The URL can be used to link to this page

Home My WebLink About1582 MARBRISA CIR; ; CB151869; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-19-2015 Commercial/Industrial Permit Permit No: CB151869 Building Inspection Request Line (760) 602-2725 Job Address: 1582 MARBRISA CR CBAD Permit Type: COMMIND Sub Type: HOTEL Status: ISSUED Applied: 06/17/2015 Entered By: RMA Parcel No: 2111311100 Lot#: 0 Valuation: $2,559,497.00 Construction Type: 5A Occupancy Group: Reference # CT030002 Plan Approved: 11/19/2015 Issued: 11/19/2015 Inspect Area Plan Check#: Project Title: GRAND PACIFIC RESORT-VILLA#60 24 TIMESHARE UNITS-20,423 SF OF UNITS, -2069 SF PATIOS-5824 SF DECKS Applicant: DAN TALANT P 0 BOX 329 1220 ROSECRANS ST SAN DIEGO CA 92106 619 297-8066 XT25 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $6,637.91 $0.00 $4,646.54 $4,060.00 $0.00 $716.66 $8,169.20 $0.00 $0.00 $0.00 $38,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $103.00 $565.00 Total Fees: $154,569.45 Total Payments To Date: Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (31 04193) License Tax (4304193) Traffic Impact Fee (31 05541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $154,569.45 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $46,582.85 $0.00 $0.00 $0.00 $20,544.00 $0.00 $1,982.00 $565.00 $453.29 $0.00 $21 '144.00 $0.00 $0.00 $0.00 $154,569.45 $0.00 NCJTlCE: Please take NCJTlCE that approval ci yrur p-qect irdudes tre "l~tion" ci fees, dedications, reservations, or other exa:tions hereafter ooledively referred to as "fees'exa:tions." You have 00 days from the date tns perrrit W3S issued to protest i~tion ci these fees'exa:tions. If you pules! them you rrust fdlovvtre pules! procedures set forth in <?cNerrrrent O:x:le Section 60020(a), and file tre protest ard ar11 other req.ired iriorrration wth the Oty ~for p-ocessing in axm:lanoe wth Ca1sba:l M..irid!Xli O:x:le Section 3.32030. Falure to tlrrely fdlovvthat procedure wll bar at¥ sutl;equent lega action to attock, review, set aside, vdd, or ann.J U'eir i~tion. You are rerecy FlRJl-ER 1\kJTlRED that your rig,! to protest the Sj:JOOfied fees' exactions [XES NOT .APPl.. Y to \M:lter ard SEMer CXlllnedion fees and capacity dlanges, nor planrirg, zc:nirg, gajing or other sinilar appication processing or servire fees in CXlllnedion wth this p-qect. 1\ffi a:ES IT .APPL. Y to any fees' exactions ci Wlich VOJ have r::reviousiv been dven a NCJTlCE sinilar to this or as to Wlich tre statute ci linitations has r::reviousiv otherWse eXPired. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-19-2015 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW150247 Job Address: Permit Type: Parcel No: Reference #: CB#: 1582 MARBRISA CR CBAD SWPPP 2111311100 Lot#: CB151869 Status: 0 Applied: Entered By: Issued: Inspect Area: Project Title: Applicant: GRAND PACIFIC RESORT TIMESHARE VILLA# 60 Owner: Tier: Priority: GRAND PACIFIC CARLSBAD L P GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Emergency Contact: HOUSTON ARNOPLD 760 585-8879 SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES 5900 PASTEUR CT #200 CARLSBAD CA 92008 ISSUED 06/1'7/2015 RMA 11/19/2015 1 M $0.00 $224.00 $0.00 $224.00 Total Fees: $224.00 Total Payments To Date: $224.00 Balance Due: FINAl PPR VAL DATE~· to~{'~~ SIGNATURE L --- $0.00 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING · Cicyof Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov SUITE#/SPACE#/UNIT# JOB ADDRESS 1582 MARBRISA CIRCLE #BEDROOMS #BATHROOMS 24 24 0BUILDING GRAND PACIFIC RESORTS BUILDING GROUND UP 4-S_!O~ TIMESHARE BUILDING 2.0" Lf ~ ·~:;aT/vt~L-- 8--(i /; 1 11 )R~4 1 f(.rt Ll!r 'l ~" c.f DCC. GROUP R2 EXISTING USE I PROPOSED USE f GARAGE (SF) PA'riOS (SF) I DECKS (SF) I FIREPlACE I AIR CONDITIONING JFIRE SPRINKLERS N/A TIMESHARE 0 2069 5824 YESO No!ZI YES 0No 0 YEs0 NoD APPLICANT NAME DAN TALANT PROPERTY OWNER NAME GRAND PACIFIC RESORTS Primary Contact ADDRESS ADDRESS 1220 ROSECRANS ST, BOX 329 5900 PASTEUR COURT, SUITE 200 CITY STATE ZIP CITY STATE ZIP SAN DIEGO CA 92106 CARLSBAD CA 92008 PHONE I FAX PHONE I FAX 619-297-8066 X25 619-297-8066 760-431-8500 EMAIL EMAIL dant@noaainc.com harnold@gpresorts.com DESIGN PROFESSIONAL GARY NOGLE CONTRACTOR BUS. NAME ADDRESS ADDRESS 1220 ROSECRANS ST, BOX 329 CITY STATE ZIP CITY STATE ZIP SAN DIEGO CA 92106 PHONE I FAX PHONE I FAX 619-297-8066 X 11 619-297-8066 EMAIL EMAIL garyn@noaainc.com I sTATE uc. # 8 ii~ 'ISl-E' STATE UC.# I CLASS I CITY BUS. UC.# (Sec. 7031.5 Busmess and Professions Code: Any City or County wh1ch requ1res a permit to construct, alter, 1m prove, demolish or repa1r any structure, pnor to Its Issuance, also reqwres 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: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D 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 _________ _ This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000}, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. 25 CONTRACTOR SIGNATURE 0AGENT DATE I hereby affirm that I am exempt from Contractor's License Law for the 'to/lowing reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of p operty 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: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the folio · g persons to provide the work indicated (include name I address I phone I type of work): ---25 PROPERTY OWNER SIGNATURE m4ENT DATE /1-;q-/S Is tt~ 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. I hereby affirm that there is a construction lending agency for the performance of the work this pemnit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and thatthe information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolttion or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permtt is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code) . .JE5 APPLICANT'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@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. DELIVERY OPTIONS PICK UP: $liN I Act lUsted ahm•e) ";:) MAIL TO: CONTRACTOR (On Pg. 1) CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAILIFAXTOOTHER: ______________ ~~4-------------- ~APPLICANT'S SIGNATURE CO#: (Office Use Only) OCCUPANT'S BUS. LIC. No. ASSOCIATED CB#--=-(]_73c___f_5_/ 8'---"'-6-'tjc_i __ _ NO CHANGE IN USE I NO CONSTRUCTION CHANGE OF USE I NO CONSTRUCTION DATE Inspection List Permit#: CB151869 Type: COMMIND HOTEL Date __ J!lsp~~![~f!_ltem _____ -··-~-- 06/30/2016 89 Final Combo 06/30/2016 89 Final Combo 06/14/2016 17 Interior Lath/Drywall 06/07/2016 85 T-Bar 06/03/2016 89 Final Combo 06/02/2016 89 Final Combo 06/01/2016 17 Interior Lath/Drywall 05/18/2016 85 T -Bar 05/12/2016 84 Rough Combo 05/11/2016 84 Rough Combo 04/14/2016 17 Interior Lath/Drywall 04/14/2016 18 Exterior Lath/Drywall 04/11/2016 85 T-Bar 04/07/2016 17 Interior Lath/Drywall 04/05/2016 85 T-Bar 03/31/2016 85 T-Bar 03/30/2016 85 T-Bar 03/29/2016 85 T-Bar 03/28/2016 17 Interior Lath/Drywall 03/23/2016 84 Rough Combo 03/22/2016 84 Rough Combo 03/21/2016 17 Interior Lath/Drywall 03/21/2016 84 Rough Combo 03/16/2016 17 Interior Lath/Drywall 03/15/2016 18 Exterior Lath/Drywall 03/14/2016 84 Rough Combo Inspector Act PD AP Rl PD AP PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD py py py PD PD PD AP PA NR AP AP AP PA AP AP AP AP AP AP CA AP AP AP CA NS NS PA AP PA 03/09/2016 84 Rough Combo PD PA 03/08/2016 84 Rough Combo PD PA 03/07/2016 84 Rough Combo PD NR 03/02/2016 15 Roof/Reroof PD AP 03/01/2016 15 Roof/Reroof PD CA 02/29/2016 15 Roof/Reroof PD CA 02/16/2016 15 Roof/Reroof PD PA 02/02/2016 14 Frame/Steei/Bolting!Weldin PY PA 01/29/2016 84 Rough Combo PY NS 01/21/2016 18 Exterior Lath/Drywall PD PA 01/12/2016 14 Frame/Steei/Bolting!Weldin PD AP 12/29/2015 13 Shear Panels/HD's PD AP 12/17/2015 13 Shear Panels/HD's PD PA 12/15/2015 13 Shear Panels/HD's PD CO 12/14/2015 13 Shear Panels/HD's PD NR Thursday, June 30, 2016 GRAND PACIFIC RESORT-VILLA#60 24 TIMESHARE UNITS-20,423 SF OF UNI Comments PM PLEASE/COF Page 1 of 2 11/20/2015 11 Ftg/Foundation/Piers PD PA Thursday, June 30, 2016 Page 2 of2 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: ~ -· . ProjectAddress:~~--~6~*GA-U~.t-r...e;-. A . ._Tjii,S SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-BUilder ~f you checked as owner-~fder you must also complete Section 8 of this agreement.} , Name: (Please prir1!L--_ t/tJf/~71)/\./ P ___ ____ ~ Mailing Addcess ~()0. ~E:t;'l-, Uv.K;."_'Sclee';. ~ U 'f'U:ot" Email:~ .. @~~ .. ~/l-1. . ___ PhonL~ 'f~f-'%'5CO I am: UProperty Owner ~roperty Owner's Agent of Record OArchitect of Record lJEngineer of Record State of California Registration Number: ~k ___ Expiration Date: ~ k 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 an ff-site fabrication of building components. as prescribed in the statement of special inspections noted on the approve · Oyl:he California Building Co~rz: ~ Signature.;__ _ _____ Date: ___ ?-;7{:?_ 'I~ 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder I owner-builder. Contcactoc's Company ;r!;lftr..p ~f'Jk --~fi) ~:P Plme '"''" " Y'" •:• o.o"-"""'"1( Name: (Please print) . _ ~-_ . . . -·-· ~;JL-/) MailingAddcess0'tl? {J;,~~f ~':w_ ~f~: t;+_ q-uc:;g Email ~~~ HJ~.(£1_~--;{ Phon(_'?t0 t-f.;>~fSSOC State of California Contractor's License Number: _ N'{!Jr .. .. 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 person within our (the contractor's) organization to exercis1~ such controL I will rovide a final re ort /letter in c fiance with CBC Section 1704.1.2 rior to rec uestin final inspection. Signature: Date: n~5 B-45 Page 1 of 1 Rev 08/11 C6 l Slf5LcLq \ S C02 HwbrlSC~ (.r": Corporate: 2992 E. La Palma Ave. Ste. A Anaheim. CA 92806 Tel 714 632.2999 Fax 714.632.2974 Dispatch 800.491.2990 San Diego/Imperial County 6295 Ferris Square Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax 858.537.3990 Dispatch: 888.844.5060 Inland Empire: Indio: 14467 Meridian Pkw . Bldg 2-A 44917 Golf Center Pkwy. #1 Riverside. CA 92518 Indio. CA 92201 Tel 951.653.4999 Tel 760.342.4677 Fax: 951.653.4666 Fax 7603424525 Dispatch:400 491.2990 Dispatch: 800.491.2990 MTGLPro)eGP' 1Jlo_i:0_0 1_,_ DAILY INSPECTION DSAiCirfF,~i~: ·-o:~ c-a~\sb~:l Permit# ~-~_I$__1J~k.S ··-·------REPORT DSA/OSHP ·~ .'l$ __ ~--------... Repon # PG OF ·.~ ,:~ isA: LEA :i _ --\v\l~ll-~-~)~1?. Spectal inspect;or Reports must be disrnbuted to the parties listed belo·,'J withm 14 days of the mspection. Reports of non-compliant conditions must be distribu~teg_;i#l~~~~ Separate reports shall be prepared for eacil type of spec;a! inspection. on a daily basis. Each report shall be completed and s1gned by the spe~~~nt@:\I\'4GJtlaih¥ tt'h?~~oect1on 1 "ROM~c ~~ ~ t..~o.r +-oATE 'J. -I~. 1 l. I JJiCHi~"tCT -----~----. -·-----~----TfME ftRFUVtD -----------------T~ME DEPARTEC' ~---~-------~~--. ------ l""''"':t.~,:; ~-!.)------------'~" -----~.,~---------............ .. cocr~~:j 'tld~<;.,.~.':± f ···---------------------------------sliiJGmiTRi\cTilf1-----···------··---··------------------·-----· - INSPECTION ADDRESS ADDRESS OF PROJECT ·--·-·------.. -------·-------- . 5 ~t.f tnQtb-:~n L'c-~_.\t_ C~>--'d.l br.:d TYPE OF INSPECTION ENGINEERED FILL FOUNDATION BACK FILL BATCH PLMJT PT CONCRETE SHOTCRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDING SHOP WELD FIREPROOFING Y ANCHOR/DOWEL NDE FIELD NDE SHOP CEILING WIRE DSA/OSHPD/PROJECT: AVAILABLE SOIL REPORT Y N SPECS Y i N APPROVED DOCUMENTS: APPROVED PLANS Y'{. N APPROVED SHOP DRAWING Y N r-------. ---·--·-·---·----------·--·-·-·-·---------·-.. ------·-------·------------·------·--·-.. -------·--·--- 1 A!~)' GRID UNES PIEC~S !NSPECTED 6 --~.Jd4~:,.'!L_Lr..,Jt.l __ l _-1:-o_~ .t io tL_--~----·----------------~---------·-----·-il r------------·-------------·------------··----------·-·---------·--.. -----------·------·---"----------- 1------------·---------------------------------------------.. --.~-·----------------------- --------------· ------------------------------·-·---------~~uc,r~,lL 'l'~E~ oEp~~ ~:s oSS 1 ~U_Q~-n.fo< --~--~-"''--l.!....'-.l3.:::....-......... ---·------·--·-----~--.. ---·-·-·---------------------·----- 11-------------------::-:: .. ---------------·---------------------·--------------------------11 REMAR><S INCLUDING MEETINGS: n obSU<.nd ~r'-fi<t\<~J..\•.J ~""Jll~:)\.~\1:}~\o.-~ o~ ·LY,.~ A.Vc""-or-~ A"=>oJt. l·cc_,q.{.'o..J/ \-vo\..:s __ dr--.\\..,d _1...0:~\. 5/,g'' _ _b.·,.\-.L_3';;__ y-""\c.IQ).....,~ o\q:l4\.../ f.:),JcL..ors -\',S"·"'~!':Ui_I..J~l.l,.,._ \..,p,qc.f.- ~~..tc.~-~--""-"'r-..: __ +-'-.._~~-/&O~lL ~JJ.s~AtA~;o.; ('o.,J~cr .... '-J. <.J·.-}1., clt..l-'l.'h .._ ,r\IA.JI.rF.c~li.Q.u: ~-t t. c '-d."' 1"'1.. S A-t.o r ~--bL. f. S 'R .Ql13 / ~) (' '(j; .sl,.~ r ~ \.lJ ·, i \... -.1-"'"'t ~-eL _______ _ 1~-----'~._ ............ Clc\=--s'-=-" \..,e:.._,_A...__~-='~\_+..L.\\t-.=:__,"'\~~~~ -=co \+-'-.::..:'-,_± ... _/..___<:>rr....,N~~-~1'---------------------------------- REWORK AS PERCENT OF ALL WORK TODAY: ' PERCENT PROJECT COMPLETE: THE WORK WAS"( WAS NOT Inspected m accordance With the requirements of the DSA!OSHPDIPROJECT approved documents MATERIAl SAMPLING WAS WAS NOT N/A)( Performed in accordance with DSA!OSHPO;PROJECT approved documents cc Project Architect Structural Engineer DSA Reg1onal Office School D1strict Contractor Building Department Owner THE WORK INSPECTED METV DID NOT MEET The requirements of the DSAJOSHPD/PROJECT approved documents Samples taken• ___ j;t:_ ____ ·------·-·------------------·--·--__ _ Weather· C..! o·v:~~...sl~~-i "':.JTemp __ .....kQj ___________ _ ____ t:J.!k,.:. __ ----------------· ------ v~ignature of Spec~allnspector ca.t_ _ k ~-:>..c'!.r+--__ ___ _ ___ __ _ _____ _ U Pnnt Name Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 12/2112015 ** 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 15-0886 Age Date (Days) Tested 7 11130/2015 28 12/21/2015 28 12/2112015 28 12/2112015 28H 12/21/2015 Nominal Actual Area Size (Sq. Inch) 4X8 12.57 4X8 12.57 4X8 12.57 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 60 -SLAB ON GRADE, WEST SIDE Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 134378 Water added at Site: gal. By Cement Type: Mix Time: 56 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** File No.: Permit No.: Project No.: CB151869 1916M09 Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 60,330 4,800 Cone & Split 83,600 6,650 Cone & Split 82,320 6,550 Cone & Split 82,420 6,560 Cone & Split A ASTM C172 Date Sampled: 11123/2015 Date Received: 11/24/2015 6590 PSI Concrete Temp: 81 Ambient Temp: 75 "F ASTM C1064 "F ASTM C1064 Slump: 4.00 in .. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. 28-day compression test complies with the specified strength. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 12/21/2015 ** 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 15-0885 Age Date (Days) Tested 7· 11/30/2015 28 12/21/2015 28 12/21/2015 28 12/21/2015 28H 12/2112015 Nominal Actual Area Size (Sq. Inch) 4X8 12.57 4X8 12.57 4X8 12.57 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 60-EXTERIOR FOOTING, SOUTH Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 134360 Water added at Site: gal. By Cement Type: MixTime: 45 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** File No.: Permit No.: CB151869 Project No.: 1916M09 Project Name: MARBRISA RESORT-VILLA 60 Load (lbs.) 57,450 81,440 79,850 78,140 1594 MARBRISA RESORT CARLSBAD, CA Strength Type of (psi) Fracture 4,570 Cone & Split 6,480 Cone & Split 6,350 Cone & Split 6,220 Cone & Split A ASTM C172 Date Sampled: 11/23/2015 Date Received: 11/24/2015 6350 PSI Concrete Temp: 76 Ambient Temp: 74 "F ASTM C1064 "F ASTM C1064 Slump: 4.50 in.. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. 28-day compression test complies with the specified strength. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 12/2112015 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. 1\ Set No.: 15-0884 Age Date (Days) Tested 7 11130/2015 28 12/21/2015 28 12/2112015 28 12/21/2015 28 12/2112015 Nominal Size 4X8 4X8 4X8 4X8 Actual Area (Sq. Inch) 12.57 12.57 12.57 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 60-EXTERIOR FOOTING, SOUTH Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 134343 Water added at Site: gal. By Cement Type: MixTime: 45 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** CB151869 1916M09 Project Name: MARBRISA RESORT-VILLA 60 Load (lbs.) 55,900 82,330 80,540 80.200 1594 MARBRISA RESORT CARLSBAD, CA Strength Type of (psi) Fracture 4,450 Cone & Shear 6,550 Cone & Split 6,410 Cone & Split 6,380 Cone & Split 1\ ASTM Cl72 Date Sampled: 11/23/2015 Date Received: 11/24/2015 6450 PSI Concrete Temp: 74 Ambient Temp: 64 "F ASTM C1064 "F ASTM C1064 Slump: 4.25 in.. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. 28-day compression test complies with the specified strength. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 925]A." Tel: (951) 653-4999 Fax: (951) ~~4'1/6 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-45¥?r=-.. (. ll (} 7 p u:; .._._ u :() ..... di-...1 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 15-0886 Age Date Nominal (Days) Tested Size 7 11130/2015 4X8 28 12/21/2015 28 12/2112015 28 12/21/2015 28H 12/2112015 Actual Area (Sq. Inch) 12.57 File No.: Permit No.: CB151869 Project No.: 1916M09 Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 60,330 4,800 Cone & Split 1\ Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET ASTM Cl72 Date Sampled: 11/23/2015 Date Received: 11/24/2015 Location: VILLA 60 -SLAB ON GRADE, WEST SIDE Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 134378 Water added at Site: gal. By Cement Type: MixTime: 56 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Concrete Temp: 81 Ambient Temp: 75 "F ASTM Cl064 "F ASTM Cl064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) ~i~oo~; 14467 Meridian Parkway Bldg 2A, Riverside, CA 9251"lf :9 Tel: (951) 653-4999 Fax: (951) 653-4666 _ ~ 44917 Golf Center Parkway #1, Indio, CA 92201 0 [:.l 0 9 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 11/30/2015 * * CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 15-0885 Age Date Nominal (Days) Tested Size 7 11/30/2015 4X8 28 12/21/2015 28 12/21/2015 28 12/21/2015 28H 12/21/2015 Actual Area (Sq. Inch) 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 60 -EXTERIOR FOOTING, SOUTH Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 134360 Water added at Site: gal. By Cement Type: MixTime: 45 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** File No.: Permit No.: CB151869 Project No.: 1916M09 Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 57,450 4,570 Cone & Split A ASTM C172 Date Sampled: 11123/2015 Date Received: 11/24/2015 Concrete Temp: 76 Ambient Temp: 74 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 ..,.,f: ""'~ '·' Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 C 0 fu2iJ~inted: 11/30/2015 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 15-0884 Age Date Nominal (Days) Tested Size 7 11/30/2015 4X8 28 12/21/2015 28 12/21/2015 28 12/21/2015 28 12/21/2015 Actual Area (Sq. Inch) 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 60-EXTERIOR FOOTING, SOUTH Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 134343 Water added at Site: gal. By Cement Type: MixTime: 45 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** File No.: PermitNo.: CB151869 Project No.: 1916M09 Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 55,900 4,450 Cone & Shear ASTM Cl72 Date Sampled: 11/23/2015 Date Received: 11/24/2015 Concrete Temp: 74 Ambient Temp: 64 "F ASTM C1064 "F ASTM C1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2X}~'\'ld City of car\s ~ i'f lb flAP Cf MTGL PROJECT#: :1-9WMQ9 Permit# CB1511869 DAILY INSPECTION REPORT DSAICITY File# m-_ ( 2; 2, 2.015 DSA!OSHPD Appl. # __ _ DSAILEA#--B\:.HLOING DIVISION Report# __ Page _1_ of _1_ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Marbrisa Resort Villa 60 Date: 11/23/2015 ARCHITECT Gary W. Nogle TIME ARRIVED 6:00am TIME DEPARTED 2:00pm ENGINEER Charles E. Colvin TRAVEL TIME LUNCH TIME . CONTRACTOR Grand Pacific Resorts SUB CONTRACTOR Four Corners Concrete INSPECTION ADDRESS 1582 Marbrisa Circle Carlsbad, CA 92008 ADDRESS OF PROJECT Same TYPE OF INSPECTION §ENGINEERED FILL PTCONCRETE ~ BATCH PLANT HIGH STRENGTH BOLTING ~MASONRY ANCHOR/DOWEL ~FIREPROOFING ~ CEIUNG WIRE FOUNDATION SHOTCRETE WELDING NDE FIELD BACK FILL CONCRETE SHOP WELD NDESHOP DSAIOSHPD PROJECT I AVAILABLE APPROVED APPROVED DOCUMENTS PLANS Y 18JN0 I SOILREPORTYOND I SPECS: YI.:]_N w APPROVED SHOP DRAWING Y 0 N 0 MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Superior Ready Mix plant#002 mix#938P 4,000psi 446.5 cu. yds. CONTRACTORS EQUIPMENT/MANPOWER USED: Boom pump (Western Pumping) mechanical vibrator AREA, GRID LINES, PIECES INSPECTED: ._ Villa 60 interior and exterior footinqs with slab on qrade (SOG). STRUCTURAL NOTES, DETAIL OR RFIS USED: S1.1, S1.2, S2.1 REMARKS, INCLUDING MEETINGS: Observed concrete placement in the locations listed above, placement by pump with consolidation by vibration. Temperature, slump monitored With three sets of strength tests molded. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS j2g WAS NOTU Inspected in accordance with the requirements of the DSAIOSPHD Project approved documents. MATERIAL SAMPLING WAS I8J WAS NOT 0 N/A 0 Performed in accordance with DSAIOSPHD Project approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner PERCENT PROJECT COMPLETE: I kookier iioioiopppmmlmlll THE WORK INSPECTED MET~ DID NOT MEET 0 The requirements of the DSAIOSPHD Project approved documents. Samples taken: 3 sets of cylinders molded Weothec Clea~ ~4 to 75 deg. F+/-0 I Signature of Special Inspector HANS KLEHMET Pnnt Name Certification#: 107897 4 ---------------- Verified by:.L] /l.. A !? () /\. v vr-+-~= = Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Tel: 760.342.4677 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 Fax: 760.342.4525 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Dispatch: 800.491.2990 Dispatch: 800.491.299() G'l:Ji.~\stYa<~ 'b MTGL PROJECT#: 19~09 Permit# CB1511869 DAILY INSPECTION REPORT Report# Page 1 of 1 DSA/LEA # . , C ni!'\i\':;·' ·, ---- --f'' I.'>! ., ,.,.!"• ,, Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant condi~-~~~skl~ ~~trtbuted immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the s'lfecial inspector conducting the inspection. PROJECT NAME: Marbrisa Resort Villa 60 Date: 11/23/2015 ARCHITECT ' TIME ARRIVED TIME DEPARTED Gary W. Nogle 6:00am 2:00pm ENGINEER Charles E. Colvin TRAVEL TIME LUNCH TIME CONTRACTOR Grand Pacific Resorts SUB CONTRACTOR Four Corners Concrete INSPECTION ADDRESS 1582 Marbrisa Circle Carlsbad, CA 92008 ADDRESS OF PROJECT Same ENGINEERED FILL ~PE OF INSPECTION PT CONCRETE ~ BATCH PLANT HIGH STRENGTH BOLTING ~MASONRY ANCHOR/DOWEL ~ FIREPROOFING ~ CBLING WIRE FOUNDATION SHOTCRETE WELDING NDE FIELD BACK FILL CONCRETE SHOP WELD NDE SHOP DSA/OSHPD PROJECT I AVAILABLEAPPROVED I SOIL REPORT yON 0 I SPECS:~~]_N_~ APPROVED DOCUMENTS PLANS Y 181N 0 APPROVED SHOP DRAWING YON 0 MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Superior Ready Mix plant#002 mix#938P 4,000psi 446.5 cu. yds. CONTRACTORS EQUIPMENT/MANPOWER USED: Boom pump (Western Pumping) mechanical vibrator AREA, GRID LINES, PIECES INSPECTED: Villa 60 interior and exterior footings with slab on grade (SOG). STRUCTURAL NOTES, DETAIL OR RFIS USED: S1.1, S1.2, S2.1 REMARKS, INCLUDING MEETINGS: Observed concrete placement in the locations listed above, placement by pump with consolidation by vibration. Temperature, slump monitored With three sets of strength tests molded. