786.90 Valuation: $2,656,787 Comm/Res (CIR): C Building Fee $6,830.94 Plan Check Fee $4,781.66 Strong Motion Fee $558.00 Green Bldg. Stand. Fee $104.00 Green Bldg PC Fee $150.00 License Tax/PFF $92,987.54 License Tax/PFF (in CFD) $48,353.52 CFD 1st hour of Plan CheckFire Expedite Plumbing TBD Mechanical TBD Electrical TBD CFD El Yes (PFF=1.82%) No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS. PFF and/or CFD Explanation: f IN e\ CITY OF CAR LSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: Permit No.: Information provided below refers to work being done on the above mentioned permit only. This form must he completed and returned to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................... . ........ .......267 Newbuilding sewer line? .........................................................................................Yes••• No Number of new roof drains? ............................................................................................................... Install/alter water line? ......................................................................................................................... Numberof new water heaters? ........................................................................................................... .1 Number of new, relocated or replaced gas outlets? .................................................................... 20 Numberof new hose bibs? ................................................................................................................... Residential Permits: New/expanded service: Number of new amps: Minor Remodel only: Yes No Commercial/Industrial: Tenant Improvement: Number of existing amps invo/vedin this project: Number of new amps involved Fr, this project: New Construction: Amps per Panel: SinglePhase ...............................................................Number of new amperes ThreePhase.................................................................Number of new amperes 1 4000 ames Three Phase 480........................................................Number of new amperes Number of new furnaces, A/C, or heat pumps New or relocated duct woth'.........................................................................../es No - Numberof new fireplaces? ................................................................................................................. 9.... Numberof new exhaust fans? .............................................................................................................. 14 Relocate/install vent? ....................................................................... . ..................................................... Number of new exhaust hoods? ......................................................................................................... 0 Number of new boilers or compressors? ........................................................... Number of HP 0 8-18 Page 1 of 1 Rev. 03109 SEE REVISIONS SCANNED SEPARATELY