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS~ WAS NOT0 Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS 181 WAS NOT 0 N/A 0 Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner PERCENT PROJECT COMPLETE: I kookier iioioiopppmmlmlll THE WORK INSPECTED MET DID NOT MEET ~ 0 The requirements of the DSA/OSPHD Project approved documents. Samples taken: 3 sets of cylinders molded W"lhe' ~ d_:_• to 75 dog. F+/-0 Signature of Special Inspector HANS KLEHMET Pnnt 1\lame Certification #: 107897 4 ------------------------- Verified by:4&Aj{--(2/\ = Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) Y+L-'D.L:J Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 11/20/2015 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 15-0808 Age Date Nominal (Days) Tested Size 7 10/30/2015 4X8 28 11/20/2015 4X8 28 11/20/2015 4X8 28 11120/2015 4X8 28H 11/20/2015 Actual Area (Sq. Inch) 12.57 12.57 12.57 12.57 Specified Strength: 4,000 PSI Sampled By: MICHELLE RillZ Location: ELEVATOR PIT-VILLA 60 Concrete Supplier: SUPERIOR READY MIX Mix No.: Ticket No.: 294483 Water added at Site: 2.00 Cement Type: Remarks: gal. By CONTRACTOR Mix Time: 60 Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** File No.: PermitNo.: CB151869 Project No.: 1916M09 Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 49,650 3,950 Cone & Split 65,140 5,180 Cone & Split 70,020 5,570 Cone & Split 68,390 5,440 Cone & Shear A ASTM C172 Date Sampled: 10/23/2015 Date Received: 10/26/2015 5400 PSI Concrete Temp: 83 Ambient Temp: 72 "F ASTM Cl064 "F ASTM C1064 Slump: 4.00 in.. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. 28-day compression test complies with the specified strength. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. 1\ Set No.: 15-0795 Age Date Nominal (Days) Tested Size 7 10/27/2015 4X8 28 11117/2015 4X8 28 11117/2015 4X8 28 11117/2015 4X8 28H 11117/2015 Actual Area (Sq. Inch) 12.57 12.57 12.57 12.57 File No.: Permit No.: Project No.: Project Name: Load (lbs.) 47,450 74,020 71,480 74,810 " " ,-_,~., ~' h, :. (;, 'C~ \ j, \t.iJ t fe ~~ \,.,,.- t...d '"'~ 1916M09 MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Strength Type of (psi) Fracture 3,780 Cone & Split 5,890 Cone & Split 5,690 Cone & Split 5,950 Cone & Split 1\ Specified Strength: 4,000 PSI Sampled By: MIKE DUTEMPLE ASTM C172 Date Sampled: 10/20/2015 Date Received: 10/21/2015 Location: VILLA 60 -ELEVATOR PIT FLOOR Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 2025440 Water added at Site: gal. By Cement Type: Mix Time: 54 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** 5840 PSI Concrete Temp: 76 Ambient Temp: 72 "F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.297 4 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGLProject#: I;;Y& /1161 Permit# C~ it; I ge:,q Report# q PG _L_ OF_/ __ _ DAILY INSPECTION REPORT DSA/CITY File #: , ~ , .. r .. ?~{, :1: ;'f•'t-,. (,~:·.~, ·~_;'.j ,;.'"':, '~' .·:· 'c'i;F ''" DSA/~I;!PDilARab#:·_ .. ·._· _· _____ _ DSA ~~~~~'/ • n -~, 1Si\'J I \ '. ~' v Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions'~~st be di~t[i~lj:t~d;Jr,adl~'diately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special i.fl~P~I!tQ[tcoi'ldlicting the inspection. PROJECT NAME ARCHITECT ENGINEER AREA, GRID LINES, PIECES INSPECTED: r] BATCH PLANT 0 PT CONCRETE D SHOTCRETE 0 CONCRETE AVAILABLE: APPROVED PLANS Y D N 0 DATE TIME ARRIVED TRAVEL TIME 0 MASONRY 0 HIGH STRENGTH BOLTING ~DING ~HUPWELD SOIL REPORT Y 0 N 0 ,;;J '-~E DEPARTED 0 FIREPROOFING 0 ANCHOR/DOWEL 0 NDE FIELD 0 NDESHOP LUNCH TIME SPECS: YO NO APPROVED SHOP DRAWING THE WORK INSPECTED ME DID NOT MEET 0 NO Inspected in accordance with the requirements of the DSA!OSHPD/PROJECT approved documents. The requirements of the OS OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS U WAS NOT D N/~ Performed in accordance with DSA/OSHPD/PROJE~pproved docu'T!ents. cc Project Architect Structural Engineer OSA Regional Office School District Contractor Building Department Owner ___.. r Corporate: San Diego/Imperial County Inland Empire: 2992 E. La Palma Ave. Ste. A 6295 Ferris Square, Suite C 14467 Meridian Pkw., Bldg. 2-A Anaheim, CA 92806 San Diego, CA 92121 Riverside, CA 92518 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Dispatch: 800.491.2990 MTGLProject#: /9/4-:. 4(:Jy DAILY INSPECTION Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit# . C \?. lS" I g G 'l REPORT DSNOSHPD Report# a PG _J__ OF I DSA c. ·; r ':\'':~ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditiol)!{ikst\~e~ist;ibutedirnJJle,~jately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the speci~il inspector C\)Od,4Ctjf;lyith~ ln'spection. PROJECT NAME ARCHITECT ENGINEER TYPE OF INSPECTION 0 ENGINEERED FILL 0 FOUNDATION D BACK FILL DSAJOSHPD/PROJECT: APPROVED DOCUMENTS: AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: AVAILABLE: APPROVED PLANS Y 0 N D T OF ALL WORK TODAY: THE WORK WA i WAS NOT D 0 MASONRY [J HIGH STRENGTH BOLTING 0 WE)JJlNG ~PWELD SOIL REPORT Y D N D 0 FIREPROOFING 0 ANCHOR/DOWEL 0 NDE FIELD D NDE SHOP SPECS: Y D N D APPROVED SHOP DRAWING £3 THE WORK INSPECTED ME'!:. DID NOT MEET D NO Inspected in accordance with the requirements of the DSNOSHPD/PROJECT The requirements of the DSNOSHPD/PROJECT approved documents. approved documents. / MATERIAL SAMPLING WAS D WAS NOT D N/A ~ Performed in accordance with DSNOSHPD/PROJECT approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner 0 Print Name , / ''""''"''" ,, :ff>~.:/if_~ ~oi ~$- verified by:_-+~----r~~,.... ~---""·~--'-'~"-A-=-'1.. ___________ _ Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Jr> Dispatch: 800.491.2990 11~'( 1/IA ol San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSAJCITY File Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGLProject#: l(p r(_u-DAILY INSPECTION Permit# C.£> It;) <t;00 . REPORT DSAJOSHPDAPfL:t,_.;.~.· ~----- Report# L PG _l_ OF f DSA , ·: ': :~~~:~ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditiof;i~\nt~st~tie.ldis~;ibutedif!1m,eR"1ately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspect9c c~qq4,t::tihg 'tilt! lnspection. PROJECT NAME ARCHITECT ENGINEER CONTRACTOR TYPE OF INSPECTION 0 ENGINEERED FILL 0 FOUNDATION 0 BACK FILL DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: STRUCTURAL NOTES, DETAIL, OR RFIS USED: WAS . WAS NOT n AVAILABLE: APPROVED PLANS Y 0 N 0 DATE 0 MA.ONRY 0 HIGH STRENGTH BOLTING 0 ELDING SHOP WELD SOILREPORTYD NO 0 FIREPROOFING 0 ANCHOR/DOWEL 0 NDE FIELD 0 NDE SHOP SPECS: Y 0 N LJ APPROVED SHOP DRAWING THE WORK INSPECTED MET n 0 ______ _ 0 ______ _ 0 Inspected in accordance with the requirements of the DSAJOSHPD/PROJECT approved documents. The requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS [J WAS NOT c::J N/AV Performed in accordance with DSA/OSHPD/PRO.JECT approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 NOV l Ci 2Di5 Date Printed: 1113/2015 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 15-0808 Age Date Nominal (Days) Tested Size 7 10/30/2015 4X8 28 11/20/2015 28 11120/2015 28 11/20/2015 28H 11120/2015 Actual Area (Sq. Inch) 12.57 File No.: Permit No.: Project No.: 1916M09 Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 49,650 3,950 Cone & Split A Specified Strength: 4,000 PSI Sampled By: MICHELLE RUIZ ASTM C172 Date Sampled: 10/23/2015 Date Received: 10/26/2015 Location: ELEVATOR PIT-VILLA 60 Concrete Supplier: SUPERIOR READY MIX Mix No.: Ticket No.: 294483 Water added at Site: 2.00 Cement Type: Remarks: gal. By CONTRACTOR MixTime: 60 Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Concrete Temp: 83 Ambient Temp: 72 "F ASTM C1064 "F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Elllplre: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA_925t8 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 MTGL Project #:--"/"--0"-"Z-¥0.L-~· _t/o'-+'-· LJf_;~ __ Permit# c~ I?' l€~q Report# t:;, PG_/ __ OF-?-/-· __ DAILY INSPECTION REPORT DSA!CITY File PROJECT NAME ARCHITECT ENGINEER CONTRACTOR TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL TRAVEL TIME SUB CONTRACTOR D MASONRY D HIGH TRENGTH BOLTING D lNG Iii HOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDESHOP Indio: 44917 Golf Center Pkwy, #1 lndio,CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y D N D SPECS: YO NO / APPROVED SHOP DRAWING Y~ APPROVED DOCUMENTS: APPROVED PLANS Y D N D THE WORK WAS WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. / MATERIAl SAMPLING WAS lJ WAS NOT D N/A ~ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET DID NOT MEET D The requirements of the DSA!OSHPD/PROJECT approved documents. Samples taken: __ __,'ob'---------------- Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project#: / 9/ft::, 1109 Permit# C ~ 15' I~~ Report#__Q_ PG_/_ OF___,_/ __ DAILY INSPECTION REPORT DSA/CITY File #:----c-,---,.,.--\c:"-+i·""·""·;"c-"-/•-"--:. ___ _ --'',.. PROJECT NAME ARCHITECT ENGINEER TYPE OF INSPECTION 0 ENGINEERED FILL 0 FOUNDATION 0 BACK FILL DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: STRUCTURAL NOTES, DETAIL. OR RFIS USED: WAS ILl WAS NOT 0 AVAILABLE: APPROVED PLANS Y 0 N 0 IJ MASONRY 0 HIGH STRENGTH BOLTING 0 WELDING ~OPWELD SOIL REPORT Y 0 N 0 Inspected in accordance with the requirements of the DSAJOSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS 0 WAS NOT C N/A cV Performed in accordance with DSAJOSHPD/PROJECT approved documents. CC Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner SPECS: YO NO / APPROVED SHOP DRAWING WiiJ' N 0 Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 ' C" ~~sbad Tel: (858) 537-3999 Fax: (858) 537-3'e1itY (h t:l.# ~ 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 1\IQ\j (} '4 2\.l'J 44917 Golf Center Parkway #1, Indio, CA 92201 \'I Branch: Branch: Branch: Tel: (760) 342-4677 Fax: (760) 342-4525 . V\'~\ON BlHLD\NG O\ v Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/27/2015 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. 1\ Set No.: 15-0795 Age Date Nominal (Days) Tested Size 7 10/27/2015 4X8 28 11117/2015 28 11117/2015 28 11117/2015 28H 11/17/2015 Actual Area (Sq. Inch) 12.57 Specified Strength: 4,000 PSI Sampled By: MIKE DUTEMPLE Location: VILLA 60-ELEVATOR PIT FLOOR Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 2025440 Water added at Site: gal. By Cement Type: MixTime: 54 Remarks: Distribution: GRAND PACIFIC CARLSBAD, L.P. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** File No.: Permit No.: Project No.: 1916M09 4'"" rfo\ Project Name: MARBRISA RESORT-VILLA 60 1594 MARBRISA RESORT CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 47,450 3,780 Cone & Split 1\ ASTM C172 Date Sampled: 10/20/2015 Date Received: 10/21/2015 Concrete Temp: 76 Ambient Temp: 72 "F ASTM C1064 "F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Respectfully Submitted, MTGL,Inc. Sam Valdez, R.C.E. )FFICE LOCA TIO"'S iA1>,0!1::GO :\.IPERIAL COU!'i'l \ >295 Ferri,; Square )uiteC ;an Dh:go, CA 92121 rd 858.537.3999 'a'< 858 537.3990 )RA:\GE COU'\'l \ ::oRPORATE BR.\:>oCII !992 E Ll Palma A venue ;unc A \nahcim, CA 92806 rd 714 632 2999 'ax. 714 632 2974 '~:LAND E\IPIRF 446 7 Meridian Parkway 3uilding 2A ~ivmide. ('A 925! 8 rei 951.653.4999 'ax: 951 653.4666 NI>IO W/17 GolfCenler Pl..w;,. ;uite I ndio, CA 9220 I 'eL 7603424677 'ax 760 3424525 )CIL\/l'liLVm E:\IPIRE )ISPATCII :004912990 ; \\ DIEGO O!SI'ATCII :88.844 5060 I'WW mlglinc.com July 16, 2015 Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 MTGL Project No: 1916A09 MTGL Log No: 15-1904 Attention: Subject: Reference: Mr. Houston Arnold REVIEW OF FOUNDATION PLANS Marbrisa Resorts Villa 60 Carlsbad, California MTGL, Inc. (2011 ). Geotechnical Investigation, Proposed Sales, Activity and Fitness Building, Carlsbad Ranch, Planning Area 5, Marbrisa Phase II, Carlsbad, California, MTGL Project No. 1916-AOS, Log No. 11-1409, November4. MTGL, Inc. (2014). Updated 2013 CBC Seismic Parameters, Marbirsa Resorts, Carlsbad, California, MTGL Project No. 1916A09, Log No. 14- 620, August 11. BWE (2015). Structural Plans for: Villa 60, Marbrisa Resorts, Carlsbad, California, June 1. Dear Mr. Arnold: Per your request, we have reviewed the Structural Drawings prepared by BWE for the Villa 60 building located at the Marbrisa Resorts in Carlsbad, Califomia for general conformance to the geotechnical recommendations presented in our referenced report and letter. Based upon our review of the plans, it is our opinion that the geotechnical recommendations presented in the referenced documents have been properly incorporated into the plans. We appreciate this opportunity to be of continued service to you. Should you have any questions regarding the information contained herein, please contact us at your earliest convenience. Respectfully submitted, MTGL, Inc. c Sam E. Valdez, RCE 56226, RGE 2813 Vice President j Chief Engineering EsGil Corporation In (}!artnersliip witli government for (]Jui(aing Safety DATE: NOV. 18,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-1869 (REV. #1)* PROJECT ADDRESS: 1582 MARBRISA CIRCLE SET: II o W'PLICANT ~J-URIS. D PLAN REVIEWER D 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 building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: DAN TALANT ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAN Telephone#: 619-297-8066X25 Date contacted: (by: Email: dant@noaainc.com Mail Telephone Fax In Person [:8:] *REMARKS: The building Type of Construction was revised from wood to light-gage steel resulting in supplemental plan review time. However, the Type of Construction is still considered V-A for the purpose of Building Code Review. By: Ali Sadre, S.E. Comments: Building #60 is under this permit onlv. EsGil Corporation D GA ~ EJ D MB D PC 10/19 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: AUG.05,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-1869 EsGil Corporation In CJ!artnersliip witli government for Q3uift{ing Safety SET: II PROJECT ADDRESS: 1582 MARBRISA CIRCLE D PLICANT JURIS. D PLAN REVIEWER D FILE PROJECT NAME: MARBRISA RESORT (TIME-SHARE) -Hilton Grand Vacations Club D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: DAN TALANT D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAN ~ Telephone#: 619-297-8066X25 Date contacted: f _, S (by~ ) Email: dant@noaainc.com Q_Mail~ Telephone )c Fax In Person ~ REMARKS: Please see attached for remaining items from previous list. By: ALI SADRE, S.E. Comments: Building #60 is undE~r this permit only. EsGil Corporation D GA [gJ EJ D MB D PC 7/28 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 15-1869 AUG.05,2015 • GENERAL 1. Please submit FOUR revised, stamped and signed sets of plans to the Building Department. • BUILDING AREA 2. InCA, the State Fire Marshal made the following restrictive changes to the IBC: i) For Group R occupancies, the maximum allowable floor area ma~ be increased by only two (instead of 3 as listed in the IBC). Section 506.4. ·1, 2N Paragraph. Your total allowable areas must be multiplied bv two instead of three as noted on Sheet A-1. • STAIRWAYS 3. In buildings four or more stories, one stairway must extend to the roof. Section 1009.16. The arrangements as shown on 2/A-4 & 6/A-1 0 are subject to the building official approval. No response is required to this item at this point. • DISABLED ACCESS 4. Note on plans that the path of travel between this building and others including parking, curb ramps, walks, pedestrian ramps, etc., are existing subject to field verification. • MISCELLANEOUS LIFE/SAFETY 5. Please complete the blank bubble on 2/A-4. 6. Please clarify two details #2 on Sheet A-7. • STRUCTURAL 7. Please note where details 6 & 1 O/S6.2 are cross referenced on plans. ["References updated" is non-specific response]. 8. Please indicate where detail 17/S3.1 is cross referenced on plans. 9. It is not clear how the beams in the calc's. are related to those on the plans. E.g., FB-02, FB-05, FB-06, etc. The schematic was not attached, as per response list. 10. Please clarify Shear Wall Type "G", as referenced on Sheet S2.4, @grid line #1, not shown in the schedule, on Sheet S2.4. Similarly, see Sheets S2.3, S2.2 & S2.1. • ADDITIONAL 11. Please see attached for 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 Corp. at 9320 Chesapeake Dr., #208, CARLSBAD 15-1869 AUG.05,2015 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. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL P/M/E ITEMS 4. Plumbing systems may not be located in elevator machinery rooms. Please remove and reroute the plumbing systems shown. CBC 3006.6'. Hose bibb still shown therein. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 8. Detail the required Suds Relief. "Drainage connections shall not be made into a drainage piping system within eight feet of any vertical to horizontal change of direction of a stack containing subs-producing fixtures." (Bathtubs, laundries, washing machine stand pipes, kitchen sinks, and dishwashers shall be considered suds-producing fixtures). CPC 711.0. Less than three stories. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 13. The exhaust fan systems are routed to a "shaft". Include the smoke/fire damper installation at the shaft penetration. A "Shaft" is not a fire partition. Please see CBC 717.5.3. 16. Provide a dryer exhaust duct design that complies with the general requirements of CMC 504.3.1.2 (14 feet maximum length w/ (2) 90°'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. Still need a duct (See CMC 504.3.1) (and) detail the penetration protection methods through the horizontal rated assemblies. • Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, 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. EsGil Corporation In CJ?artnersliip witli government for (}JuiCtfing Safety DATE: JULY 1, 2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-1869 PROJECT ADDRESS: 1582 MARBRISA CIRCLE SET: I D pPPLICANT ft JURIS. D PLAN REVIEWER D FILE PROJECT NAME: MARBRISA RESORT (TIME-SHARE)-Hilton Grand Vacations Club D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list 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 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAN Telephone#: 619-:297-8066X25 /,-..Qate coprlacted: .::=:r-/2 (b~ Email: dant@noaainc.com ~ail vf Telephone Fax In Person ~ REMARKS: Building #60 is under this permit only. By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA ~ EJ D MB D PC 6/22 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 15-1869 JULY 1, 2015 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 15-1869 JURISDICTION: CARLSBAD OCCUPANCY: R2 USE: TIME-SHARE (MULTI-RESIDENTIAL) TYPE OF CONSTRUCTION: V-A ACTUAL AREA: LIVING= 20,423 DECKS= 5824; PATIOS= 2069 ALLOWABLE FLOOR AREA: 12K/LEVEL STORIES: FOUR HEIGHT: 45' SPRINKLERS?: Y (IN LIEU OF ADD. STORY) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/17 DATE INITIAL PLAN REVIEW COMPLETED: JULY 1, 2015 FOREWORD (PLEASE READ): OCCUPANT LOAD: 100 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/22 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 NEG. 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. C~RLSBAD 15-1869 JULY 1, 2015 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. DE~Iiver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. A reminder that all sheets of revised plans and the first sheet of th1e revised calculations are required to be signed by the licensed architect and/ or engineer responsible for the plan preparation. California State Law. 3. 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 the site plan or Title Sheet. Sec. 1 07.2. I.e., any site walls, lighting, fences, signage, etc. 4. Include the following code information for the proposed building on the Title Sheet: • Occupancy Classification: R2 (Multi-residential)/ B (Miscellaneous)-Add to plans • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. • 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' -Ok as noted • Floor Areas: Living (Total)= 20,423, Patios = 2,069; Decks= 5824-Ok as noted • Occupant Load: 100 -Add to plans • Justify actual versus allowable area in Table 503 (as applicable)-Add to plans • 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 Section 508.3.1 requires that the most restrictive provisions of Chapter 9 shall apply to the total nonseparated occupancy area. CARLSBAD 15-1869 JULY 1, 2015 • SITE PLAN 6. Include the following on the site plans: Sec. 107 .2. a) Clearly dimension building setbacks from (any) property lines on the site plans. b) Property lines/easements. c) Show any streets/alleys. 7. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 8. Please show the number of HC parking as well as Van Accessible parking spaces required and those provided under this phase of the project. Section 107.2. • BUILDING AREA 9. As shown, the building(s) is/are over area for the Type of Construction shown. Table 503. a) Note: In California, the State Fire Marshal made the following restrictive changes to the IBC: i) For Group R occupancies, the maximum allowable floor area may be increased by only two from Section 506.4 (instead of 3 as listed in the IBC). This also applies to Section 506.5.2. ii) In California, Group R-2 buildings of Type V-A Construction, sprinklers may be used (not 13-R, though) for both purposes, subject to the limitatilons in Sec. 504.2. Please redo the actual versus allowable area calculations on A-1 to reflect this. 10. 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 11. Walls separating dwelling units in the same building shall be fire partitions as required by Section 711. Section 420.2. Justify non-rated doors between the units as depicted on the floor plans. Too many to itemize. Reflect this change on the door schedule to show 45-minute rated doors between units. Table 715.4. 12. 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 .f layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 703. Show this on 16/A-14. 13. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 714.3.2. C:ARLSBAD 15-1869 JULY 1, 2015 14. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 717. 15. Fire dampers shall be installed per Section 717.5 at all duct and air transfer openings of: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. b) Fire barriers, (see exception for walls). c) Fire partitions at fire-rated corridors. See exceptions. d) Shaft enclosures (smoke dampers are also required). See exceptions. 16. Smoke dampers shall be installed per Section 717.5 at all duct and air transfer openings of: a) Fire-rated corridors. b) 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. 17. 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. 18. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in IBC Sec:tion 714." 19. 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 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). 20. 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. 21. 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 individualb£ encasement fire protected. (Section 704.3) Detail the required protection on the plans. 22. Detail all furred ceilings as required in Section 803.11.2.1. Show fire-retardant treated wood where necessary. • INTERIOR WALL AND CEILING FINISHES 23. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.9." CARLSBAD 15-1869 JULY 1, 2015 24. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types Ill and V construction, where fire retardant treated wood may be used. Section 803.11.2. • FIRE BARRIERS 25. A one-hour fire barrier separation is required between the R occupancy and the B/S1 occupancy. Table 508.4 (see exceptions). 26. A fire barrier is not required for an accessory use not occupying more than 1 0% of the area of any floor of a building, nor more than the tabular values. Sections 508.2.1 and 508.2.3. 27. Doors and fire shutters in fire barriers shall comply with Table 716.!5. 1------=---'----------"--'-----~-'--+--M_IN_IM_U_M_OPEN lNG PROTECTION ASSEIVIBL Y (hours) % 28. Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 707.5.1. 29. Steel electrical outlet boxes at fire barrier walls shall not exceed sixteen square inches, shall not exceed 100 square inches per 100 square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 714.3.2. 30. Ducts penetrating fire barriers at occupancy separations must have fire dampers. Section 717.5.2. a) In California, Section 717.5.2 was modified for Group R occupancies, to require smoke dampers in addition to fire dampers. • SOUND TRANSMISSION 31. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 (and IIC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 32. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings .. 33. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". Note on A-1. CARLSBAD 15-1869 JULY 1, 2015 34. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. • STAIRWAYS 35. The plans should clearly label the stairs as being either "interior exit access stairways" (Section 1 009.3) or "interior exit stairways" (Section 1 02.2). 36. If the stairs are being treated as "interior exit access stairways," thE:m they must be enclosed. Section 1009.3. Exceptions: a) In other than 1-2 or 1-3 occupancies, stairways serving only two stories of a building. 37. Interior Exit Stairways should be enclosed as specified in Section '1022: a) Two-hour fire-resistive barrier walls are required in buildings four or mon3 levels. b) Where nonrated walls or unprotected openings occur at the exterior wall of an exit enclosure, and those walls or openings are exposed by other parts of the building (at an angle of less than 180 degrees), the building exterior walls within 1 0' horizontally of the stair shall be of 1-hour fire-rated construction (with %-hour fire-rated openings). This construction shall extend vertically from the ground to a point 1 0' above the topmost landing of the stairway or to the roof line, whichever is lower. Section 1022.7. c) Doors should be labeled 1 Y2-hr. fire assemblies for 2-hour stair enclosures. Section 716. d) Penetrations into or through an exit enclosure are prohibited, except for equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1022.5. e) Walls and soffits within enclosed usable spaces under enclosed stairways shall be protected by 1-hour fire-rated construction, or the fire-rating of the stairway enclosure, whichever is greater. Sec. 1 009.9.3. Show details for the ICE room under stairs on A-3. 38. In buildings four or more stories, one stairway must extend to the roof, unless the roof has a slope steeper than 4:12. Section 1009.16. 39. Exterior exit stairways shall be open on at least one side. An open side shall have a minimum of 35 square feet of aggregate open area adjacent to each floor level and the level of each intermediate landing. Section 1026.3. 40. Exterior exit stairs shall be separated from the interior of the building. Openings shall be limited to those necessary for egress from normally occupiied spaces. Section 1026.6. See exceptions. CARLSBAD 15-1869 JULY 1, 2015 NO PROTECTION REQUIRED :V.-HR. OPENING PROTECTIVE 10'-0" >~ 10'-0" ~c SECTION 1022.6 2-HOUR FIRE-RESISTANCE- RATED FIRE BARRIER (SECTIONS 1022.2 & 1022.7) 10'-0" 10'-0" SEC. 1022.1 ELEVATION EXTERIOR 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) :V.-HR. OPENING PROTECTIVE ,j, 10'-0" +- SECTION 1022.6 NON FIRE-RESISTANCE-RATE WALLS OR GUARDS - WITH OPENINGS (SECTION 1026.3) FIRE-RESISTANCE-RATED WALw AND OPENING PROTECTIVES PLAN CA.RLSBAD 15-1869 JULY 1, 2015 41. Handrails (Sections 1012 and 1 009.15): a) Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). b) 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, per Section 1013.3. d) The handgrip portion of all handrails shall be not less than 1-%" nor morE~ than 2 inches 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-%" with a maximum cross-section dimension of2-% inches. Section 1012.3.1. e) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1012.7. f) Handrails shall be continuous, without interruption by newel posts or other obstructions. g) 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. h) Ends of handrails shall be returned to a wall, guard or the walking surface. • CORRIDORS 42. 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). 43. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Table 716.5. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 909.5.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 716.5.3.1. 44. Windows in the walls of fire-rated interior corridor walls (Section 716.6): a) Such openings shall be protected by glazing listed and labeled for a fire-protection rating of at least 3/4-hour. Wired glass in steel frames is no longer acceptable. b) The total area of such windows shall not exceed 25% of the area of a common wall with any room. Section 716.6.7.2. 45. Duct penetrations (or air transfer openings) of fire-rated corridor construction shall have fire and smoke dampers per Sections 717. 46. 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 1 07.2. 47. Clarify window "C" declared as not used on window schedule versus call outs on the floor plans. CARLSBAD 15-1869 JULY 1, 2015 48. Complete all references to ??!??, xx/xx, and blank bubbles on plans. • EGRESS BALCONIES 49. The long side of an egress balcony shall be at least 50% open. Section 1019.3. 50. 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. 51. When two exits are required, dead ends are limited to 20 feet (see exceptions). Sections 1019.1 and 1018.4. • EXIT SIGNS 52. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 53. A tactile sign stating "EXIT" and complying with ICC A 117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1011.4. 54. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1 006. 55. Show separate sources of power may be required for exit illumination. Review Section 1006.3. 56. Where exit signs are required in R-1 occupancies, additional low-level exit signs shall be provided. Section 1011.2. • ELEVATORS 57. 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 3% percent of the area of the hoistway nor less than 3 square feet for each elevator car, and not less than 3% percent nor 0.5 square foot for each dumbwaiter car in the hoistway, whichever is greater. 58. 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 3002.13. 59. In buildings having an elevator in CA, Group R occupancies, at least one gurney -sized elevator shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24" by 84" ambulance gurney or stretcher in the horizontal, open position. Section 3002.4. CARLSBAD 15-1869 JULY 1, 2015 60. 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 61. A fire alarm system and an automatic smoke detection system may be required in Group R occupancies. Please review Section 907.2.8 and 907.2.9. 62. In California, if a fire alarm system is required, it shall activate a means of warning the hearing impaired. Please note this on plans. CBC Section 1007.12. 63. Every space intended for human occupancy shall be provided with natural ventilation and natural light by means of exterior glazed openings, or shall be provided with mechanical ventilation/artificial light. Sections 1203.'1 and 1205.1: Show that required & provide for each plan type: a) The minimum net glazed area for natural light shall not be less than 8% of the floor area of the room served. Section 1205.2. b) The minimum openable area to the outdoors for natural ventilation shall be 4% of the floor area being ventilated. Section 1203.1. 64. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft., nor 10% of the floor area of the interior room (8% for ventilation), if light and ventilation is being supplied from an adjacent room. Sections 1203.4.1.1 and 1205.2.1. 65. Windows required for natural light shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205.2.2. 66. Where natural ventilation openings are provided below grade, the outside horizontal clear space (measured perpendicular to the opening) shall be 1.5 times the depth of the opening. Section 1203.4.1.2. 67. Bathrooms (defined as having a shower or tub), shall be provided with mechanical ventilation (an openable window is not allowed). Energy Standards 150(0). 68. Fans installed in bathrooms (having a shower or tub)-shall be Energy Star rated, vented to the outside, and shall be controlled by a humidistat. (Humidistat not required if the fan is a whole house ventilation component). CaiGmen 4.506.1. 69. Show the overall width of each plan type on %"scale floor plans. Section 1018.2. • ROOFS 70. Specify minimum 1/4 inch per foot deck slope for drainage. Section 1507.1 0.1. CARLSBAD 15-1869 JULY 1, 2015 71. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 1 /150th of the area of the space ventilated. Section 1203.2. 72. 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. • FIRE EXTINGUISHING 73. Provide standpipes per Section 905: a) Class Ill standpipes shall be installed where the floor level of the highest story is located more than 30' above the lowest level of fire department vehicle access (or where a floor level is more than 30' below the highest level of fire department vehicle access). Class I standpipes may be used instead, if the building is equipped throughout with an automatic sprinkler system. 7 4. A Fire Alarm System shall be installed under the following conditions, per Section 907 (see exceptions): a) Group R-2 occupancies, when required by Section 907.2.9.1. • DISABLED ACCESS 75. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. • MISCELLANEOUS LIFE/SAFETY 76. Where columns are required to be fire-resistance rated by any provisions of the code, the entire column shall be provided individual encasement protection on all sides for the full column length. Section 704.2. 77. On Elevation 1/A-8, there are windows shown on each side of grid line E, which are not reflected on floor plans. 78. Please revise the door schedule to indicate that the pocket doors also have HC accessible hardware. I.e., not requiring the ability to grasp the opening hardware. Sec. 1132A.8. State this on plans. 79. Where is detail 6/A-4, as referenced on A-4, by grid point F-6? 80. Please clarify two details #2 on Sheet A-7. 81. Where is detail 5, as referenced on Sheet A-3, for the elevator? Similarly, for that on Sheet A-4. • STRUCTURAL 82. 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 S1.1. CARLSBAD 15-1869 JULY 1, 2015 83. 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. 84. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 5% within the first 1 0' (2% for impervious surfaces). Section 1804.3. 85. Provide truss details and truss calculations for this project. 86. 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 a letter). Section 1 07.3.4.1. 87. The City Policy requires that their Special Inspection Form be completed. This Form is available at the Building Department. 88. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges ofT Jl'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 toT Jl flanges. 89. 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. 90. Where is detail 17/S1.3, as referenced on detail 9/S6.2? 91. Please note where details 4, 6, 10, 12 & 13/S6.2 are cross referenced on plans. 92. Please specify where details 1, 2, 5, 7, 10, 11, 12, 14, 15, 17 & 19/S6.1 are called out on plans. 93. Please indicate where details 5 & 17/S3.1 are cross referenced on plans. 94. Where are details 20/S6.3 & 18/S3:1 as noted on keynote #7, Sheet S2.3? Similarly, for those on Sheet S2.2. 95. Please state where B-3 & B-5, as per beam schedule, on Sheet S2.2, are called out on the framing plans. 96. Please clarify Villas #68, as opposed to 60, as noted in the calculations, starting on Sheet 81. 97. Please specify the joists & beam specifications, as per calculations on plans. I.e., where is the floor joists spec's., as per page B 1 of the calculations reflected on plans. Similarly, for others. CARLSBAD 15-1869 JULY 1, 2015 98. It is not clear how the beams in the calculations are related to those on the plans. E.g., FB-02, FB-05, FB-06, etc. 99. Where are the 4x1 0, 6x8, etc., columns, as per calculations called out on the structural plans? 100. Please clarify Shear Wall Elevation "D", as referenced on Sheet S2.4, at gridline 3.4, versus N/A, as noted in the schedule, on Sheet S2.4. 101. Where is detail 1/S6.2, as called out in the schedule, as per detail 15/S3.1? 102. Please cross reference detail 20, on 9/S3.1. • ADDITIONAL 1 03. Please see attached for P/M/E & HC items. 104. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 105. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes 0 No 106. The jurisdiction has contracted with EsGil Corporation located at 9:320 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. ·CARLSBAD 15-1869 JULY 1, 2015 PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL P/M/E ITEMS 1. The project may be revised due to the change of construction ralting from non- rated to one hour complete with rated corridors. After the issue is resolved architecturally, inform the mechanical designer for floor/ceiling, roof/ceiling, and corridors envelopes. 2. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 717 3. Horizontal fire-resistive assemblies (mandatory in rated and non·-rated buildings) separating dwelling units or sleeping units (sleeping units occupancies R-1 hotel, R-2 (without cooking), & 1-1 only) (CBC 420.3) must have the duct and air transfer openings protected as required by CBC 711.7, 713.10, 714.4. (Dampers/shafts) 4. Plumbing systems may not be located in elevator machinery rooms. Please remove and reroute the plumbing systems shown. CBC 3006.6. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 5. In areas of residential accommodation piping material types ABS and PVC are limited to two stories only. CPC 701.1. Clarify the venting pipin!~ material type on the schedule. 6. Include the location of the PRV on the site/floorplans. 7. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 Backwater valves are: • Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. • Optional: Fixtures installed on a floor level below the next upstream manhole cover however they (the fixtures) are not below the manhole cover. • Not Allowed: For waste systems with fixtures installed on a floor level above the next upstream manhole cover. 8. Detail the required Suds Relief. "Drainage connections shall not be made into a drainage piping system within eight feet of any vertical to horizontal change of direction of a stack containing subs-producing fixtures." (Bathtubs, laundries, washing machine stand pipes, kitchen sinks, and dishwashers shall be considered suds-producing fixtures). CPC 711.0. 9. Detail how the floor drain trap seal is to be maintained. CPC 1007.0. 'CARLSBAD 15-1869 JULY 1, 2015 10. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. CPC 418.5. 11. Each apartment of dwelling of more than one family shall have the water supply capable of being shut-off from the remainder of the building. Detail how this is accomplished: Unit full way valves or individual fixture shut-offs (include fixture stop style for bath/showers). CPC 606.3. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 12. Review with the architect as to the construction rating of the building and potential rating of corridors and revise the mechanical accordingly, if necessary. (floor/ceiling, roof/ceiling penetrations, and corridor penetrations.). 13. The exhaust fan systems are routed to a "shaft". Include the smoke/fire damper installation at the shaft penetration. 14. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.2. Please provide. City approval for use of an outside ladder is required. 15. If mechanical equipment (including the roof access ladder scuttle) is installed within rr (CBC-1 013.6) or 6' (CMC-304.2) of the roof edge, fall guards designed per the most stringent design requirements of the enforceable Code must be provided. 16. Provide a dryer exhaust duct design that complies with the general requirements of CMC 504.3.1.2 (14 feet maximum length w/ (2) 90°'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. ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) o The electrical is fine as submitted. ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS) 17. Several of the Table 140-3(C) specifications don't match between the forms and the Table, notably the wall and fenestration descriptions. Please review. 18. What is providing the continuous R-2 wall insulation? • Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, 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. ·CARLSBAD 15-1869 JULY 1, 2015 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 11 02A.3.2. b) Per Section 11 04A.2, when the first floor containing dwelling units is a floor above grade, i.e., units over a large common parking area), ~units at the first floor containing the dwelling units must be adaptable and accessible. • SITE DEVELOPMENT/ACCESSIBLE ROUTE OF TRAVEL • ACCESSIBLE ROUTE OF TRAVEL 2. 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 the general public. Sec. 111 OA.1. 3. At least one accessible route shall connect accessible buildings facilities, elements and spaces that are on the same site. Section 111 OA.1. 4. Where more than one route of travel is provided, ~routes shall be accessible. Section 111 OA.1.1. 5. If an accessible route has changes in level greater than % inch, then a curb ramp, ramp, elevator or platform lift shall be provided. Stairs shall not be part of an accessible route. Section '1111A.2. • CURB RAMPS 6. Curb ramps shall be constructed at each corner of street intersections and where pedestrian way crosses a curb. Section 1112A.1. 7. Curb ramps shall be a minimum of 4' in width. Section 1112A.3. 8. The slope of the curb ramp shall not exceed 1 vertical to 12 horizontal. 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. 9. 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. 1 0. 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. 11. 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 DSA/AC detectable warning products and directional surfaces shall be installed. Section 11 B-705.3, as referenced by Section 1112A.9. 12. Curb ramp shall be located or protected to prevent their obstruction by parked cars. Section 1112A.2. • WALKS AND SIDEWALKS 13. All walks and sidewalks subject to these regulations shall have continuous common surface, not interrupted by steps or by abrupt changes in level exceeding%", 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. . CARLSBAD 15-1869 JULY 1, 2015 14. 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. 15. 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. • INSIDE THE UNITS: Please show step-by-step how the plans comply with each & evE~ry item: • INTERIOR PATHS OF TRAVEL 16. 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 90° open position. Sec. 1132A.3. A 34" door is acceptable, and a standard 6'; sliding glass door is acceptable. 17. 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. 18. 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". 19. 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. 20. 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. 21. The bottom 1 0" 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: i) Only 5% of covered dwelling units are required to comply with the repositionable countertop requirements. ii) Stone, cultured stone, and tiled countertops may be used without meeting the repositioning requirements. iii) 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: a) 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. b) 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. 'CARLSBAD 15-1869 JULY 1, 2015 -48" CLEAR BETWEEN r-60' CLEAR BETWEEN FACES OF CABINETS, FACES OF CABINETS, FIXTURES OR APPLIA NCES FIXTURES OR APPLIA NCES I' L. / /I v t --r ---IT -- I II Lt I II Ref. --II z u ___ 1/ II r--II Ref. z II ::E (2} u --- ::E (2) b 0 C"l ~ ~ e z ::E (1) b C"l;" 0 C"lv Stove z B1 e :::E (1) gl<' 0 ---1 1---1 I I I I I I ---' I_-_I I :I I I / / 48' MIN. 60' MIN. TYPICAL KITCHEN "U" SHAPED KITCHEN (1) 30-inch wide counter top space for sink installation with removable base cabinet and finish flooring beneath sink (2) 30-inch wide counter top workspace (3) 30-inch by 48-inch clear space adjacent to range or cooktop to allow parallel approach (4) 30-inch by 48-inch either parallel approach at oven, dishwasher, trash compactor or refrigerator FIGURE 11A-10A-KITCHEN SPECIFICATIONS 25. The following additional provisions shall be met if repositioning of countertops is required: (Sec. 1133A.4.1 ): i) 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. ii) 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. 'CARLSBAD 15-1869 JULY 1, 2015 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: i) Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii) Bathtubs shall comply with Section 1134A.5. iii) Showers shall comply with Section 1134A. 7. iv) Water closets shall comply with Section 1134A.7. v) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi) Bathrooms shall be provided with an accessible route into and through the bathroom. vii) 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). viii) A minimum 18" clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. ix) 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 shall comply with Sections 1134A.6 for showers and 1134A. 7 for water closets. Grab bars shall comply with Section 1127 A.4. b) Option 2. Only one bathroom within the dwelling unit shall be designed to comply with the following: i) Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii) Bathtubs shall comply with Section 1134A.5. iii) 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 11 :34A.8. vi) 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. vii) When two or more lavatories are provided, at least one shall be made accessible and comply with Section 1134A.8. viii) Bathrooms shall be provided with an accessible route into and through the bathroom. ix) 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. xi) Switches, outlets, and controls shall comply with Section 1142A. xii) 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 1127 A.4. xiii) 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. 1. Accessible Route. Powder rooms shall be provided with an accessible route into and through the powder room and shall comply with Section 1134A.4. 2. 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). 3. 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. 4. Water Closets. Water closets shall comply with Section 1134.7. 5. Lavatories, Vanities, Mirrors and Towel Fixtures. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. ° CARLSBAD 15-1869 JULY 1, 2015 6. Accessible Switches, Outlets & Controls. Switches, outlets & controls shall comply with Sec. 1142A. 7. 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. a) 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. b) 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 batlhtub 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. a) 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 % 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. b) Floor Space. A clear maneuvering space at least 30" in width by 48" in leng1th 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. d) Thresholds. When a threshold (a recessed drop) is used, it shall be a maximum of%" in height and have a beveled or slopped angle not exceeding 45° from the horizontal. e) 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. ·CARLSBAD 15-1869 JULY 1, 2015 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 min 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. d) Seat Height. The minimum height of water closet seats shall be 15" above the floor. e) 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. End a) 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. b) 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: a) The space beneath the lavatory shall be left clear and unobstructed. b) 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: a) Shall be at least 30" wide and centered on the lavatory. b) 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 1 0 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. . CARLSBAD 15-1869 JULY 1, 2015 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-1869 PREPARED BY: ALI SADRE, S.E. DATE: JULY 1, 2015 BUILDING ADDRESS: 1582 MARBRISA CIRCLE BUILDING OCCUPANCY: R2; V-A/SPR. BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier LIVING 20423 DECKS 5824 PATIOS 2069 Air Conditioning 20423 Fire Sprinklers 28316 TOTAL VALUE Jurisdiction Code CB By Ordinance Plan Check Fee by Ordinance ~ Type of Review: D Repetitive Fee LiJ Repeats Complete Review D Other 0 Hourly EsGil Fee Reg. VALUE ($) Mod. 2,559,497 [ __ $_6_,63_7_.9__,11 [ $4,314.641 -----'· D Structural Only 1--------ll H r @ • [ __ $_3,_71_7_.2__,31 Comments: In addition to the above fee, an additional fee of $86 is due (1-hour@ $86/hr.) for the CaiGreen review. Sheet 1 of 1 macvalue.doc + DATE: PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: Grand Resort: Phase II Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: CB 15-1869 SET#: ADDRESS: 1582 Marbrisa #60 I,ROJECT ID:CT 03-02 APN: 211-131-11 VALUATION: SCOPE OF WORK: timeshare units D Remarks: This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management & Inspection Division iis required Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed below under remarks. Plan Check Comments have been sent to: Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Grand Pacific Resort: Marbrisa Phase !! PlAN CHECK NO# CB 15-1869 1. SITE PI AN Provide a fully dimensioned site plan drawn to scale. North arrow , Existing & proposed structures ' Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Drainage patterns Driveway widths J Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. r ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". 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. 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/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. 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.: M15332 DOC#2006-0311804 Subdivision/Tract: CARLSBAD RANCH HOTEL & TIMESHARE Reference No(s): owG 428-9G (sht 9)/DWG 428-9F (sht 4) E-36 Page 2 of 6 REV6/01/12 E-36 PlAN CHECK NO #CB 15-1869 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS ' 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 buildin9s and for remodels with a value at or exceeding$ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. · Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the buildin9 site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must be deferrerd 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 of $ 441 00 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: Page 3 of 6 REV 6/01/12 Grand Padfk Resort: Marbrisa PlAN CHECK NO# CB 15-1869 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. r~-···Hnadequate information available on site plan to make a dE~termination on grading requirements. Include accurate grading quantities in cubic yards (c:ut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" ······· ····· Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. · ·· 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 The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. 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: Page 4 of 6 REV6/01/12 E-36 Resort: Marbrisa Phase II PlAN CHECK NO # CB 15-1869 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. 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 Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. . Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/building/Documents/EngStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers . Flow-through planter/vegetated or rock drip line .· Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV6/01/12 E-36 Pacific Resort: Marbrisa Phase II PlAN CHECK NO # CB 15-1869 8. WATER METER REVIEW Domestic (potable) Use 1 What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the sizH of the meter 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%". 9. FEES Required fees have been entered in building permit. 10. ADDITIONAL COMMENTS: Storm Reference Documents Page 6 of 6 REV6/01/12 Preliminary Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: lo Date: Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft.!Units 1 EDU's: Types of Use: Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: EDU's: EDU's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT's: ADT's: ADT's: Date: Within CFD: I.;! YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ·NO 1. PARK-IN-LIEU FEE: . NW QUADRANT ... • NE QUADRANT •SE QUADRANT LJW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: I X 4. FACILITIES MANAGEMENT FEE FEE/ADT: 1 DIST. #1 FEE/ADT: ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: 5. SEWER FEE EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: I X FEE/EDU: IX PLDA: IX FEE/EDU: .HIGH FEE/AC: I=$ DIST.#2 I=$ I=$ I=$ I=$ .. :MEDIUM I=$ UNITS CODE CONN. FEE METER FEE SDCWA FEE DIST.#3 TOTAL CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE CB151869 PROJECT INSPECTOR: ~tiT A . CIA V/ DATE: !tJ/?t:>/; s I I PROJECT ;.;.ID_.-CT.;_:.I__.t2_..._"'"""3--=~tJ;....? _____ _ LOTS REQUESTED FOR RELEASE _.....V:..;....;, /'-""/tv=--""'""tir"""'!J'------ N/A =NOT APPLICABLE -,/ = COMPLETE 0 = INCOMPLETE OR UNACCEPTABLE 1st 2nd. 1. Site access to requested Jots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8 W' X 11" site plan {attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils repo11 has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lot:s for release lots shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of spE~cific lots to be released. Letter must state lot (s) is graded to within a tenth (.1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustiibles and an all weather roads access to site is required. 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. p Partial release of the site is denied for the following reasons: Construction Manager Date CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: D Building Permit D Right-of-Way Permit D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria D My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threaf' assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 • Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April :30). Tier 3 • Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, D My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Address: Assessor Parcel No. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 15t1r-;1J~Cl~F>'--~ }/}. Gp~ (.e City Concurrence: By: Cl YES Cl NO Page 1 of 1 ~'!...fi-J31·-l\ Title: Rev.03/09 w RLSB CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction ., Perceived SWPPP Tier Construction Threat Assessment Criteria* Threat to Storm Water Level Quality Tier 3 -High Construction Threat Assessment Criteria 0 Project site is 50 acres or more and grading will occur during the rainy season 0 Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 USDA-NRCS Erosion factors kt greater than or equal to 0.4) 0 Site slope is 5 to 1 or steeper 0 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 0 through April 30). Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3-Medium Construction Threat Assessment Criteria Medium 0 All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 High Construction Threat Assessment Criteria 0 Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kt greater than or equal to 0.4) High 0 Site slope is 5 to 1 or steeper Tier2 0 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). 0 Owner/contractor received a Storm Water Notice of Violation within past two years 0 Site results in one half acre or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium 0 All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier 1 -Medium lnsQection Threat Assessment Criteria 0 Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors k1 greater than or equal to 0.4) Medium ~ Site slope is 5 to 1 or steeper Tier 1 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). 0 Owner/contractor received a Storm Water Notice of Violation within past two years 0 Site results in one half acre or more of soil disturbance Tier 1 -Low lnsQection Threat Assessment Criteria Low 0 All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Exempt -Not Applicable -Exempt *The c1ty engmeer may authonze mmor vanances from the construction threat assessment cntena 111 spec1al circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 CITY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a developmE~nt application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Pmject Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Step 1 and follow the instructions. When completed, sign the form at the encr and submit this with your application to the city. 1. Is your project LIMITED TO constructing new or retrofitting paved sid or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with US EPA Green Streets 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads are designed and constructed in accordance with the US EPA Green Streets guidance? YES If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the llast box stating "my project does not meet PDP requirements" and complete applicant information. answered "no" to both 2. E-34 Page 1 of 3 Effective 6/27/13 STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To determine if your project is a priority development project, please answer the following questions: 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and ublic develo ment ro·ects on ublic or rivate land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consum tion. 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site. and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the roject to the ESA (i.e. not commingles with flows from adjacent lands).* 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles erda . 1 O.ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11.1s your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? YES / /' /" / NO / / v/ /" / i/.·· If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requireme111ts" box and complete applicant information. E-34 Page 2 of 3 Effective 6/27113 ~ CITY OF RLSB STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requi1rements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the " meets PDP irements" box and cant information. 8"... My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details. D My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Address: /2-"Zt.> rl?..c.':. I:! W.-A•·"' S , Bu.' 3 2 CJ Accessor's Parcel Number(s): 2d l-I "SI-I \ Applicant Name.:~ ' "ZJ.qe / L'AJ. dea Applicant Title: D=-S'·" IV kif'--Date: L/, 'f1/1 5 i ~ This Box for City Use Only City Concurrenc1a: l YES I_ NO I I By: Date: Project ID: *Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effective 6/27113 CITY OF STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE ./ My project is not in a category of permit types exempt from the Construction SWPPP requirements ./ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ./ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) ./ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. 0' E-29 t.h.7hJ:: ~ STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/41NCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Development Services Land Development Engineering 1635 Faraday Avenue I! 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address: IS 'if 'LI11n1.fYl_,1 ~ll. G /?,u; Assessor's Parcel Number: Z/ J-1 ?/I-/) Project ID: \ h.JL 5"(!) J.. ¥ ......., li 0 • Construction Permit No.: 1 ~ / ~ /r6 Estimated Construction Start Date t>lj/1> Project Duration YJ Months 1.] Emergency Contact: Name: dd7t.:.; kN?:-!-4. 24 hour Phone: JttJ "-'515<:.·-~ fi8-1?J Perceived Threat to Storm Water Quality ~Medium 0 Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By:---------- Date:---------- REV 4/30/10 " Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs c: c: c: "E "E 0 0 0 ""0 ~ (]) ""0 (]) c: t5 t5 c: Ol E c: E ""0 .!!l ro 0 c: Ol ro c: 2 2 '5 c. (]) 2 ro fl) E Q) ~ "E "5 ~ ro Ol Qi t) fl) t) c: Ol fl) 2 2 Ol ""0(]) c. c: c c: ('5 ';::: 0" (]) ro c: ~ Best Management Practice c: c:-(]) .E c: fl) c: c: 0 fl) ell E ro ro fl) ro co ·a. -0 (]) 0 (]) ~ w > ro ~ ro- fl) ~ t!= (]) ro (]) s ~ (BMP) Description -+ fl) (J c: E Ol (])Ol co c: 0~ 0 fl) ""0 ""0 Qj fl) 2 2 (])(/) .!!! ·m c: .,...,~ c: c: ~ fl) JY ~ -~ "' 8 m .,. ,.. r n .., fl) 5 2~ ~Q) u "E 0 co > .;::;;;: Ol ~ 0 -LJ.J -~ o rn ro .... ~ g - -..!!:! ~ ~ 0 CIJE 0:.;:::; m-<U ro '2 -~ Jj 10 i~ QOl c: (]) 0:: ro N fl) ~~ Ol (]) ·a. "E !!! c 2 ro (]) E ..>< Qj -:J .c §2 :.:: VJ :0 -u·2 2 ""0 .cc: (]) u.. (J Qi > (]) :J ""0 :a~ ·-""0 20 c: ..>< ""0 ro (J n: 0 0 t: ·-c. '5 (]) (]) (J c: .oro ·s ro ·-ro (J N c: 1: ~ ro~ 0 .c ~ 0 0 COOl c?3& ro ro 0 .c(]) ro .8 ~~ (]) (]) .c .l:>ro ro -~ sa: ro (])_ ~~ 0 n: (9 wo U5 U5 (/) 0 u:: (9 CIJ> (/) C/)0.. Ci5.E: a.. a.. >0 2 (/) 0:2 CASQA Designation -+ 1'-00 0) ~ ~ <? .... "' '9 ";-00 0 ~ N ~ (') 1'-00 ~ N (') "i "' (0 00 u u u ~ uJ uJ uJ uJ ~ a: rh rh rh rh ~ ~ ~ ~ ~ ~ u w w w 2 w w w (/) (/) (/) (/) (/) (/) (/) 1-1-z z z z s s s s s s s Construction Activity w (/) ./ Grading/Soil Disturbance / -../,~ ./ ./ . . / Trenching/Excavation ./ ,/ / ./ / Stockpilin!l v v Drilling/Boring -1 Concrete/Asphalt Saw cutting ./ / ... Concrete flatwork ./ Paving -.1 ConduiUPipe Installation " Stucco/Mortar Work ./ Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fuelin!l Hazardous Substance Use/Stora!le I Dewaterin!l I Site Access Across Dirt I Other (list): I Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity desO!lribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4/30/10 DATE: PROJECT NAME: PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PR:OJECT ID:cr PLAN CHECK NO: SET#: ADDRESS: VILLA APN: VALUATION: SCOPE OF WORK: timeshare D Remarks: This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management & Inspection Division is required Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed below under remarks. Plan Check Comments have been sent to: Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov I 1 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. • North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Drainage patterns Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on si9ned approved plans: DWG No. 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". 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. 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/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of omce. Lot/Map No.: M15332 DOC#2006-0311804 Subdivision/Tract: CARLSBAD RANCH HOTEL & TIMESHARE Reference No(s): DWG 428-9G (sht 9}/DWG 428-9F (sht 4) E-36 Page 2 of 6 REV 6/01/12 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS 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$ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. 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 $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: 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 of $ 441 oo 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: Page 3 of 6 REV 6/01/12 E-36 5. GRADING PERMIT REQUIREMENTS 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, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. 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 , The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS ,t 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: Page 4 of 6 REVG/01/12 E-36 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. 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 Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV 6/01/12 E-36 8. WATER METER REVIEW 9. FEES Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter 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 in building permit. 10. ADDITIONAL COMMENTS: Page 6 of 6 REV 6/01/12 Preliminary Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: 5 GEO OAT A: LFMZ: I B& T: Address: 1 Bldg. Permit#: 1 Fees Update by: lo Date: 5 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units 1 EDU's: Types of Use: Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: EDU's: EDU's: Types of Use: Sq.Ft.IURits 8 ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT's: ADT's: ADT's: Within CFD: i/1YES (no bridge & thoroughfare fee in District #1! reduces Traffic Impact Fee) NO 1' PARK-IN-LIEU FEE: INW QUADRANT : NE QUADRANT 1. •. ISE QUADRANT c:w QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: IX FEE/ADT: 1 I=$ 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 DIST.#3 ADT'S/UNITS: 1 IX FEE/ADT: I=$ 4. FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UNITS: X FEE/SQ.FT./UNIT: I=$ 5. SEWER FEE EDU's IX FEE/EDU: I=$ BENEFIT AREA: EDU's IX FEE/EDU: I=$ 6. DRAINAGE FEES: PLDA: JHIGH 1MEDIUM .·]LOW ACRES: IX FEE/AC: I=$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL DATE: PROJECT NAME: PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PI~OJECT ID:CT PLAN CHECK NO: SET#: ADDRESS: APN: ~k&''.kJA VALUATION: SCOPE OF WORK: D Remarks: This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management & Inspection Division is required Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed below under remarks. Plan Check Comments have been sent to: Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1. SITE PI AN Provide a fully dimensioned site plan drawn to scale. North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Drainage patterns Driveway widths Existing or pmposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. 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". 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. 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/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. 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.: M15332 DOC#2006-0311804 Subdivision/Tract: CARLSBAD RANCH HOTEL & TIMESHARE Reference No(s): DWG 428-9G (sht 9}/DWG 428-9F (sht 4} E-36 Page 2 of 6 REV 6/01/12 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE · Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS 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 $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. 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 $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: 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 of $ 441 oo 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: Page 3 of 6 REV 6/01112 E-36 5. GRADING PERMIT REQUIREMENTS 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, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. 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 , The inspector will then provide the engineering counter with a release for the building permit. · No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. 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: Page 4 of 6 REV 6/01/12 E-36 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. 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 · Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden · Pervious pavement/pavers Flow-through planter/vegetated or rock drip line ' Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV 6/01112 E-36 8. WATER METER REVIEW 9. FEES Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter 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 in building permit. 1 0. ADDITIONAL COMMENTS: Page 6 of 6 REV 6/01112 Preliminary Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units EDU's: Types of Use: Types of Use: Sq.Ft./Units Sq. Ft./Units Types of Use: Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq. Ft./Units Sq. Ft./Units EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT :w QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: I =$ 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 DIST.#3 ADT'S/UNITS: I X FEE/ADT: I =$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: I =$ 5. SEWER FEE EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: UNITS CODE IX IX PLDA: IX FEE/EDU: FEE/EDU: HIGH FEE/AC: CONN. FEE I=$ I=$ MEDIUM I=$ METER FEE SDCWA FEE TOTAL PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 DATE: 06/25/15 PROJECT NAME: MARBRISA PROJECT ID: SDP 03-02 Planning Division 1635 Faraday Avenue {760) 602-4610 WWW.CrtriSbrtdCrt.llOV PLAN CHECK NO: 15-1869 SET#: 1 ADDRESS: 1582 MARBRISA CIRCLE APN: 211-131-11-00 This plan check review is complete and hasl\):8lf4(71t ~LANNING Division. TO ENGINEERIN(, By: CHRISTER WESTMAN A Final Inspection by the PLANNING Division is required ~Yes 0 No You may also have corrections from one or more of the divisions listE~d below. Approval from these divisions may be required prior to the issuance of a buildJ1ng 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 questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING r:8J Christer Westman 760-602-4614 Christer.Westman@carlsbadca.gov D D Gina Ruiz 76Q-602-4675 Gina.Ruiz@carlsbadca.gov D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D Linda Ontiveros D :fl.RE IPREVENTION .. ··. . 760~6024665 Greg Ryan 760-602-4663 Gregory.~lyan@carlsbadca.gov D CindyWong 760-602-2773 760-602-4662 Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: REVIEW#: 1 2 3 ODD ODD ODD ODD Plan Check No. CB 14-2415 Address 1573 Marbrisa Circle Date 09/23/14 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: 13 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) Legend: !:8:1 Item Complete Environmental Review Required: DATE OF COMPLETION: 09/01/04 D Item Incomplete-Needs your action YES t:8J NO 0 TYPE MIT NEG DFC Compliance with conditions of approval? If not, state conditions which requina action. Conditions of Approval: Discretionary Action Required: YES t:8J NO 0 TYPE SOP APPROVALIRESO. NO. 5686-5691 DATE 09/01/04 12J.r'?..?J ~?e;tJ--2&'2 PROJECT NO. SOP 03-02 . C-C. t /-1"7-to fS .A 'b. t~, t1f 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:--------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES 181 NO 0 CA Coastal Commission Authority? YES 0 NO 181 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): COP 03-04 APPROVED 09/01/04 Habitat Management Plan Data Entry Completed? YES D NO D 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!) lnclusionary Housing Fee required: YES D NO 1Z1 (Effective date of lnclusionary Housing Ordinance-May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) D D 0 Housing Tracking Form (form P-20) completed: YES D NO D N/A !:8:1 ' . P-28 Page 3 of 4 07111 Site Plan: ODD DOD DOD ODD DOD DOD DOD ODD Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvE~ments, 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 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required MAX 35 Shown MAX 34 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ D D D Additional Comments--t)' {frP[)_ ?ll-CIV . o/ f f I ( r OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER G~~MI\N DATE 06/25/15 , · ~Do '"1 ~~~~ vo ~ VY-~L ~·~ ).!<;eM~ ~ ~J % ~M\9·1, \S" & APPVb r/frr)r: · P-28 Page 4 of4 07111 ,...~-r r~, C 'JEDT ,~.,r~f~-""l pLAN c Heel(-) _J" t . ~JL . c 'Com:nlmit:y & Economic REVIEW Development Department 1635 Faraday Avenue TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 10~20-15 PROJECT NAME: Marbrlsa Resort Villa 60 PROJECT ID: PlAN CHECK NO: CB151869 SET#: I ADDRESS: 1582 Marbrlsa Circle APN: r8J This plan check review Is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire Division is required [81 Yes 0 No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the Issuance of a building permit. Resubmitted plans should Include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: 0 Chris Sexton 760~602~4624 _Q._I1J'is.$exton@earl~badca.gov D Gina Ruiz 760-602~4675 _t;ina.Rulz@carlsbagca.gov D Remarks: 0 Kathleen Lawrence 760-602~27 41 Kathleen,L~wreneg~®carls!:)adea.goy D D Linda Ontiveros 760-602-2773 linda.Ontiveros@carlsbadca.gov 0 Greg Ryan 760-6102-4663 Gregory.RYJ~n@carlsba~_y: 0 CindyWong 760-602-4662 C~nthiC;J.Wong@carlsbadc~ [g) Dominic Fieri 760~Ei02·4664 Q.Qooinig.Fi~.ti@Qar(sb~dca.gov l Carlsbad Fire Department Plan Review Requirements Category: COMMIND , HOTEL Date of Report: 1 0~20~20 15 Natne: Address: Permit#: CB151869 DANTALANT P OBOX329 1220 ROSECRANS ST SANDIEGO CA 92106 Job Name: GRAND PACIFIC RESORT~VILLA#60 Job Address: 1582 MARBRISA CR CBAD Reviewed by: BI~I)(J, DEPT C()p-y , INCOMPLETE The ite1m-you have submitted f{>rreview is incom~~tte. At this time, t~~~<·otli~,e car t iaequately.ponducta review·to determine compliance with the applicable .codes ano/Qr stand~rds. Pl~;ase r"' :view careftilly~ll tQmments attached.,, Please resubmi(the n~cessary plansm1d/br specification~, W~th chad~es,;,'c '•ouded", to this office f<'Jt.: review and appr,oval. · ,_ , < ,.; -,., ..... ~ ''""'" "•-.,.\ ·.~ Conditions: ' "' Cond: CON0008505 [MET] APPROVED:· THIS PROJECT HAS BEEN REVIE\VED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 08/13/2015 By: df Action: AP Entry: 10/20/2015 By: df Action: AP 0 u p :JCT Attn: Ali Sadre Esgil Corporation Prior to final sign off on project #15-1869 through the City of Carlsbad, the owner has decided due to budget and time constraints that the building needed to change from a wood framed building to a prefabricated steel stud system with steel floor and roof joists as well. This inherently changes the building type to Type 11-B, although not necessary due to size and height of building which conformed as Type V-A. This clearly changes most of the Structural drawings and calculations, the Architectural detailing, the Title 24 envelope, etc. Please find the new full sets of drawings for your review/recht=ck. If you have any questions regarding the changes that were made to these revised Construction drawings, please contact me by cell phone. Regards, Dan Talant NOAA Group 858-736-1508 FILE COPY' CORRECTION LIST Daryl K. James & Associates, Inc. APPLICANT NAME (Primary Contact) Dan Talant (619) 297-8066 x25; dant@noaainc.com PROJECT NAME: Marbrisa Resort, Villa #60 DG DE J»T r-~l'i.n-.:BL J, . · · .. .h Rag&~ Checked By: Robert Salgado Plan Check Date: 06128/2015 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1582 Marbrisa Circle PROJECT DESCRIPTION: CB151869 involves the construction of a new timeshare building. Ground up Type V-A Fully Sprinkled, 4-Story, 30 Unit, R-2 occupancy, with an overall floor area of 20,423 SQ/FT plus 7,893 SQ/FT of exterior exit balconies and decks/walkways, which will serve as part of the means of egress. The design and construction of this building also includes the following: New Mechanical, Electrical, and Plumbing systems (MEP). All fire alarm and detection, fire sprinkler, and standpipe systems, and other types of protection equipment and systems will be submitted separately as deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES: 1. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. 2. Provide a written response following each comment, On This Cc>rrection List, explaining how and where you've addressed each plan review comment. 3. Provide a copy of Building Department (EsGil) comments. Input fire 1revisions onto the Building Department plan check. 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadnunner.com COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: Attn: Robert Salgado 27 425 Blackstone Road Temecula, CA 92591 1 FLS COMMENTS (non-structural plan review): 0 Please provide a copy of Building Department (EsGil} comments with the revised drawings at time of 151 BACK CHECK and input fire revisions onto the Building Department plan check. SHEET A-1, GENERAL INFORMATION: (1) Under the Building Code Information Title Block: Please indicate the number of individual Hotel Units (i.e. 30-Units, etc.) (2) Add NFPA Standards to the list of code references, as applicable: NOTE: NFPA and other Consensus Standards are listed in the 2013 CFC, Chapter 80, Referenced Standards. Please list all codes, regulations, and standards that are applicable to this project: NFPA STANDARDS: 0 NFPA 13, Standard for the Installation of Sprinkler Systems as amendecl, 2013 Edition. 0 NFPA 14, Standard for the Installation of Standpipe and Hose Systems, 2013 Edition 0 NFPA 72, National Fire Alarm and Signaling Code as amended, 2013 Edition. (3) Add a separate box onto the Title Sheet (General Info); label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and insert the following "TEXT' [verbatim]. Deferred Submittal Items: 0 Fully-Automatic Fire Sprinkler System, designed in accordance with 2013 CFC, Section 903, and NFPA 13, 2013 edition. NOTE: The AOR should consult with the city of Carlsbad Fire Code Official to obtain specific design criteria for the aboveground fire sprinkler system (hazard class/density) and the underground piping plans (for hydraulically calculated systems). 0 Standpipe System, designed in accordance with 2013 CFC, SE~ction 905.3, and NFPA 14, 2013 edition. 0 Fire Alarm and Detection System, 2013 CFC, Sections 907.1 through 907.9 (which includes all other uses and occupancy groups associated with this project), and NFPA 72, 2013 edition. Specify type of system: Manual or automatic, combination automatic/manual alarm and detection system. (4) Provide specifications and California State Fire Marshal listings and other acce!ptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, 2013 CFC, Section 804. (5) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2013 CBC, Section 803.1.2. (6) Denote all furnishings and evidence of compliance with 2013 CFC, Section 808. (7) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. 2 (8) Denote all decorative materials and trim, and evidence of compliance in accordance with 2013 CFC 807.2. (9) Clarify the floor surface requirements for the repair garage areas. Refer to CBC, Section 406.8.3. SHEET A-2, SITE PLAN: (1) To ensure that the fire apparatus access roadways are designed and constructed, and/or maintained in accordance with the city of Carlsbad municipal requirements; please add the following notes [1a., 1b., 1c., 1d., 1e., and 1f.] onto the plans, as applicable: 1a. Carlsbad Municipal Fire Prevention Code, 17.04.220 Section 503.2.1. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7,315 mm) exclusive of shoulders, except for approved security gates in accordance with section 503.6 and an unobstructed vertical clearance of "Ciear~to-sky". 1b. Carlsbad Municipal Fire Prevention Code, 17.04.260 Section 503.2.3 Fire apparatus access roads shall be designed and maintained to support not less than 75,000 lbs. (unless authorized by the Fire Code Official) and shall be provided with an approved paved surface to provide all-weather driving capabilities. 1c. Carlsbad Municipal Fire Prevention Code, 17.04.300 Section 503.4.1 Fire access roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus response times shall not be installed on fire access roadways, unless they meet design criteria approved by the Fire Code Official. 1d. Carlsbad Municipal Fire Prevention Code 17.04.320 and the CFC 505.1. Approved numbers and/or addresses shall be placed on all new and existing buildings and at appropriate locations as to be plainly visible and legible from the street or roadway fronting the property from either direction of approach. 1e. Carlsbad Municipal Fire Prevention Code 17.04.350 Chapter 5, 505'.5. Provide an emergency response map showing new structures, hydrants, roadways, or similar features. Map updates must be in a format approved by the fire department will be provided. The responsible party shall be charged a reasonable fee for updating the City emergency response maps. 1f. Carlsbad Municipal Fire Prevention Code 17.04.310 and the CFC 503.6.1 All gates or other structures or devices, which could obstruct fire access roadways or otherwise hinder emergency operations are prohibited unless they meet standards approved by the Fire Code Official, and receive plan approval by the Fire Code Official. All automatic gates across fire access roadways and driveways shall be equipped with an approved emergency key-2 operated switch, which overrides all command functions and opens the gate(s). (2) In reference to the above requirements [1a. through 1f.], has the City of Carlsbad Fire Marshal (FM) or his/her designee reviewed and approved the required fire protection documents and fire service features listed in sub-comments 2a., 2b., and 2c.? [o Yes oro No] o 2a. FIRE FLOW REPORT: Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow and pressure for the Marbrisa -New Villa #60 scheduled to be built under this Building Permit Application. Clarify provisions for a new fire pump where the available water supply (GIPM/psi) cannot meet the system demand of the combination fire sprinkler/standpipe system. NOTE: Any reduction in fire flow or in the amount of on-site fire hydrants required in 2013 CBC 3 Appendix 8 & C will need to be approved by the City of Carlsbad Fire Marshal (FM) or his/her designee. D 2b. HYDRANT AND FDC PLAN: Please provide documentation and/or letter with the CB Application # ....... ]; and the date in which the following items were approved: Civil drawings and underground fire protection plans showing the locations of current (existing) and proposed (new) fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. The Fire Flow requirements for the total square footage of this site must be determined by the City of Carlsbad Fire Marshal (FM) or his/her designee, in accordance with the Carlsbad Municipal Fire Prevention Code Section 17.04.370. D 2c. FIRE DEPARTMENT ACCESS PLAN: Please provide documentation [drawing] and/or letter with the CB Application # ...... ]; name of the approving fire code official; and date when the Fire Department Access Plan was approved. The site plan must demonstrate that the approved emergency access and fire apparatus access roads meet the 150'-0" requirement, in accordance with 2013 CFC, Sections 503.1.1; and 504.1. The Fire Department Access Plan must incorporate the City of Carlsbad Fire Prevention Code requirements identified in the sub-comment notes shown above (1a., 1b., 1c., 1d., 1e., and 1f.) (3) Please provide a copy of the approved CIVIL DRAWINGS with CB Application # ...... ] for reference. The approved Civil drawing must comply with the following requirements: 0 Requirement 1: Underground piping plans for on site fire protection must comply with State Codes, National Standards [NFPA Standards 13 and 24, 2013 Editions], and the City of Carlsbad Municipal Fire Prevention Code-Chapter 17.04. 0 Requirement 2: The approved Civil drawings must have the imprinted seal of the Professional Engineer (PE) responsible for the design of the U/G piping plan (on-site fire protection). In addition, the approved Civil drawings must have imprinted stamp of the City of Carlsbad Fire Marshal (FM) or his/her designee. Refer to 2013 CFC, Section [A] 105.4.1. NOTE #2: The imprinted PE seal and FM stamp must have the wet signatures of the persons/officials duly authorized to approve the design and construction of U/G piping plan. SHEET A-3, 1st & 2nd FLOOR PLANS: (1) Please provide an Egress Plan (Exit Code Analysis), in order to show a complete representation of all components in the required means of egress. For clarity, illustrate the following components for each portion of the required means egress (MOE): 0 SQ/FT of each area, room, or space. 0 Occupant load factor for each area, room, or space. 0 Number of occupants in each area, room, or space. 0 Delineate and outline the path of travel, as measured from the most remote point within the various use/occupancy groups (dwelling units/sleeping rooms) along the natural and 4 unobstructed path of egress travel to the required exit, and then out to the exit discharge/pubic way [include travel distance dimensions]. (2) Electrical room #004 may require two exits. The Architect of Record (AOR) should consult with the Electrical P.E. and obtain a copy of the manufacture cut sheet for Main Switch Board #60 (MSB60). The dimensions of MSB60 need to be verified because the 2013 CEC, Section 11 0.26(C)(2) requires two separate exits when the electrical equipment is rated at 1 ,200A or more and is over 6 feet wide. Refer to the NEC handbook for a detailed explanation of how to properly apply this provision. See Sheets E- 4.1 and E-5.1. (3) Door #69 which serves electrical room #004 must be equipped with Panic Hardware. Please specify this requirement on Sheet A-11. Refer to CEC 2013, 11 0.26(C)(3) and 2013 CBC, Section 1008.1.10. (4) Please change the 1-Hour wall detail call-out on the Wall Legend; it references Sheet A-11, which is the Door and Window Schedules. This error occurs on the Enlarged Plans as well. Sheets A-13 through A-16 do not have a detail for 1-hour Fire Partition that separates the dwelling/sleeping units. Typical, applies all floors. D NOTE: The wall legend must identify the architectural features and the type of fire-rated assembly (i.e. floor/roof assembly, fire wall, fire barrier, partition, etc.). Additionally, the legend must call-out the sheet and detail number where the rated atssembly can be found. All rated conditions must reference an approved assembly number (U.L., Gyp W.B. Association, CBC, etc.). (5) Some of the individual units (rooms) have intervening doors which open into and through the one- hour fire partitions. Please call-out 60 minute doors on Sheet A-11 (Door Schedule). Typical, applies all floors. (6) Please change the Recessed Fire Extinguisher (RFE) detail call-out; it refen~nces Sheet A-1 0, which is a Sections drawing. Refer to Sheet A-13. (7) Please clarify the need for Combination Smoke/Fire Dampers at 1-Hour rated fire partitions and ceiling/floor assemblies, and continuous vertical shafts, where air ducts and transfer openings penetrate the 1-Hour assemblies. Refer to 2013 CBC, sections 713.10 and 717.3.3.3. Coordinate with Mechanical plans. It is recommended that the AOR consult with the Mechanical P.E. SHEET A-5. ROOF & SLAB PLAN: (1) The design and construction of the entire roof system must comply with tl1e prov1s1ons of "Carlsbad Roof Policy 80-6, Intent "B." Please Imprint Carlsbad Policy 80-6 onto Sheet A-5. SHEET A-11. DOOR & WINDOW SCHEDULE /INT. ELEVATIONS: (1) The format of the Door Schedule should be revised for clarity. Please Columns to the Door Schedule, as follows: D Please add a "FIRE RATING" column. This column should specify 60-Minute opening protection for every door that opens into and through the one-hour fire partitions, separating each dwelling unit/sleeping room. D Please add a "REMARKS" column. This column should indicate Panic Hardware for the door serving electrical room #004, and should identify which doors will be equipped with Card Reader devices. 5 (2) Specify the requirements for Access-Controlled Egress Doors, in accordance with 2013 CSC, Sections 1008.9.8 and 1008.9.9. Coordinate the required safety functions with the electrical plans. Typical, this applies to all floors. SHEETS M-4 THROUGH M-7, MECHANICAL FIRST FLOOR NEW WORK PLAN: (1) The Mechanical P.E. should review all the Architectural Floor Plans to verify which ceilings, floors, shafts, and walls have a fire-resistive rating. Please clarify the need for Combination Smoke/Fire Dampers (CSFD) at 1-Hour rated fire partitions and ceiling/floor assemblies, and continuous vertical shafts, where air ducts and transfer openings penetrate the 1-Hour assemblies. Refer to 2013 esc, sections 713.10 and 717.3.3.3. Coordinate with Mechanical plans. D NOTE: It is recommended that the Mechanical P.E. consult with the Architect of Record (AOR) to ensure that the provisions listed above are incorporated into the design and construction of mechanical system. (2) Please indicate on plan, the Unit Types and Room #'s of each dwelling uniUsleeping room. Refer to Sheet A-3. Typical, this applies to all floors. SHEET M-8, MECHANICAl ROOF NEW WORK PLAN: (1) The design and construction of the entire roof system must comply with the provisions of "Carlsbad Roof Policy 80-6, Intent "S." Please Imprint Carlsbad Policy 80-6 onto Sheet 1\11-8, as applicable. SHEET M-9, MECHANICAl DETAILS: (1) Provide a detail of a schematic which illustrates how the duct smoke detectors (DSD's) will close the CSFD's. Include power requirements and connections to the building fire alarm system. SHEET E-0.2, LIGHTING FIXTURE SCHEDULE: (1) Add the following notes onto Sheet: E-0.2 • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2013 esc, Section 1006. • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2013 CSC, Section 1011.6.3. SHEET E-.7.2, 3rd AND 4TH FLOOR EGRESS CALCULATIONS: (1) Clarify exit signage (w/directional arrows) at the innermost portion of the exit balcony, at the center, adjacent to the elevator. See to the 151, 2nd, and 3rct Floor Plans. END OF COMMENTS 6 ENGINEER: Charles Colvin DATE: September 11, 2015 PROJECT NUMBER: 11132A.10 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 VILLA 60 CARLSBAD, CA Prepared for NOAA GROUP 2398 SAN DIEGO AVE SAN DIEGO, CA 92110 t=l )-r () 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 ENGINEER: Charles Colvin DATE: September 11, 2015 PROJECT NUMBER: 11132A.10 TABLE OF CONTENTS DESIGN LOADS AND DESIGN CRITERIA HEADERS WALLS STUD LATERAL LOAD DISTRIBUTION/ KEY PLAN RAM RESULT FRAME MODEL DATA CRITERIA, MASS AND EXPOSURE DATA LOAD AND APPLIED FORCES FRAME STORY FORCE LOAD COMBINATIONS FRAME REACTION ENVELOPE MEMBER CODE CHECK CRITERIA LOAD COMBINATIONS (STEEL) CODE CHECK SUMMARY (STEEL) FRAME REACTION ENVELOPE (STEEL) LOAD COMBINATIONS (AMPLIFIED SEISMIC) MEMBER CODE CHECK SUMMARY (SEISMIC) FRAME REACTION ENVELOPE (SEISMIC) DIAPHRAGM FORCES COLLECTORS-STRAPS SCBF COLUMN ANCHORAGE GRADE BEAM Al-A2 Bl-B15 Cl-C6 Dl-D2 El-El8 Fl-F2 Gl-G13 Hl-Hll Il-12 Jl-JS Kl-K17 Ll-L2 Ml-M13 Nl-NS Pl Ql-Q34 Rl-R4 Sl-S3 Tl-T2 Ul Vl Project: Job#: Villa 60 11132A.10 Date: 9/17/2015 Engineer: ES Roof Material Tile Solar Panel 2x1/2" Ply. Framing Insulation GWB Misc. Floor Framing~ 1-1/4"~Concrete L-r \fv'l 3/4" Plywood MEP 5/8" Gyp. Ceiling Misc. Material DL= lL= DL= ll= Weight (psf) f3.(, L.t 10.0 5.0 3.0 2.5 1.0 6.0 3.0 ~ 2.3 1.3 Weight (psf) Corridor Framing ~ I " . y.l C:t .... c.., 2-3 4 l~k Concrete N\A'){.. 3.0 26.0 2.3 1.3 3.2 1.2 3/4" Plywood MEP 5/8" Gyp. Celiing Misc. Dl::: ll= A1 619.299 . .5550 Building Loads (2013 CBC) Basis of Design Location: Carlsbad Ranch Resort Carlsbad, CA 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 Date: October 3, 2015 Project Villa 60 Job No: 11132A. ·1 0.00 A. REFERENCE CRITERIA 2013 California Building Code and its references B. MATERIALS Concrete Reinforcing Steel Structural Steel C. INTENT OF DESIGN F'c= 3000 PSI, UON Grade 60 A992, Gr. 60, UON This structure is identical to the approved Villa 60 in timber; except that we have now converted from timber to cold formed steel framing walls and concentric braced frame lateral system. A2 """ s ~ I I f I r nr I I I I I I I I I I I I I I' I { I I I I I I I I I I I I I I I I ll I i I i I.--I I I I ~~~,,.,.,..,.._.~,- VI> ~ --- , .... ,------- Project: Job#: Villa 60 11132A.l0 Date: 9/11/2015 Engineer: ES t' htrib Wtrib Gravity Loads DLwall DL floor LL Lateral Loads Seismic Wseismic '4 fi: .. 1ft 14.50 ft 18 psf 25.5 psf 40 psf 388 plf 580.0 plf 5 psf 5.0 plf Vertical Deflection Lateral Deflection - www.bw~sd.c.om 619.299.5550 Header Loading (2013 CBC) Location H3.4 HDRl Vertical Load Capacity Stud (2} 6005162-33 ··Exceeds Capacity Exceeds Capacity Shear. *UseHDRS (2} 8005162-43. OK OK OK Moment Shear Lateral Load Capacity Track (2} 600T150-43 Momenf'v . "· .. shear·.,+··· 36.66 k-in 2.102 k 1~.72 k-ih' 2:7s4 k /!·· Vertical Deflection Capacity L/360 0.13.in L/2'40 .... ·. Lateral Deflection Capacity L/240 ... 0.20 in 3.78 in4 81 L htrib wtrib Gravity Loads DLwall DL corridor LL Lateral Loads Risk Category II v Exposure C Kzt Aeff, wind Pnet30 A. Pnet Wwind 6ft 1ft 0.75 ft 16 psf 25.5 psf 100 psf 35 plf 75.0 plf 110 mph 1 12 ft2 29.1 psf 1.49 43.4 psf 43.4 plf Vertical Deflection Lateral Deflection OK OK OK OK • FOK OK OK Location 13 HDR1 Vertical Load Capacity Stud (2) 6005162-33 ·.M6m~nt·''! Lateral Load Capacity Track {2) 600T150-43 Moment Shear .. 18.§'4 k-ir{ 1.i.Y6}k :. l8.72 kdn 2 . .:ZS4 k Vertical Deflection Capacity L/360 o:2o in L/240 Lateral Deflection Capacity ' ,/ 0.30 in 3.586 in4 L/240 . 0.30 in 3.78 in4 82 Project: Job#: Villa 60 11132A.10 Date: 9/11/2015 Engineer: ES Vertical Load Capacity Stud {2} 6005162-33 Moment Shear Lateral Load Capacity Track {2} 600T150-43 Moment Shear 18.94 k-in 1.276 k 18.72 k-in 2.754 k Vertical Deflection Capacity 3.586 in4 Lateral Deflection Capacity 3.78 in4 83 - wtvw.bwesd.com 619.299.5550 Header Capacities (2013 CBC) htrib wtrib Gravity loads Dlwall DL floor LL lateral loads Risk Category II 11ft 1ft 3.00 ft 16 psf 25.5 psf 40 psf 93 plf 120.0 plf V 110 mph Exposure C Kzt 1 Aeff, wind 40.33333 ft2 Pnet30 27.2 psf A. 1.49 Pnet 40.5 psf Wwind 40.5 plf Vertical Deflection lateral Deflection OK OK OK Location 05 ,HDR2 Vertical load Capacity Stud (2} 10005200-68 Mom~ot Shear lateral load Capacity Track (2} 600T150-43 129k~rn 6.69;k Moment Shear '18.72 k-in 2.754 k. Vertical Deflection Capacity L/360 ' 0.37 in L/240' Lateral Deflection Capacity 0.55 in 27.33 in4 L/240 o.55 in 3.78 in4 84 Vertical load Capacity Stud (2} 10005200-68 Moment Shear Lateral load Capacity Track {2) 600T150-43 Moment Shear 129 k-in 6.69 k 18.72 k-in 2.754 k Vertical Deflection Capacity 27.33 in4 lateral Deflection Capacity 3.78 in4 85 L htrib Wtrib Gravity Loads Dlwall DL floor LL Lateral Loads Risk Category II v Exposure C Kzt Aeff, wind Pnet30 A. Pnet Wwind 3'ft. 1ft 9.00 ft 19 psf 25.5 psf 100 psf 249 plf 900.0 plf 110 mph 1 3 ft2 27.2 psf 1.49 40.5 psf 40.5 plf Vertical Deflection Lateral Deflection OK OK OK OK OK OK OK Location F2 HDR3 Vertical Load Capacity Stud {2} 10005200-54 IVIomeht Shear''' Lateral Load Capacity Track (2) 600T150-43 Moment Shear ,,;:' .. ~3.24 J<-in• ~U22 k il8,72,k-ip 2.754 k Vertical Deflection Capacity t{360 / 0~10 in L{240.·· o.l5 in 21.538 in4 Lateral Deflection Capacity L{240 0.15 in 3.78 in4 86 Vertical load Capacity Stud {2} 10005200-54 Moment Shear Lateral load Capacity Track (2) 600T150-43 Moment Shear 93.24 k-in 3.322 k 18.72 k-in 2.754 k Vertical Deflection Capacity 21.538 in4 Lateral Deflection Capacity I 3.78 in4 87 L htrib wtrib Gravity Loads Dlwall DL floor LL Lateral Loads Risk Category II " 10 ft:; 1ft 2.50 ft 16 psf 25.5 psf 40 psf 80 plf 100.0 plf V 110 mph Exposure C K,t 1 Aeff, wind 33.33333 ft2 Pnet30 27.2 psf A. 1.49 Pnet 40.5 psf Wwind 40.5 plf Vertical Deflection Lateral Deflection OK OK OK OK OK OK OK Location C7 HDR4 Vertical Load Capacity Stud {2} 6005162-54 Mo01enf .. ' Shear Lateral Load Capacity Track {2) 600T150-43 Mome~t Shear 18.n'k-in Vertical Deflection Capacity L/360 0;33 in.:• L/z4o Lateral Deflection Capacity 0.50 in. 5.72 in4 L/240 0.50 Jn;:: 3.78 in4 88 Vertical Load Capacity Stud {2} 6005162-54 Moment Shear Lateral Load Capacity Track (2) 600T150-43 Moment Shear 51.8 k-in 3.894 k 18.72 k-in 2.754 k Vertical Deflection Capacity Lateral Deflection Capacity I 3.78 in4 89 L htrib wtrib Gravity loads Dlwall DL floor LL lateral loads Seismic Wseismic _,,:','sJt::: 1ft 3.75 ft 18 psf 25.5 psf 40 psf 114 plf 150.0 plf 5 psf 5.0 plf Vertical Deflection lateral Deflection OK OK OK OK OK OK OK Location F4 HDRS Vertical load Capacity Stud (2) 8005162-43 i"" Moment Sh~~r , lateral load Capacity Track (2} 600T150-43 ;:;36.66 kEin ,2.10;2 18.72 k:dn '2.;~4/k Vertical Deflection Capacity C/~Gd' o'.127 hr #240 lateral Deflection Capacity 0.40'1in 9 in4 _L/240 ... -----::0.40ln ... , 3.78 in4 810 L htrib Wtrib Wtrib Gravity Loads DLwall DL corridor LL Corridor LL Floor Lateral Loads Seismic Wseismic 3'ftc:; 1ft 5.50 ft 0.75 ft 16 psf 25.5 psf 100 psf 40 psf 175 plf 580.0 plf 5 psf 5.0 plf Vertical Deflection lateral Deflection ~~ ,, Location F3 HDRS Vertical load Capacity Stud (2} 8005162-43 'M;J!i~htf,,, .. :' ,36,,~6"k:.iD · . lateral load Capacity Track (2} 600T150-43 18:72vk-in 't:7s~ ~·:+' Vertical Deflection Capacity L/3so:;i, ·· ·· · "'n.1o""ir~'•.·.,. L/2 o ··,r•o:i;·.'rh .··· 4 + Lateral Deflection Capacity t/240 , 0.15':::1n'' ' ·+;'"' 3.78 in4 811 ~---- Vertical Load Capacity Stud {2} 8005162-43 Moment Shear Lateral Load Capacity Track (2) 600T150-43 Moment Shear 36.66 k-in 2.102 k 18.72 k-in 2.754 k Vertical Deflection Capacity Lateral Deflection Capacity I 3.78 in4 812 l htrib Wtrib Gravity Loads Dlwall DL floor LL Lateral Loads Seismic Wseismic 8ft: 1ft 11.00 ft 16 psf 25.5 psf 100 psf 297 plf 1100.0 plf 5 psf 5.0 plf Vertical Deflection Lateral Deflection OK OK OK OK OK OK Location Hl HDR6 Vertical Load Capacity Stud {2} 12005250-97 Moment' Shear Lateral Load Capacity Track {2) 600T150-43 Momentv -:::': Shei'Jr Vertical Deflection Capacity L/360, o:27' in' , 1)240 ' 'o:40'rn Lateral Deflection Capacity • 4 67.67 In La4o ,,, oAoin ,~,;' 3.78 in4 813 L Gravity Loads DLwall DL corridor LL Lateral Loads Risk Category II v Exposure C Kzt 8 ft1 1 ft 3.00 ft 16 psf 25.5 psf 100 psf 93 plf 300.0 plf 110 mph 1 Aeff, wind 21.33333 ft2 Pnet30 27.2 psf 71. 1.49 Pnet 40.5 psf Wwind 40.5 plf Vertical Deflection Lateral Deflection OK OK Location H1 HDR6 Vertical Load Capacity Stud (2) 12005250-97 .Mo.tnen.t. ~h~:r . ·!270:74 ·!14.822i Lateral Load Capacity Track {2} 600T150-43 Moment. Shear 18t72. .. Vertical Deflection Capacity ,,, '7 l/360 0,27 l/24CJ >0,40 67.67 Lateral Deflection Capacity L/240 )! 0 . .40 3.78 814 Vertical Load Capacity Stud (2} 12005250-97 Moment Shear Lateral Load Capacity Track (2) 600T150-43 Moment Shear 270.74 k-in 14.822 k 18.72 k-in 2.754 k Vertical Deflection Capacity I 67.67 in4 Lateral Deflection Capacity 3.78 in4 815 Project: Job#: vma 60 11132A.10 Date: 9/16/2.015 Engineer: ES Kzt 1 v 110 mph Exposure C Pnet30 23.6 psf A 1.49 Pnet 35.2. psf Wuib 2.00 ft ' 70.3 plf Wwind h 10ft lcrib 1ft Atrib 14.00 ft2 Roof DL 30 psf LL 20 psf Floor DL 2.5.5 psf LL 40 psf Stucco Ext Wall DL 16 psf Po 2771 lbs !\ 1960 lbs PT 4.73 k *Controls All Exterior Cases Stud Loading and Capacities (2013 CBC) location A-3.6 I i ! j I I I ! I ! ,::dt: Ve!i:ltal Load Capacity Stud 6005200-68 Max Axial 6.77 k 35 psf lateral load 1st Floor Ext Stud Location C-1 Krt 1 i v 110 mph Exposure C I Pnet30 23.6 psf I A 1.49 I Pnet 35.2 psf I Wtrib 2.00 ft Wwind 70.3 p!f h 10ft --- Ltrib 3ft Atrib 6.00 ft2 Roof DL 30 psf LL 20 psf Corridor Dl 37 psf Ll 100 psf Stucco Ext WaH Dl 19 psf Po 2366 lbs 1\ 1920 lbs Pr 4.29 k Vertical Load Capacity Stud 6005162-68 Max Axial 5.01 k 35 psf lateral load f 1 1st Floor lnt: Stud Seismic 5 psf Wseismic 10.0 plf h 10ft ltrib 15ft wtrib 2..00 ft Atrib 30.00 ft2 Roof Dl 30 psf LL 2.0 psf floor Dl 25.5 psf ll 40 psf Party Wall DL 18 psf P0 4635 lbs F\ 42.00 lbs Pr 8.84 k *Controls All Interior Cases Location B-3.6 i i I ! I I I I I I Vertical Load Capacity Stud 500S200-58 Max Axial 9.35 k 5 psflateralload 1st Floor Corridor lnt Stud Location C-2 Seismic 5 psf Wseismic 10.0 plf i i I I h 10ft I I Ltrib 7ft l I Wtrib 2.00 ft I l Atrib 14.00 ft2 Roof DL 30 psf LL 20 psf --~--~" ;:~ Corridor DL 37 psf LL 100 psf Corridor Wall Dl 19 psf P0 3494 lbs PL 4480 lbs Pr 7.97 k Vertical load Capcu:::ity Stud 6005200-68 Max Axial 9.35 k 5 psf lateral load 2nd Floor Ext Stud location A-3.6 Kzt 1 v 110 mph Exposure C Pnet30 23.6 psf A 1.49 Pnet 35.2 psf Wtrib 2.00 ft Wwlnd 70.3 plf h 10ft 4rib 7ft Atrib 14.00 ft2 Roof DL 30 psf Ll 20 psf Floor DL 25.5 psf ll 40 psf Stucco Ext Wall DL 16 psf Po 2.094 lbs Pt 1400 lbs Pr 3.49 k Verticall..oad Capacity Stud 6005200-54 Max Axial 4.19 k 35 psf Lateral Load 2nd Floor lnt Stud Seismic Wselsmlc h 4rib Wtrib Atrib Roof Dl LL Floor Dl ll Party Wall DL 5 psf 10.0 plf 10ft 15ft 2..00 ft 30.00 ft2 30 psf 2.0 psf 25.5 psf 40 psf 18 psf 3510 lbs 3000 lbs 6.51 k Location Vertical load Capacity Stud 5005200-54 Max Axial 6.89 k 5 psf lateral Load 3rd Floor Ext Stud Location A-3.6 Kzt 1 \} 110 mph Exposure C Pnet30 2.3.6 psf i\ 1.49 Pnet 35.2 psf wtrib 2.00 ft Wwlnd 70.3 plf h 10ft 4rib 7ft Atrib 14.00 ft2 Roof DL 30 psf LL 20 psf Floor DL 2.5.5 psf LL 40 psf Stucco Ext Wall DL 16 psf Po 1417 lbs Pt 840 lbs Pr 2.26 k Vertical load Capacity Stud 6005162-54 Max Axial 3.15 k 35 psf lateral Load 3rd Floor lnt Stud Seismic Wselsmic h ltrib Wtrib At rib Roof Dl ll Floor Dl ll Party Wall Dl 5 psf 10.0 plf 10ft 15ft 2.00 ft 30.00 ft2 30 psf 20 psf 25.5 psf 40 psf 18 psf 2385 lbs 1800 lbs 4.19 k location B-3.6 Vertical load Capacity Stud 6005162-54 Max Axial 5.33 k 5 psf lateral load 4th Floor Ext Stud Location A-3.6 Kn 1 v 110 mph Exposure C Pnet30 2.3.6 psf A. 1.49 Pnet 35.2 psf Wtrib 2.00 ft Wwlnd 70.3 pif L 10ft ltrih 7ft Atrib 14.00 ft2 Roof DL 30 psf LL 20 psf Stucco Ext Wall DL 16 psf Po 740 lbs f\ 280.0 lbs Pr 1.02 k ___ j Vertical load Capacity Stud 6005200-43 Max Axial 1.26 k 35 psf lateral Load 4th Floor lnt: Stud Seismic Wseismic h ltrlb Wtrib Atrlb Roof Dl lL Party Wall DL 5 psf 10.0 plf 10ft 15ft 2.00 ft 30.00 ft2 30 psf 20 psf 18 psf 12.60 lbs 600 lbs 1.86 k Location B-3.6 Vertical load Capacity Stud 6005162-33 Max Axial 2.1 k 5 psf Lateral load All Interior Non-Bearing Walls Vertical load Capacity Stud 6005162-33 Max Axial 2..1 k 5 psf Lateral load K.t->i'i R.AMJ:< LcimeAnaJ..y sis. hr:r>l",. 1 DataBase: Villa 60~two story cross brace 09/11/2015 14:00:13 D1 / <:~.~) <::t~~~:> :::.) :.,_. <.;;_~> <~~) ~~':::~) (~:~:::~ 02 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 Fv 1.527 X 0.75 Ss 1.252 hn 40 51 0.473 Ta 0.318 s SMS 1.252 k 1 SM1 0.722 Sos 0.796 Cs, max 0.240 Sol 0.459 Cs 0.133 I 1 Cs, min 0.035 R 6 Floor Level Area (ftL) WMisc DLFioor(k) W(k) hx (ft) W*hx Cvx Fx (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 Frame Model Data E1 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace 09/08115 14:53:34 STORYDATA: 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 2nd Floor2-3-4 10.00 FRAME MEMBERS Frame#l: Level: 4th Steel Column: # X y 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 HSS9X5X518 0.000 45.000 20.000 3.00 0.00 FFF 5 8.000 45.000 30.000 0.00 0.00 PPF 46 HSS9X5X518 8.000 45.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 5 0.000 45.000 30.000 0.00 FFF 46 HSS6X5X318 8.000 45.000 30.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 37 4th 0.000 45.000 30.000 FFF 46 HSS3X3X114 N N 3rd 4.000 45.000 20.000 FFF 38 4th 8.000 45.000 30.000 FFF 46 HSS3X3X114 N N 3rd 4.000 45.000 20.000 FFF Level: 3rd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 3 0.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 0.000 45.000 10.000 3.00 0.00 FFF 5 8.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 8.000 45.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 5 0.000 45.000 20.000 4.50 FFF 46 HSS6X5X318 8.000 45.000 20.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 37 3rd 4.000 45.000 20.000 FFF 46 HSS3X3X114 N N r11 Frame Model Data E2 UM RAM Frame 14.07.01.01 Page 2/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # Level X y z Fix Fy Section BRB T-0 2nd 0.000 45.000 10.000 FFF 38 3rd 4.000 45.000 20.000 FFF 46 HSS3X3Xl/4 N N 2nd 8.000 45.000 10.000 FFF Level: 2nd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 3 0.000 45.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 0.000 45.000 0.000 0.00 0.00 PPF 5 8.000 45.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 8.000 45.000 0.000 0.00 0.00 PPF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 5 0.000 45.000 10.000 4.50 FFF 46 HSS6X5X318 8.000 45.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 37 2nd 0.000 45.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 4.000 45.000 0.000 FFF 38 2nd 8.000 45.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 4.000 45.000 0.000 FFF Frame#2: Level: Roof Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 3 14.000 16.000 40.000 0.00 0.00 PPF '46 HSS9X5X518 14.000 16.000 30.000 3.00 0.00 FFF 4 14.000 24.000 40.000 0.00 0.00 PPF 46 HSS9X5X518 14.000 24.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 4 14.000 16.000 40.000 0.00 FFF 46 HSS6X5X3/8 14.000 24.000 40.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi r-- 15 Roof 14.000 16.000 40.000 FFF 46 HSS3X3X114 N N 4th 14.000 20.000 30.000 FFF 16 Roof 14.000 24.000 40.000 FFF 46 HSS3X3Xl/4 N N 4th 14.000 20.000 30.000 FFF Level: 4th r11 Frame Model Data E3 UM RAM Frame 14.07.01.01 Page 3/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 9 14.000 16.000 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 I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 12 14.000 16.000 30.000 4.50 FFF 46 HSS6X5X3/8 14.000 24.000 30.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 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 y z RigEnd Fixity Fy Section T-0 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 y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 19 3rd 14.000 16.000 20.000 FFF 46 HSS3X3X5116 N N 2nd 14.000 20.000 10.000 FFF 20 3rd 14.000 24.000 20.000 FFF 46 HSS3X3X5/16 N N 2nd 14.000 20.000 10.000 FFF Level: 2nd Steel Column: # X y 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 HSS9X5X5/8 14.000 16.000 0.000 0.00 0.00 PPF 10 14.000 24.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 14.000 24.000 0.000 0.00 0.00 PPF r11 Frame Model Data E4 UM RAM Frame 14.07.01.01 Page 4/18 I DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 Steel Beam I Horiz Brace: # X y z Rig End Fixity Fy Section T-0 ft ft ft in xyt ksi 12 14.000 16.000 10.000 4.50 FFF 46 HSS6X5Xl/2 14.000 24.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 19 2nd 14.000 20.000 10.000 FFF 46 HSS4X4X5116 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 HSS9X5X518 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 y z Rig End Fixity Fy Section T-0 ft ft ft in xyt ksi 12 29.000 20.000 40.000 0.00 FFF 46 HSS6X5X318 35.000 20.000 40.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 25 Roof 29.000 20.000 40.000 FFF 46 HSS3X3Xl/4 N N 4th 32.000 20.000 30.000 FFF 26 Roof 35.000 20.000 40.000 FFF 46 HSS3X3X114 N N 4th 32.000 20.000 30.000 FFF Level: 4th Steel Column: # X y z RigMaj Rig Min 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 I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 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: ri~ Frame Model Data E5 RAM RAM Frame 14.07.01.01 Page 5/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 33 4th 32.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 29.000 20.000 20.000 FFF 34 4th 32.000 20.000 30.000 FFF 46 HSS3X3X1/4 N N 3rd 35.000 20.000 20.000 FFF Level: 3rd Steel Column: # 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 HSS9X5X5/8 35.000 20.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 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 y z Fix Fy Section BRB T-0 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 20.000 FFF 46 HSS3X3X1/4 N N 2nd 32.000 20.000 10.000 FFF Level: 2nd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 16 29.000 20.000 10.000 0.00 0.00 PPF 46 HSS9X5X5/8 29.000 20.000 0.000 0.00 0.00 PPF 20 35.000 20.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 35.000 20.000 0.000 0.00 0.00 PPF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 21 29.000 20.000 10.000 0.00 FFF 46 HSS6X5X3/8 35.000 20.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 33 2nd 32.000 20.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 29.000 20.000 0.000 FFF 34 2nd 32.000 20.000 10.000 FFF 46 HSS3X3X1/4 N N Base 35.000 20.000 0.000 FFF _j Frame#4: ,,, Frame Model Data E6 RAM RAM Frame 14.07.01.01 Page 6/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 Level: Roof Steel Column: # X y 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 HSS9X5X518 67.000 45.000 30.000 3.00 0.00 FFF 23 75.000 45.000 40.000 0.00 0.00 PPF 46 HSS9X5X518 75.000 45.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 24 67.000 45.000 40.000 0.00 FFF 46 HSS6X5X318 75.000 45.000 40.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 23 Roof 67.000 45.000 40.000 FFF 36 HSS3X3Xl/4 N N r- 4th 71.000 45.000 30.000 FFF 24 Roof 75.000 45.000 40.000 FFF 36 HSS3X3Xl/4 N N 4th 71.000 45.000 30.000 FFF Level: 4th Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 30 67.000 45.000 30.000 3.00 0.00 FFF 46 HSS9X5X518 67.000 45.000 20.000 3.00 0.00 FFF 34 75.000 45.000 30.000 3.00 0.00 FFF 46 HSS9X5X518 75.000 45.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 37 67.000 45.000 30.000 4.50 FFF 46 HSS6X5X318 75.000 45.000 30.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 29 4th 71.000 45.000 30.000 FFF 36 HSS3X3Xl/4 N N 3rd 67.000 45.000 20.000 FFF 30 4th 71.000 45.000 30.000 FFF 36 HSS3X3Xl/4 N N 3rd 75.000 45.000 20.000 FFF Level: 3rd Steel Column: # X y z RigMaj Rig Min Fixity Fy Section · ft ft ft in in xyt lksi 30 67.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 67.000 45.000 10.000 4.50 0.00 FFF r~~ Frame Model Data E7 ~ UM RAM Frame 14.07.01.01 Page 7118 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # X y z RigMaj Rig Min 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 I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 37 67.000 45.000 20.000 4.50 FFF 46 HSS6X5X318 75.000 45.000 20.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 27 3rd 67.000 45.000 20.000 FFF 36 HSS3X3X114 N N 2nd 71.000 45.000 10.000 FFF 28 3rd 75.000 45.000 20.000 FFF 36 HSS3X3Xl/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 I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 37 67.000 45.000 10.000 4.50 FFF 46 HSS9X5X3/8 75.000 45.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 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#S: Level: Roof Steel Column: # X y 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: ''1 Frame Model Data EB RAM RAM Frame 14.07.01.01 Page 8/18 ' DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 19 57.000 16.000 40.000 0.00 FFF 46 HSS6X5X318 57.000 24.000 40.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 17 Roof 57.000 16.000 40.000 FFF 46 HSS3X3Xl/4 N N 4th 57.000 20.000 30.000 FFF 18 Roof 57.000 24.000 40.000 FFF 46 HSS3X3Xl/4 N N 4th 57.000 20.000 30.000 FFF Level: 4th Steel Column: # X y 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 HSS9X5X518 57.000 16.000 20.000 3.00 0.00 FFF 24 57.000 24.000 30.000 3.00 0.00 FFF 46 HSS9X5X518 57.000 24.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 29 57.000 16.000 30.000 4.50 FFF 46 HSS6X5X318 57.000 24.000 30.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 21 4th 57.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 57.000 16.000 20.000 FFF 22 4th 57.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 57.000 24.000 20.000 FFF Level: 3rd Steel Column: # X y z RigMaj Rig Min Fixity Fy Section ft ft ft in in xyt liSi 23 57.000 16.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 57.000 16.000 10.000 3.00 0.00 FFF 24 57.000 24.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 57.000 24.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 29 57.000 16.000 20.000 4.50 FFF 46 HSS6X5X318 57.000 24.000 20.000 4.50 FFF Steel Brace: r11 Frame Model Data E9 UM RAM Frame 14.07.01.01 Page 9/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 21 3rd 57.000 16.000 20.000 FFF 46 HSS3X3X5/16 N N 2nd 57.000 20.000 10.000 FFF 22 3rd 57.000 24.000 20.000 FFF 46 HSS3X3X5116 N N 2nd 57.000 20.000 10.000 FFF Level: 2nd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 23 57.000 16.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 57.000 16.000 0.000 0.00 0.00 PPF 24 57.000 24.000 10.000 3.00 0.00 FFF 46 HSS9X5X518 57.000 24.000 0.000 0.00 0.00 PPF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 29 57.000 16.000 10.000 4.50 FFF 46 HSS6X5X318 57.000 24.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 21 2nd 57.000 20.000 10.000 FFF 46 HSS3X3X5116 N N Base 57.000 16.000 0.000 FFF 22 2nd 57.000 20.000 10.000 FFF 46 HSS3X3X5/16 N N Base 57.000 24.000 0.000 FFF Frame#6: Level: Roof Steel Column: # X y z RigMaj Rig Min Fixity Fy Section ft ft ft in in xyt ksi 27 85.000 16.000 40.000 0.00 0.00 PPF 46 HSS9X5X518 85.000 16.000 30.000 3.00 0.00 FFF 28 85.000 24.000 40.000 0.00 0.00 PPF 46 HSS9X5X518 85.000 24.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 33 85.000 16.000 40.000 0.00 FFF 46 HSS6X5X318 85.000 24.000 40.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 19 Roof 85.000 16.000 40.000 FFF 46 HSS3X3X114 N N 4th 85.000 20.000 30.000 FFF 20 Roof 85.000 24.000 40.000 FFF 46 HSS3X3Xl/4 N N 4th 85.000 20.000 30.000 FFF r11 Frame Model Data E10 RAM RAM Frame 14.07.01.01 Page 10/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 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 30.000 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-0 ft ft ft in xyt ksi 47 85.000 16.000 30.000 4.50 FFF 46 HSS6X5X318 85.000 24.000 30.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 23 4th 85.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 85.000 16.000 20.000 FFF 24 4th 85.000 20.000 30.000 FFF 46 HSS3X3Xl/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 HSS9X5X518 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 I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 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-0 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 y 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 r11 Frame Model Data E11 UM RAM Frame 14.07.01.01 Page 11/18 DataBase: Villa 60-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 I 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 y z Fix Fy Section BRB T-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 y 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 HSS9X5X518 113.000 20.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-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 y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 27 Roof 107.000 20.000 40.000 FFF 46 HSS3X3X114 N N 4th 110.000 20.000 30.000 FFF 28 Roof 113.000 20.000 40.000 FFF 46 HSS3X3X114 N N 4th 110.000 20.000 30.000 FFF Level: 4th Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 44 107.000 20.000 30.000 3.00 0.00 FFF 46 HSS9X5X518 107.000 20.000 20.000 3.00 0.00 FFF 47 113.000 20.000 30.000 3.00 0.00 FFF 46 HSS9X5X5/8 113.000 20.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: rl1 Frame Model Data E12 RAM RAM Frame 14.07.01.01 Page 12/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 54 107.000 20.000 30.000 4.50 FFF 46 HSS6X5X318 113.000 20.000 30.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 35 4th 110.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 107.000 20.000 20.000 FFF 36 4th 110.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 113.000 20.000 20.000 FFF Level: 3rd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 44 107.000 20.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 107.000 20.000 10.000 3.00 0.00 FFF 47 113.000 20.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 113.000 20.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy SE~ction T-0 ft ft ft in xyt ksi 54 107.000 20.000 20.000 4.50 FFF 46 HSS6X5X318 113.000 20.000 20.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 35 3rd 107.000 20.000 20.000 FFF 46 HSS3X3Xl/4 N N 2nd 110.000 20.000 10.000 FFF 36 3rd 113.000 20.000 20.000 FFF 46 HSS3X3Xl/4 N N 2nd 110.000 20.000 10.000 FFF Level: 2nd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt lksi 44 107.000 20.000 10.000 3.00 0.00 FFF 46 HSS9X5X518 107.000 20.000 0.000 0.00 0.00 PPF 47 113.000 20.000 10.000 3.00 0.00 FFF 46 HSS9X5X518 113.000 20.000 0.000 0.00 0.00 PPF Steel Beam I Horiz Brace: # X y z Rig End Fixity Fy Section T-0 ft ft ft in xyt ksi 54 107.000 20.000 10.000 4.50 FFF 46 HSS6X5X318 113.000 20.000 10.000 4.50 FFF Steel Brace: r11 Frame Model Data E13 RAM RAM Frame 14.07.01.01 Page 13/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 35 2nd 110.000 20.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 107.000 20.000 0.000 FFF 36 2nd 110.000 20.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 113.000 20.000 0.000 FFF Frame#8: Level: Roof Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 39 128.000 16.000 40.000 0.00 0.00 PPF 46 HSS9X5X518 128.000 16.000 30.000 3.00 0.00 FFF 40 128.000 24.000 40.000 0.00 0.00 PPF 46 HSS9X5X518 128.000 24.000 30.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 47 128.000 16.000 40.000 0.00 FFF 46 HSS6X5X318 128.000 24.000 40.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 21 Roof 128.000 16.000 40.000 FFF 46 HSS3X3X114 N N 4th 128.000 20.000 30.000 FFF 22 Roof 128.000 24.000 40.000 FFF 46 HSS3X3Xl/4 N N 4th 128.000 20.000 30.000 FFF Level: 4th Steel Column: # X y z RigMaj Rig Min Fixity Fy Section ft ft ft in in xyt ksi 53 128.000 16.000 30.000 3.00 0.00 FFF 46 HSS9X5X518 128.000 16.000 20.000 3.00 0.00 FFF 54 128.000 24.000 30.000 3.00 0.00 FFF 46 HSS9X5X518 128.000 24.000 20.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 65 128.000 16.000 30.000 4.50 FFF 46 HSS6X5X318 128.000 24.000 30.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 25 4th 128.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 128.000 16.000 20.000 FFF 26 4th 128.000 20.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 128.000 24.000 20.000 FFF ,,, Frame Model Data E14 RAM RAM Frame 14.07.01.01 Page 14/18 ' DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 Level: 3rd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 53 128.000 16.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 128.000 16.000 10.000 3.00 . 0.00 FFF 54 128.000 24.000 20.000 3.00 0.00 FFF 46 HSS9X5X5/8 128.000 24.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 65 128.000 16.000 20.000 4.50 FFF 46 HSS6X5X3/8 128.000 24.000 20.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 25 3rd 128.000 16.000 20.000 FFF 46 HSS3X3X5/16 N N 2nd 128.000 20.000 10.000 FFF 26 3rd 128.000 24.000 20.000 FFF 46 HSS3X3X5/16 N N 2nd 128.000 20.000 10.000 FFF Level: 2nd Steel Column: # X y z RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 53 128.000 16.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 128.000 16.000 0.000 0.00 0.00 PPF 54 128.000 24.000 10.000 3.00 0.00 FFF 46 HSS9X5X5/8 128.000 24.000 0.000 0.00 0.00 PPF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 65 128.000 16.000 10.000 4.50 FFF 46 HSS6X5Xli2 128.000 24.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 25 2nd 128.000 20.000 10.000 FFF 46 HSS4X4X5116 N N Base 128.000 16.000 0.000 FFF 26 2nd 128.000 20.000 10.000 FFF 46 HSS4X4X5116 N N Base 128.000 24.000 0.000 FFF Frame#9: Level: 4th Steel Column: # X y z RigMaj Rig Min Fixity Fy Section ft ft ft in in xyt I<Si 59 134.000 45.000 30.000 0.00 0.00 PPF 46 HSS9X5X5/8 rll Frame Model Data E15 RAM RAM Frame 14.07.01.01 Page 15/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # X y z RigMaj Rig Min 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 I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 71 134.000 45.000 30.000 0.00 FFF 46 HSS6X5X318 142.000 45.000 30.000 0.00 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 39 4th 134.000 45.000 30.000 FFF 46 HSS3X3Xl/4 N N 3rd 138.000 45.000 20.000 FFF 40 4th 142.000 45.000 30.000 FFF 46 HSS3X3X114 N N 3rd 138.000 45.000 20.000 FFF Level: 3rd Steel Column: # X y z RigMaj Rig Min Fixity Fy Section ft ft ft in in xyt ksi 59 134.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 134.000 45.000 10.000 3.00 0.00 FFF 62 142.000 45.000 20.000 3.00 0.00 FFF 46 HSS9X5X518 142.000 45.000 10.000 3.00 0.00 FFF Steel Beam I Horiz Brace: # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 71 134.000 45.000 20.000 4.50 FFF 46 HSS6X5X318 142.000 45.000 20.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 39 3rd 138.000 45.000 20.000 FFF 46 HSS3X3Xl/4 N N 2nd 134.000 45.000 10.000 FFF 40 3rd 138.000 45.000 20.000 FFF 46 HSS3X3Xl/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 HSS9X5X518 134.000 45.000 0.000 0.00 0.00 PPF 62 142.000 45.000 10.000 3.00 0.00 FFF 46 HSS9X5X518 142.000 45.000 0.000 0.00 0.00 PPF Steel Beam I Horiz Brace: ,,, Frame Model Data E16 RAM RAM Frame 14.07.01.01 Page 16/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # X y z RigEnd Fixity Fy Section T-0 ft ft ft in xyt ksi 71 134.000 45.000 10.000 4.50 FFF 46 HSS6X5X3/8 142.000 45.000 10.000 4.50 FFF Steel Brace: # Level X y z Fix Fy Section BRB T-0 ft ft ft xyt ksi 39 2nd 134.000 45.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 138.000 45.000 0.000 FFF 40 2nd 142.000 45.000 10.000 FFF 46 HSS3X3Xl/4 N N Base 138.000 45.000 0.000 FFF NODES: # X y z Fdtn Diaphr ft ft ft (Diaph.#-Story Name) 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 1-4th 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 ri~ Frame Model Data E17 UM RAM Frame 14.07.01.01 Page 17/18 DataBase: Villa 60-two story cross brace 09/08115 14:53:34 # X y z Fdtn Diaphr 39 142.000 45.000 30.000 N 1-4th 40 0.000 45.000 20.000 N 1 -3rd 41 4.000 45.000 20.000 N None 42 8.000 45.000 20.000 N 1-3rd 43 14.000 16.000 20.000 N 1-3rd 44 14.000 24.000 20.000 N 1 -3rd 45 29.000 20.000 20.000 N 1-3rd 46 35.000 20.000 20.000 N 1-3rd 47 57.000 16.000 20.000 N 1-3rd 48 57.000 24.000 20.000 N 1-3rd 49 67.000 45.000 20.000 N 1-3rd 50 75.000 45.000 20.000 N 1-3rd 51 85.000 16.000 20.000 N 1 -3rd 52 85.000 24.000 20.000 N 1-3rd 53 107.000 20.000 20.000 N 1-3rd 54 113.000 20.000 20.000 N 1-3rd 55 128.000 16.000 20.000 N 1 -3rd 56 128.000 24.000 20.000 N 1 -3rd 57 134.000 45.000 20.000 N 1-3rd 58 138.000 45.000 20.000 N None 59 142.000 45.000 20.000 N 1 -3rd 60 0.000 45.000 10.000 N 1-2nd 61 8.000 45.000 10.000 N 1-2nd 62 14.000 16.000 10.000 N 1-2nd 63 14.000 20.000 10.000 N None 64 14.000 24.000 10.000 N 1-2nd 65 29.000 20.000 10.000 N 1-2nd 66 32.000 20.000 10.000 N None 67 35.000 20.000 10.000 N 1-2nd 68 57.000 16.000 10.000 N 1-2nd 69 57.000 20.000 10.000 N None 70 57.000 24.000 10.000 N 1-2nd 71 67.000 45.000 10.000 N 1 -2nd 72 71.000 45.000 10.000 N None 73 75.000 45.000 10.000 N 1-2nd 74 85.000 16.000 10.000 N 1-2nd 75 85.000 20.000 10.000 N None 76 85.000 24.000 10.000 N 1 -2nd 77 107.000 20.000 10.000 N 1-2nd 78 110.000 20.000 10.000 N None 79 113.000 20.000 10.000 N 1-2nd 80 128.000 16.000 10.000 N 1-2nd 81 128.000 20.000 10.000 N None 82 128.000 24.000 10.000 N 1-2nd 83 134.000 45.000 10.000 N 1-2nd 84 142.000 45.000 10.000 N 1-2nd 85 0.000 45.000 0.000 y 86 4.000 45.000 0.000 y 87 8.000 45.000 0.000 y 88 14.000 16.000 0.000 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 ,,, Frame Model Data E18 RAM RAM Frame 14.07.01.01 Page 18/18 DataBase: Villa 60-two story cross brace 09/08/15 14:53:34 # X y 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 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 104 142.000 45.000 0.000 y ,,1 Criteria, Mass and Exposure Data RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace CRITERIA: Rigid End Zones: Member Force Output: P-Delta: Yes Ground Level: Base Mesh Criteria : Ignore Effects At Face of Joint Scale Factor: 1.00 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 Stiffuess Not Included in Analysis. Use Reduced Stiffuess for Steel Members (AISC 360): -rb = 1.00 Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-W all Locations Eigenvalue Analysis : Eigen Vectors DIAPHRAGM DATA: Story Roof 4th 3rd 2nd Diaph # 1 Disconnect Internal Nodes of Beams: Disconnect Nodes outside Slab Boundary: STORY MASS DATA: Includes Self Mass of: Self masses not automatically included. Calculated Values: Story Diaph# Roof 4th 3rd 2nd Story Diaph# Roof 1 4th 3rd 1 2nd 1 WIND EXPOSURE DATA: Calculated Values: Diaph Type Rigid Rigid Rigid Rigid Weight kips 245.74 388.91 388.91 388.91 Yes Yes Mass k-s2/ft 7.63 12.08 12.08 12.08 Combine None None None None MMI ft-k-s2 10382 22837 22837 22837 Story Diaph# Building Extents (ft) MinX Max X MinY Roof 1 12.00 130.00 -2.00 4th 0.00 142.00 -0.00 3rd 1 0.00 142.00 -0.00 2nd 0.00 142.00 -0.00 STORY GRAVITY LOADS DATA: Includes Weight of: Weight not automatically included. Xm ft 71.00 71.00 71.00 71.00 MaxY 47.00 64.00 64.00 64.00 F1 09/08115 14:53:34 Ym EccX EccY ft ft ft 22.50 5.90 2.45 27.39 7.10 3.20 27.39 7.10 3.20 27.39 7.10 3.20 Expose Parapet ft Full 0.00 Full 0.00 Full 0.00 Full 0.00 ,,, Criteria, Mass and Exposure Data RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Live Load Reduction (Calculated) Reducible: 60.00% Storage: Roof: Calculated Values: Story Roof 4th 3rd 2nd Story Roof 4th 3rd 2nd 0.00% 40.00% Diaph # Diaph# 1 Dead kips 173.46 209.69 209.69 209.69 Roof kips 69.38 0.00 0.00 0.00 Xc Yc ft ft 71.00 22.50 71.00 28.90 71.00 28.90 71.00 28.90 Xc Yc ft ft 71.00 22.50 0.00 0.00 0.00 0.00 0.00 0.00 Live kips 72.28 437.27 437.27 437.27 Combine None None None None F2 Page 2/2 ' 09/08115 14:53:34 Xc Yc ft ft 71.00 22.50 71.00 37.52 71.00 37.52 71.00 37.52 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace LOAD CASE: Wind Wind ASCE 7-10 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 Y -Direction: Natural Frequency= 1.205 CpWindward = 0.80 qLeeward (qh) = 27.48 psf GCpn (Parapet): Windward = 1.50 Structure is Rigid Structure is Rigid Leeward= -1.00 Height Kz Kzt qz Gust Factor G ft 40.00 1.044 1.000 30.00 0.982 1.000 20.00 0.902 1.000 10.00 0.849 1.000 0.00 0.849 1.000 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_1_X Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_1_X Level Ht ft Roof 40.00 4th 30.00 3~ 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_1_Y Level Diaph.# Roof psf 27.477 25.862 23.746 22.351 22.351 X y X 0.877 0.860 -0.280 0.872 0.855 -0.289 0.872 0.855 -0.289 0.872 0.855 -0.289 0.872 0.855 -0.289 Ht Fx Fy ft kips kips 40.00 7.03 0.00 30.00 13.79 0.00 20.00 15.10 0.00 10.00 14.52 0.00 Fx Fy kips kips 7.03 0.00 13.79 0.00 15.10. 0.00 14.52 0.00 50.43 0.00 Ht Fx Fy ft kips kips 40.00 0.00 17.86 G1 09/11115 14:05:57 CpLeeward Pressure (psf) y X y -0.500 26.007 30.704 -0.500 24.981 29.426 -0.500 23.504 27.979 -0.500 22.530 27.025 -0.500 22.530 27.025 X y ft ft 71.00 20.03 71.00 28.33 71.00 32.00 71.00 32.00 X y ft ft 71.00 22.50 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_1_Y Level Roof 4th 3rd 2nd Ht ft 40.00 30.00 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_2_X+E Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_2_X+E Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_2_X-E Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_2_X-E Level Ht ft Roof 40.00 4th 30.00 30.00 20.00 10.00 Fx kips 0.00 0.00 0.00 0.00 0.00 Ht ft 40.00 30.00 20.00 10.00 Fx kips 5.27 10.34 11.32 10.89 37.82 Ht ft 40.00 30.00 20.00 10.00 Fx kips 5.27 10.34 0.00 0.00 0.00 Fy kips 17.86 38.16 39.85 38.60 134.47 Fx kips 5.27 10.34 11.32 10.89 Fy kips 0.00 0.00 0.00 0.00 0.00 Fx kips 5.27 10.34 11.32 10.89 Fy kips 0.00 0.00 38.16 39.85 38.60 Fy kips 0.00 0.00 0.00 0.00 Fy kips 0.00 0.00 0.00 0.00 71.00 71.00 71.00 X ft 71.00 71.00 71.00 71.00 X ft 71.00 71.00 71.00 71.00 G2 Page 2/13 ' 09/11/15 14:05:57 32.00 32.00 32.00 y ft 27.38 37.93 41.60 41.60 y ft 12.68 18.73 22.40 22.40 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace 3rd 2nd 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_2_Y+E Level Diaph.# Roof 4th 3rd 1 2nd 1 APPLIED STORY FORCES Type: Wind_ASCE710_2_Y+E Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_2_Y-E Level Diaph.# Roof 4th 1 3rd 1 2nd 1 APPLIED STORY FORCES Type: Wind_ASCE710_2_Y-E Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_3_X+Y Level Diaph.# 11.32 10.89 0.00 0.00 37.82 0.00 Ht ft 40.00 30.00 20.00 10.00 Fx kips 0.00 0.00 0.00 0.00 0.00 Ht ft 40.00 30.00 20.00 10.00 Fx kips 0.00 0.00 0.00 0.00 0.00 Ht ft Fx kips 0.00 0.00 0.00 0.00 Fy kips 13.40 28.62 29.88 28.95 100.86 Fx kips 0.00 0.00 0.00 0.00 Fy kips 13.40 28.62 29.88 28.95 100.86 Fx kips Fy kips 13.40 28.62 29.88 28.95 Fy kips 13.40 28.62 29.88 28.95 Fy kips X ft 88.70 92.30 92.30 92.30 X ft 53.30 49.70 49.70 49.70 X ft G3 Page 3/13 09/11115 14:05:57 y ft 22.50 32.00 32.00 32.00 y ft 22.50 32.00 32.00 32.00 y ft Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_3_X+Y Level Roof 4th 3rd 2nd Ht ft 40.00 30.00 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_3_X-Y Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_3_X-Y Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_4_X+Y_CW Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_ 4_X+Y_CW Level Ht ft Roof 40.00 40.00 5.27 30.00 10.34 20.00 11.32 10.00 10.89 Fx Fy kips kips 5.27 13.40 10.34 28.62 11.32 29.88 10.89 28.95 37.82 100.86 Ht Fx ft kips 40.00 5.27 30.00 10.34 20.00 11.32 10.00 10.89 Fx Fy kips kips 5.27 -13.40 10.34 -28.62 11.32 -29.88 10.89 -28.95 37.82 -100.86 Ht Fx ft kips 40.00 3.95 30.00 7.76 20.00 8.49 10.00 8.17 Fx Fy kips kips 3.95 10.05 G4 Page 4/13 09/11115 14:05:57 13.40 71.00 20.03 28.62 71.00 28.33 29.88 71.00 32.00 28.95 71.00 32.00 Fy X y kips ft ft -13.40 71.00 20.03 -28.62 71.00 28.33 ,-- ' -29.88 71.00 32.00 -28.95 71.00 32.00 Fy X y kips ft ft 10.05 53.30 27.38 21.47 49.70 37.93 22.41 49.70 41.60 21.71 49.70 41.60 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace 4th 3rd 2nd 30.00 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_ 4_X+Y_CCW Level Diaph.# Roof 1 4th 1 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_ 4_X+Y_CCW Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_4_X-Y_CW Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_4_X-Y_CW Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE710_ 4_X-Y_CCW Level Diaph.# 7.76 8.49 8.17 21.47 22.41 21.71 28.37 75.64 Ht Fx ft kips 40.00 3.95 30.00 7.76 20.00 8.49 10.00 8.17 Fx Fy kips kips 3.95 10.05 7.76 21.47 8.49 22.41 8.17 21.71 28.37 75.64 Ht Fx ft kips 40.00 3.95 30.00 7.76 20.00 8.49 10.00 8.17 Fx Fy kips kips 3.95 -10.05 7.76 -21.47 8.49 -22.41 8.17 -21.71 28.37 -75.64 Ht Fx Fy X kips ft 10.05 88.70 21.47 92.30 22.41 92.30 21.71 92.30 Fy X kips ft -10.05 88.70 -21.47 92.30 -22.41 92.30 -21.71 92.30 Fy X G5 Page 5/13 09/11115 14:05:57 y ft 12.68 18.73 22.40 22.40 y ft 27.38 37.93 41.60 41.60 y -~\1 11~ UM Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Roof 4th 3rd 2nd APPLIED STORY FORCES Type: Wind_ASCE710_4_X-Y_CCW Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 ft kips 40.00 3.95 30.00 7.76 20.00 8.49 10.00 8.17 Fx Fy kips kips 3.95 -10.05 7.76 -21.47 8.49 -22.41 8.17 -21.71 28.37 -75.64 G6 Page 6/13 09/11/15 14:05:57 kips ft ft -10.05 53.30 12.68 -21.47 49.70 18.73 -22.41 49.70 22.40 -21.71 49.70 22.40 ''~ Loads and Applied Forces RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace LOAD CASE: Seismic Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 1.252 g Fa: 1.000 Fv: 1.527 SDs: 0.835 g Occupancy Category: II Seismic Design Category: D Provisions for: Force Ground Level: Base Dir Eccent R TaEquation X +And-6.0 Std,Ct=0.020,x=0.75 y +And-6.0 Std,Ct=0.020,x=0.75 Dir Ta Cu T T-used Cs Eq12.8-2 X 0.318 1.400 0.855 0.445 0.139 Dir Ta Cu T T-used Cs Eq12.8-2 y 0.318 1.400 0.749 0.445 0.139 Total Building Weight (kips) = 1412.46 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_+E_F Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: EQ_ASCE710_X_ +E_F Level Roof 4th 3rd 2nd Ht ft 40.00 30.00 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_-E_F Level Diaph.# Roof 4th 3rd 2nd Ht ft 40.00 30.00 20.00 10.00 Fx kips 58.24 69.13 46.08 23.04 196.49 Ht ft 40.00 30.00 20.00 10.00 S1: 0.473 g SD1: 0.482 g Building Period-T User Defined User Defined Cs(max) Cs(min) Eq12.8-3 Eq12.8-5 0.180 0.037 Cs(max) Cs(min) Eq12.8-3 Eq12.8-5 0.180 0.037 Fx Fy kips kips 58.24 0.00 69.13 0.00 46.08 0.00 23.04 0.00 Fy kips 0.00 0.00 0.00 0.00 0.00 Fx Fy kips kips 58.24 0.00 69.13 0.00 46.08 0.00 23.04 0.00 G7 Page 7/13 09/11/15 14:05:57 TL: 8.00 s Cs-used k 0.139 1.000 Cs-used k 0.139 1.000 X y ft ft 71.00 24.95 71.00 30.59 71.00 30.59 71.00 30.59 X y ft ft 71.00 20.05 71.00 24.19 71.00 24.19 71.00 24.19 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace APPLIED STORY FORCES Type: EQ_ASCE710_X_-E_F Level Ht 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: EQ_ASCE710_Y_+E_F Level Diaph.# Ht Fx ft kips Roof 40.00 0.00 4th 30.00 0.00 3rd 20.00 0.00 2nd 10.00 0.00 APPLIED STORY FORCES Type: EQ_ASCE710_Y_ +E_F Level Ht Fx Fy ft kips kips Roof 40.00 0.00 58.24 4th 30.00 0.00 69.13 3rd 20.00 0.00 46.08 2nd 10.00 0.00 23.04 0.00 196.49 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_-E_F Level Diaph.# Ht Fx ft kips Roof 40.00 0.00 4th 30.00 0.00 3rd 20.00 0.00 2nd 10.00 0.00 APPLIED STORY FORCES Type: EQ_ASCE710_Y_-E_F Level Ht Bx Fy ft kips kips Roof 40.00 0.00 58.24 4th 30.00 0.00 69.13 3rd 20.00 0.00 46.08 2nd 10.00 0.00 23.04 0.00 196.49 Fy X kips ft 58.24 76.90 69.13 78.10 46.08 78.10 23.04 78.10 Fy X kips ft 58.24 65.10 69.13 63.90 46.08 63.90 23.04 63.90 GS Page 8/13 09111115 14:05:57 y ft 22.50 27.39 27.39 27.39 y ft 22.50 27.39 27.39 27.39 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace LOAD CASE: Drift Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Fa: 1.000 Importance Factor: 1.00 Ss: 1.252 g Fv: 1.527 SDs: 0.835 g Occupancy Category: II Seismic Design Category: D Provisions for: Drift Ground Level: Base Dir Eccent R TaEquation X +And-6.0 Std,Ct=0.030,x=0.75 y +And-6.0 Std,Ct=0.030,x=0.75 Dir Ta Cu T T-used Cs Eq12.8-2 X 0.477 1.400 0.960 0.960 0.139 Dir Ta Cu T T-used Cs Eql2.8-2 y 0.477 1.400 0.830 0.830 0.139 Total Building Weight (kips) = 1412.46 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_ +E_Drft Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: EQ_ASCE710_X_ +E_Drft Level Ht Roof 4th 3rd 2nd ft 40.00 30.00 20.00 10.00 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_-E_Drft Level Diaph.# Roof 4th 3rd 1 2nd Ht ft 40.00 30.00 20.00 10.00 Fx kips 38.43 42.70 25.93 11.06 118.11 Ht ft 40.00 30.00 20.00 10.00 S1: 0.473 g SDl: 0.482 g Building Period-T Calculated Calculated Cs(max) Eq12.8-3 0.084 Cs(max) Eql2.8-3 0.097 Fx kips 38.43 42.70 25.93 11.06 Fy kips 0.00 0.00 0.00 0.00 0.00 Fx kips 38.43 42.70 25.93 11.06 Cs(min) Cs(min) Fy kips 0.00 0.00 0.00 0.00 Fy kips 0.00 0.00 0.00 0.00 G9 Page 9/13 09/11/15 14:05:57 TL: 8.00 s Cs-used k 0.084 1.230 Cs-used k 0.097 1.165 X y ft ft 71.00 24.95 71.00 30.59 71.00 30.59 71.00 30.59 X y ft ft 71.00 20.05 71.00 24.19 71.00 24.19 71.00 24.19 r(1 Loads and Applied Forces RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace APPLIED STORY FORCES Type: EQ_ASCE710_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: EQ_ASCE710_Y_ +E_Drft Level Diaph.# Ht Fx ft kips Roof 40.00 0.00 4th 30.00 0.00 3rd 20.00 0.00 2nd 10.00 0.00 APPLIED STORY FORCES Type: EQ_ASCE710_ 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: EQ_ASCE710_Y_-E_Drft Level Diaph.# Ht Fx ft kips Roof 1 40.00 0.00 4th 1 30.00 0.00 3rd 20.00 0.00 2nd 10.00 0.00 APPLIED STORY FORCES Type: EQ_ASCE710_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 Fy kips 43.33 49.05 30.58 13.64 Fy kips 43.33 49.05 30.58 13.64 X ft 76.90 78.10 78.10 78.10 X ft 65.10 63.90 63.90 63.90 G10 Page 10/13 09/11115 14:05:57 y ft 22.50 27.39 27.39 27.39 y ft 22.50 27.39 27.39 27.39 ril Loads and Applied Forces RAM RAM Frame 14.07.01.01 DataBase: Villa 60-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 RoofLoad (kips)= 69.38 APPLIED DIAPHRAGM FORCES Type: NL_AISC360_DL_X Level Diaph.# Roof 4th 3rd 2nd 1 APPLIED STORY FORCES Type: NL_AISC360_DL_X Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: NL_AISC360_DL_Y Level Diaph.# Roof 4th 3rd 1 2nd 1 APPLIED STORY FORCES Type: NL_AISC360_DL_Y Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 Ht Fx ft kips 40.00 0.35 30.00 0.42 20.00 0.42 10.00 0.42 Fx Fy kips kips 0.35 0.00 0.42 0.00 0.42 0.00 0.42 0.00 1.61 0.00 Ht Fx ft kips 40.00 0.00 30.00 0.00 20.00 0.00 10.00 0.00 Fx Fy kips kips 0.00 0.35 0.00 0.42 0.00 0.42 0.00 0.42 0.00 1.61 Fy X kips ft 0.00 71.00 0.00 71.00 0.00 71.00 0.00 71.00 Fy X kips ft 0.35 71.00 0.42 71.00 0.42 71.00 0.42 71.00 G11 Page 11/13 09/11/15 14:05:57 y ft 22.50 28.90 28.90 28.90 y ft 22.50 28.90 28.90 28.90 ,,, Loads and Applied Forces RAM RAM Frame 14.07~01.01 DataBase: Villa 60-two story cross brace APPLIED DIAPHRAGM FORCES Type: NL_AISC360_LL_X Level Diaph.# Roof 4th 3rd 2nd APPLIED STORY FORCES Type: NL_AISC360_LL_X Level Ht ft Roof 40.00 4th 30.00 3~ 20.00 ~d 10M APPLIED DIAPHRAGM FORCES Type: NL_AISC360_LL_Y Level Diaph.# Roof 1 4th 1 3rd 2nd APPLIED STORY FORCES Type: NL_AISC360_LL_Y Level Ht ft Roof 40.00 4th 30.00 3rd 20.00 2nd 10.00 APPLIED DIAPHRAGM FORCES Type: NL_AISC360_Rf_X Level Diaph.# Roof 4th 3rd 2nd Ht Fx ft kips 40.00 0.14 30.00 0.87 20.00 0.87 10.00 0.87 Fx Fy kips kips 0.14 0.00 0.87 0.00 0.87 0.00 0.87 0.00 2.77 0.00 Ht Fx ft kips 40.00 0.00 30.00 0.00 20.00 0.00 10.00 0.00 Fx Fy kips kips 0.00 0.14 0.00 0.87 0.00 0.87 0.00 0.87 0.00 2.77 Ht Fx ft kips 40.00 0.14 30.00 0.00 20.00 0.00 10.00 0.00 Fy X kips ft 0.00 71.00 0.00 71.00 0.00 71.00 0.00 71.00 Fy X kips ft 0.14 71.00 0.87 71.00 0.87 71.00 0.87 71.00 Fy X kips ft 0.00 71.00 0.00 0.00 0.00 0.00 0.00 0.00 G12 Page 12/13 09/11115 14:05:57 y ft 22.50 37.52 37.52 37.52 y ft 22.50 37.52 37.52 37.52 y ft 22.50 0.00 0.00 0.00 Loads and Applied Forces RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace APPLIED STORY FORCES Type: NL_AISC360_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 ft kips Roof 40.00 0.00 4th 30.00 0.00 3rd 20.00 0.00 2nd 10.00 0.00 APPLIED STORY FORCES Type: NL_AISC360_Rf_Y 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 Fy X kips ft 0.14 71.00 0.00 0.00 0.00 0.00 0.00 0.00 G13 Page 13/13 09/11/15 14:05:57 y ft 22.50 0.00 0.00 0.00 Frame Storv Shears RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace CRITERIA: Rigid End Zones: Member Force Output: P-Delta: Yes Ground Level: Base Mesh Criteria : Ignore Effects At Face of Joint Scale Factor: 1.00 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): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-W all Locations Eigenvalue Analysis : Eigen Vectors Frame#l Load Case: D Dead Load RAMUSER Level Shear-X Change-X kips kips 4th 0.45 0.45 3rd 0.25 -0.21 2nd 0.22 -0.02 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X kips kips 4th 1.12 1.12 3rd 0.61 -0.51 2nd 0.55 -0.05 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X kips kips 4th 0.00 0.00 3rd 0.00 0.00 2nd 0.00 0.00 Load Case: El Seismic EQ_ASCE710_X_+E_F Level Shear-X Change-X kips kips 4th 30.77 30.77 3rd 44.90 14.13 2nd 28.73 -16.16 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X kips kips 4th 30.01 30.01 3rd 43.89 13.88 2nd 28.36 -15.53 'tb = 1.00 Shear-Y kips 0.00 0.00 0.00 Shear-Y kips 0.00 0.00 0.00 Shear-Y kips 0.00 0.00 0.00 Shear-Y kips 0.05 -0.24 0.16 Shear-Y kips 0.09 -0.37 0.25 Change-Y kips 0.00 0.00 0.00 Change-Y kips 0.00 0.00 0.00 Change-Y kips 0.00 0.00 0.00 Change-Y kips 0.05 -0.29 0.40 Change-Y kips 0.09 -0.46 0.63 H1 09/11115 14:05:57 rll Frame Story Shears H2 RAM RAM Frame 14.07.01.01 Page 2/11 DataBase: Villa 60-two story cross brace 09/11/15 14:05:57 Load Case: E3 Seismic EQ_ASCE710_Y_ +E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips 4th -0.87 -0.87 -0.11 -0.11 3rd -1.14 -0.27 0.44 0.55 2nd -0.42 0.72 -0.28 -0.72 Load Case: E4 Seismic EQ_ASCE710_Y_-E_F Level Shear-X Change-X Shear-Y Change-.Y kips kips kips kips 4th 0.87 0.87 -0.19 -0.19 3rd 1.16 0.29 0.75 0.94 2nd 0.41 -0.75 -0.48 -1.24 Frame#2 Load Case: D Dead Load 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: Lp PosLiveLoad 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: 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-Y Change-Y kips kips kips kips Roof 0.08 0.08 -3.12 -3.12 4th -0.23 -0.30 -10.25 -7.13 3rd 0.45 0.68 -13.32 -3.07 2nd -0.03 -0.48 -15.40 -2.08 Load Case: E2 Seismic EQ_ASCE710_X_-E_F Level Shear-X Change-X Shear-Y Change-Y r(1 Frame Story Shears H3 RAM RAM Frame 14.07.01.01 Page 3/11 DataBase: Villa 60-two story cross brace 09/11115 14:05:57 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-Y Change-Y 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-Y 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 Load Case: D Dead Load 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-Y Change-Y 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 -0.25 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y 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-Y Change-Y kips kips kips kips rll Frame Story Shears H4 UM RAM Frame 14.07.01.01 Page 4/11 DataBase: Villa 60-two story cross brace 09/11115 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··Y 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-Y Change-Y kips kips kips kiips 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-Y kips kips kips kiips 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-Y ChangE'-Y kips kips kips kips Roof 0.00 0.00 0.00 0 .. 00 ,,, Frame Story Shears HS RAM RAM Frame 14.07.01.01 Page 5/11 DataBase: Villa 60-two story cross brace 09/11115 14:05:57 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-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_ASCE710_X_-E_F 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 Shear-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_ASCE710_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y 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#S Load Case: D DeadLoad 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: Lp PosLiveLoad 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 r(~ Frame Story Shears H6 RAM RAM Frame 14.07.01.01 Page 6/11 DataBase: Villa 60-two story cross brace 09/11115 14:05:57 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-Y Change-Y kips kips kips kips Roof 0.08 0.08 -0.77 -0 .. 77 4th -0.23 -0.31 -2.52 -L75 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-Y Change,-Y kips kips kips kips Roof 0.06 0.06 -1.34 -1.34 4th -0.22 -0.28 -3.92 -258 3rd 0.51 0.73 -5.17 -L26 2nd -0.24 -0.74 -4.38 0.79 Load Case: E3 Seismic EQ_ASCE710_Y_+E_F Level Shear-X Change-X Shear-Y Chang~~-Y 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 Shear-X Change-X Shear-Y Change-Y 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 Load Case: D Dead Load 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 ri1 Frame Story Shears H7 RAM RAM Frame 14.07.01.01 Page 7/11 DataBase: Villa 60-two story cross brace 09/11115 14:05:57 2nd 0.00 0.00 0.00 0.00 Load Case: Lp PosLiveLoad 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: 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-Y Change-Y 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-Y 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-Y Change-Y 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 EQ_ASCE710_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y 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 ri1 Frame Story Shears H8 UM RAM Frame 14.07.01.01 Page 8/11 DataBase: Villa 60-two story cross brace 09/11115 14:05:57 Frame#7 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 -0.12 0.01 0.00 0.00 2nd 0.00 0.12 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kiips 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 -0.01 0.24 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof -0.06 -0.06 0.00 0.00 4th -0.03 O.o3 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-Y Change-Y kips kips kips kips Roof 16.29 16.29 -0.07 -0.07 4th 20.36 4.07 0.05 0.12 3rd 25.03 4.67 0.11 0.06 2nd 29.56 4.53 -0.09 -0.20 Load Case: E2 Seismic EQ_ ASCE71 0 _X _-E _ F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips Roof 16.58 16.58 -0.09 -0.09 4th 21.50 4.92 0.07 0.16 3rd 26.44 4.94 0.18 0.12 2nd 30.69 4.25 -0.14 -0.32 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 -0.22 -0.22 4th 1.32 0.97 0.11 0.34 3rd 1.59 0.28 0.61 0.49 2nd 1.29 -0.31 -0.42 -1.02 rll Frame Storv Shears H9 RAM RAM Frame 14.07.01.01 Page 9/11 DataBase: Villa 60-two story cross brace 09/11/15 14:05:57 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-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: Lp PosLiveLoad 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: 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-Y 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-Y Change-Y kips kips kips kips Roof 0.06 0.06 5.41 5.41 4th -0.22 -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 UM RAM Frame 14.07.01.01 Page 10/11 DataBase: Villa 60-two story cross brace 09/11/15 14:05:57 Load Case: E3 Seismic EQ_ASCE710_Y_ +E_F Level Shear-X Change-X Shear-Y Change-Y 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_ ASCE71 0 _ Y _-E_ F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kiips 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 Dead Load RAMUSER Level Shear-X Change-X Shear-Y 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-Y 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-Y Change-Y 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-Y Change-Y 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-Y kips kips kips kips 4th 30.01 30.01 -0.09 -0.09 Frame Story Shears RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace 3rd 2nd Load Case: Level 4th 3rd 2nd Load Case: Level 4th 3rd 2nd E3 Seismic E4 Seismic 43.89 28.36 13.88 -15.53 EQ_ASCE710_Y_+E_F Shear-X Change-X kips kips -0.87 -0.87 -1.14 -0.27 -0.42 0.72 EQ_ASCE710_Y_-E_F Shear-X Change-X kips kips 0.87 0.87 1.16 0.29 0.41 -0.75 0.37 -0.25 Shear-Y kips -0.19 0.74 -0.48 Shear-Y kips -0.11 0.43 -0.27 0.46 -0.62 Change-Y kips -0.19 0.93 -1.22 Change-Y kips -0.11 0.54 -0.70 H11 Page 11/11 09/11/15 14:05:57 r~1 Load Combinations 11 UM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace 09/11115 14:05:57 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Rfp PosRoofLiveLoad RAMUSER E1 Seismic EQ_ASCE710_X_ +E_F E2 Seismic EQ_ASCE710_X_-E_F E3 Seismic EQ_ASCE710_Y_ +E_F E4 Seismic EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: User Specified * 1.400 D 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 * 1.200 D + 1.600 Rfp 6 * 1.367 D + 0.500 Lp + 1.000 E1 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 * 1.367 D + 0.500 Lp-1.000 E1 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 E1 15 * 1.367 D + 1.000 E2 16 * 1.367 D + 1.000 E3 17 * 1.367 D + 1.000 E4 18 * 1.367 D -1.000 E1 19 * 1.367 D -1.000 E2 20 * 1.367 D-1.000 E3 21 * 1.367 D-1.000 E4 22 * 0.733 D + 1.000 E1 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 E1 27 * 0.733 D-1.000 E2 28 * 0.733 D -1.000 E3 29 * 0.733 D-1.000 E4 30 * 1.400 D 31 * 1.200 D + 1.600 Lp + 0.500 Rfp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rfp 34 * 1.200 D + 1.600 Rfp 35 * 1.367 D + 0.500 Lp + 1.000 E1 36 * 1.367 D + 0.500 Lp + 1.000 E2 37 * 1.367 D + 0.500 Lp + 1.000 E3 38 * 1.367 D + 0.500 Lp + 1.000 E4 39 * 1.367 D + 0.500 Lp-1.000 E1 40 * 1.367 D + 0.500 Lp-1.000 E2 41 * 1.367 D + 0.500 Lp-1.000 E3 42 * 1.367 D + 0.500 Lp -1.000 E4 43 * 1.367 D + 1.000 E1 44 * 1.367 D + 1.000 E2 ,,, Load Combinations 12 UM RAM Frame 14.07.01.01 Page 2/2 DataBase: Villa 60-two story cross brace 09/11/15 14:05:57 45 * 1.367 D + 1.000 E3 46 * 1.367 D + 1.000 E4 47 * 1.367 D -1.000 E1 48 * 1.367 D -1.000 E2 49 * 1.367 D -1.000 E3 50 * 1.367 D -1.000 E4 51 * 0.733 D + 1.000 El 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 * 1.367 D + 0.500 Lp + 1.000 El 60 * 1.367 D + 0.500 Lp + 1.000 E2 61 * 1.367 D + 0.500 Lp + 1.000 E3 62 * 1.367 D + 0.500 Lp + 1.000 E4 63 * 1.367 D + 0.500 Lp-1.000 El 64 * 1.367 D + 0.500 Lp-1.000 E2 65 * 1.367 D + 0.500 Lp-1.000 E3 66 * 1.367 D + 0.500 Lp-1.000 E4 67 * 1.367 D + 1.000 El 68 * 1.367 D + 1.000 E2 69 * 1.367 D + 1.000 E3 70 * 1.367 D + 1.000 E4 71 * 1.367 D-1.000 El 72 * 1.367 D -1.000 E2 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. 733 D + 1.000 E4 79 * 0.733 D-1.000 El 80 * 0.733 D-1.000 E2 81 * 0. 733 D -1.000 E3 82 * 0.733 D -1.000 E4 * = Load combination currently selected to use ''" I~~ RAM Frame 14.07.01.01 Frame Reaction Envelope UM DataBase: Villa 60-two story cross brace Building Code: IBC CRITERIA: Rigid End Zones: Member Force Output: P-Delta: Yes Ground Level: Base Mesh Criteria : Ignore Effects At Face of Joint Scale Factor: 1.00 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 Stiffuess Not Included in Analysis. Use Reduced Stiffuess for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-W all Locations Eigenvalue Analysis : Eigen Vectors LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Rfp PosRoofLiveLoad RAMUSER E1 Seismic EQ_ASCE710_X_ +E_F E2 Seismic EQ_ASCE710_X_-E_F E3 Seismic EQ_ASCE710_Y_ +E_F E4 Seismic EQ_ASCE71 0 _ Y _-E _F LOAD COMBINATIONS: User Specified * 1.400 D 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 * 1.200 D + 1.600 Rfp 6 * 1.367 D + 0.500 Lp + 1.000 E1 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 * 1.367 D + 0.500 Lp-1.000 E1 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 E1 15 * 1.367 D + 1.000 E2 16 * 1.367 D + 1.000 E3 17 * 1.367 D + 1.000 E4 18 * 1.367 D-1.000 E1 19 * 1.367 D -1.000 E2 20 * 1.367 D -1.000 E3 21 * 1.367 D -1.000 E4 22 * 0.733 D + 1.000 E1 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 E1 27 * 0.733 D-1.000 E2 28 * 0.733 D-1.000 E3 29 * 0.733 D -1.000 E4 'tb = 1.00 J1 09/11/15 14:05:57 ,,, Frame Reaction Envelope RAM Frame 14.07.01.01 UM DataBase: Villa 60-two stoty cross brace Building Code: IBC 30 * 1.400 D 31 * 1.200 D + 1.600 Lp + 0.500 Rfp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rfp 34 * 1.200 D + 1.600 Rfp 35 * 1.367 D + 0.500 Lp + 1.000 El 36 * 1.367 D + 0.500 Lp + 1.000 E2 37 * 1.367 D + 0.500 Lp + 1.000 E3 38 * 1.367 D + 0.500 Lp + 1.000 E4 39 * 1.367 D + 0.500 Lp-1.000 E1 40 * 1.367 D + 0.500 Lp-1.000 E2 41 * 1.367 D + 0.500 Lp-1.000 E3 42 * 1.367 D + 0.500 Lp-1.000 E4 43 * 1.367 D + 1.000 E1 44 * 1.367 D + 1.000 E2 45 * 1.367 D + 1.000 E3 46 * 1.367 D + 1.000 E4 47 * 1.367 D -1.000 E1 48 * 1.367 D-1.000 E2 49 * 1.367 D-1.000 E3 50 * 1.367 D -1.000 E4 51 * 0.733 D + 1.000 El 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 * 1.367 D + 0.500 Lp + 1.000 El 60 * 1.367 D + 0.500 Lp + 1.000 E2 61 * 1.367 D + 0.500 Lp + 1.000 E3 62 * 1.367 D + 0.500 Lp + 1.000 E4 63 * 1.367 D + 0.500 Lp-1.000 El 64 * 1.367 D + 0.500 Lp -1.000 E2 65 * 1.367 D + 0.500 Lp -1.000 E3 66 * 1.367 D + 0.500 Lp-1.000 E4 67 * 1.367 D + 1.000 El 68 * 1.367 D + 1.000 E2 69 * 1.367 D + 1.000 E3 70 * 1.367 D + 1.000 E4 71 * 1.367 D -1.000 E1 72 * 1.367 D -1.000 E2 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 * 0.733 D + 1.000 E4 79 * 0.733 D-1.000 El 80 * 0.733 D-1.000 E2 81 * 0.733 D-1.000 E3 82 * 0.733 D-1.000 E4 * = Load combination currently selected to use J2 Page 2/5 09/11115 14:05:57 rl1 Frame Reaction Envelope J3 RAM Frame 14.07.01.01 Page 3/5 UM DataBase: Villa 60-two story cross brace 09/11/15 14:05:57 Building Code: IBC REACTION MAXIMA AND MINIMA: Frame#l: 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 Min: -0.05 -0.29 -125.60 0.00 0.00 -0.18 LC: 26 29 22 7 86 Max: 28.71 0.08 7.54 0.78 0.91 O.ol LC: 26 13 3 25 10 27 Min: -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 Min: -0.21 -0.28 -128.51 0.00 0.00 -0.18 LC: 2 29 26 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 Min: -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 Min: -0.02 -36.19 -218.21 -1.90 -1.39 -0.56 LC: 11 9 29 13 7 7 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 Min: -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 Min: -15.47 -0.23 -157.85 -0.35 -0.83 -0.20 LC: 7 29 27 13 7 7 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 Min: -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 r11 Frame Reaction Envelope J4 RAM Frame 14.07.01.01 Page 4/5 RAM DataBase: Villa 60-two story cross brace 09/11115 14:05:57 \ Building Code: IBC Node Rx Ry Rz Mxx Myy Tzz LC: 26 25 6 8 10 25 Min: -43.27 -0.11 -217.30 -1.09 -2.20 -0.34 LC: 6 13 26 28 22 13 Frame#S: 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 Min: -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 Min: -0.11 -23.18 -168.56 -0.65 -0.54 -0.33 LC: 11 9 29 13 7 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 Min: -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 Min: -0.11 -23.20 -168.55 -0.66 -0.54 -0.33 LC: 11 8 28 12 7 7 Frame#?: 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 Min: -15.30 -0.21 -157.86 -0.38 -0.83 -0.20 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 Min: -15.46 -0.21 -156.68 -0.39 -0.83 -0.17 LC: 7 12 27 28 23 7 Frame#8: 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 Min: -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 Min: -0.02 -36.26 -218.22 -1.90 -1.39 -0.56 r11 Frame Reaction Envelope J5 RAM Frame 14.07.01.01 Page 5/5 UM DataBase: Villa 60-two story cross brace 09/11115 14:05:57 Building Code: IBC Node Rx Ry Rz 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: ... 24 10 27 ;) Min: -0.05 -0.28 -128.51 0.00 0.00 -0.18 LC: 26 12 22 1 7 103 Max: 29.45 0.09 7.54 0.79 0.91 0.01 LC: 10 28 2 8 26 27 Min: -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 Min: -0.19 -0.28 -125.60 0.00 0.00 -0.18 LC: 2 12 26 7 ,i, Steel Code Check Criteria RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC MEMBER CODE CHECK CRITERIA-GLOBAL: Bl and B2 Criteria Apply B 1 Factor B2 Factor Not Applied K-Factor: Kx: Ky: Columns 1.000 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 I Horiz Braces: Top Flange Continuously Braced Bottom Flange Not Continuously Braced Do Not Consider Point oflnflection as Brace Point Column Design Moments: Percent of Gravity Load Moments to include in design of steel columns: Dead Load: 100.00% Live Load: Roof Load: 100.00% 100.00% Axial Slenderness Limits Check KL/r exceeds 200 for Compression Members Check Llr exceeds 300 for Tension Members (excludes rods) MEMBER CODE CHECK CRITERIA-ASSIGNED Frame#l: Level: 4th Steel Column: Beams 1.000 1.000 # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor 3 1.00 1.00 Global Global 5 1.00 1.00 Global Global Lx Global Global Ly Global Global Lby Global Global Braces 0.650 0.650 K1 09/11/15 14:13:43 Steel Code: AISC360-1 0 LRFD l ''11 Steel Code Check Criteria K2 1 I RAM Frame 14.07.0\.ol Page 2/17 RAM DataBase: Villa 60-two story cross brace 09/11115 14:13:43 Building Code: IBC Steel Code: AISC360-1 0 LRFD Steel Beam: # K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 5 1.00 1.00 Global Global Global Global Global N Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 37 Global Global Global Global Global 38 Global Global Global Global Global Level: 3rd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 3 1.00 1.00 Global Global Global Global Global 5 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 5 1.00 1.00 Global Global Global Global Global N Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly Lby 37 Global Global Global Global Global 38 Global Global Global Global Global Level: 2nd Steel Column: # K-Factor Flange Bracing Unbraced Length Kx Ky Major Minor Lx Ly Lby 3 1.00 1.00 Global Global Global Global Global 5 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 5 1.00 1.00 Global Global Global Global Global N r111 RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Brace: # Kx K-Factor 37 38 Frame #2: Global Global Ky Global Global Level: Roof Steel Column: # K-Factor Kx Ky 3 1.00 1.00 4 1.00 1.00 Steel Beam: # Kx 4 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 15 16 Global Ky Global Global Global Level: 4th Steel Column: # K-Factor Kx Ky 9 1.00 1.00 10 1.00 1.00 Steel Beam: # Kx 12 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 19 Global Ky Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Minor Global Unbraced Length Ly Global Steel Code Check Criteria Lby Global Global Lx Unbraced Length Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Lx Ly Global Unbraced Length Ly Global Global Global Global Lx Global Lby Global Unbraced Length Ly Global Lby Global Global Lby Global Lby Global Global Lby Global RBS N RBS N K3 Page 3/17 09/11/15 14:13:43 Steel Code: AISC360-1 0 LRFD ,,, RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC K-Factor Unbraced Length Steel Code Check Criteria # 20 Global Global Global Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 9 1.00 1.00 10 1.00 1.00 Steel Beam: # Kx 12 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 19 20 Global Ky Global Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 9 1.00 1.00 10 1.00 1.00 Steel Beam: # Kx 12 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 19 Global Ky Global Global 20 Frame#3: Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Lx Ly Global Unbraced Length Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Lby Global Global Lby Global Lby Global Global Lby ~l ..... t.. .... l \...J1UU41 RBS N RBS li.T n K4 Page 4/17 09/11115 14:13:43 Steel Code: AISC360-1 0 LRFD ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Level: Roof Steel Column: # K-Factor Kx Ky 9 1.00 1.00 12 1.00 Steel Beam: # Kx 12 1.00 Steel Brace: # Kx 1.00 K-Factor Ky 1.00 K-Factor 25 26 Global Ky Global Global Global Level: 4th Steel Column: # K-Factor Kx Ky 16 1.00 1.00 20 1.00 1.00 Steel Beam: # Kx 21 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 33 34 Global Ky Global Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 16 1.00 1.00 Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Steel Code Check Criteria Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Global Ly Global Lby Global Global Lby Global Lby Global Global Lby Global Lby Global RBS N RBS N KS Page 5/17 09/11/15 14:13:43 Steel Code: AISC360-10 LRFD ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC K-Factor # 20 1.00 1.00 Steel Beam: # Kx 21 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 33 34 Global Global Ky Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 16 1.00 1.00 20 1.00 1.00 Steel Beam: # Kx 21 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 33 Global Ky Global Global 34 Frame#4: Level: Roof Global Steel Column: # K-Factor Kx Ky 20 1.00 1.00 23 1.00 1.00 Steel Beam: Flange Bracing Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Steel Code Check Criteria Unbraced Length Global Global Global Lx Global Unbraced Length Ly Lby Global Global Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Global Global Ly Global Global Lby Global Lby Global Global Lby Global Lby Global Global RBS N RBS N K6 Page 6/17 09/11/15 14:13:43 Steel Code: AISC360-1 0 LRFD r11; RAM Frame 14.07.01.01 Steel Code Check Criteria K7 Page 7/17 RAM DataBase: Villa 60-two story cross brace 09/11/15 14:13:43 Building Code: IBC Steel Code: AISC360-IO LRFD # K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 24 1.00 1.00 Global Global Global Global Global N Steel Brace: # 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 RBS Kx Ky Major Minor Lx Ly Lby 37 1.00 1.00 Global Global Global Global Global N 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 RBS Kx Ky Major Minor Lx Ly Lby 37 1.00 1.00 Global Global Global Global Global N Steel Brace: l ''~ RAM Frame 14.07.0 1.01 RAM DataBase: Villa 60-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 Steel Beam: # Kx 37 1.00 Steel Brace: # Kx 1.00 K-Factor Ky 1.00 K-Factor 29 Global Ky Global Global 30 Frame#S: Level: Roof Global Steel Column: # K-Factor Kx Ky 15 1.00 1.00 16 1.00 1.00 Steei Beam: # K-Factor Kx Ky 19 1.00 1.00 Steel Brace: # K-Factor 17 18 Kx Global Global Ky Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Steel Code Check Criteria Lby Global Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Lby Global Global Lby Global Lby Global Global Lby Global RBS N RBS N K8 Page 8/17 09111/15 14:13:43 Steel Code: AISC360-l 0 LRFD r11 RAM Frame 14.07.01.01 RAM DataBase: Villa 60-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: # Kx 29 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 21 22 Global Ky Global Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 23 1.00 1.00 24 1.00 1.00 Steel Beam: # Kx 29 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 21 22 Global Ky Global Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 23 1.00 1.00 Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global -1 Steel Code Check Criteria Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Global -1 Ly Global Lby Global Global Lby Global Lby Global Global Lby Global Lby Global RBS N RBS N K9 Page 9117 09/11/15 14:13:43 Steel Code: AISC360-10 LRFD I_ r11 RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor Flange Bracing 24 1.00 1.00 Global Global Steel Beam: # K-Factor Flange Bracing Kx Ky Major Minor 29 1.00 1.-00 Global Global Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly 21 Global Global Global Global 22 Global Global Global Global Frame #6: Level: Roof Steel Column: # K-Factor Flange Bracing Kx Ky Major Minor 27 1.00 1.00 Global Global 28 1.00 1.00 Global Global Steel Beam: # K-Factor Flange Bracing Kx Ky Major Minor 33 1.00 1.00 Global Global Steel Brace: # K-Factor Unbraced Length Kx Ky Lx Ly 19 Global Global Global Global 20 Giobai Giobai Giobai Giobai Level: 4th Steel Column: # K-Factor Flange Bracing Kx Ky Major Minor 38 1.00 1.00 Global Global 39 1.00 1.00 Global Global Steel Beam: Steel Code Check Criteria Unbraced Length Global Global Global Unbraced Length Lx Ly Lby Global Global Global Lby Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Lby Global Giobai Unbraced Length Lx Ly Lby Global Global Global Global Global Global RBS N RBS N K10 Page 10/17 09/11/15 14:13:43 Steel Code: AISC360-1 0 LRFD ,~~~ Steel Code Check Criteria K11 1 I RAM Frame 14.07.01.01 Page 11117 RAM DataBase: Villa 60-two story cross brace 09/11115 14:13:43 Building Code: IBC Steel Code: AISC360-1 0 LRFD # K-Factor Flange Bracing Unbraced Length RBS Kx Ky Major Minor Lx Ly Lby 47 1.00 1.00 Global Global Global Global Global N 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 RBS Kx Ky Major Minor Lx Ly Lby 47 1.00 1.00 Global Global Global Global Global N 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 RBS Kx Ky Major Minor Lx Ly Lby 47 1.00 1.00 Global Global Global Global Global N Steel Brace: ! : ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-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: # Kx 38 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 27 28 Global Ky Global Global Global Level: 4th Steel Column: # K-Factor Kx Ky 44 1.00 1.00 47 1.00 1.00 Steei Beam: # K-Factor Kx Ky 54 1.00 1.00 Steel Brace: # K-Factor 35 36 Kx Global Global Ky Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Steel Code Check Criteria Lby Global Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Lby Global Global Lby Global Lby Global Global Lby Global RBS N RBS N K12 Page 12/17 09/11/15 14:13:43 Steel Code: AISC360-l 0 LRFD ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Level: 3rd Steel Column: # K-Factor Kx Ky 44 1.00 1.00 47 1.00 1.00 Steel Beam: # Kx 54 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 35 36 Global Ky Global Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 44 1.00 1.00 47 1.00 1.00 Steel Beam: # Kx 54 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 35 36 Frame#8: Global Global Ky Global Global Level: Roof Steel Column: Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global · Global Steel Code Check Criteria Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global -~! Lby Global Global Lby Global Lby Global Global Lby Global -1 RBS N RBS N K13 Page 13/17 09/11115 14:13:43 Steel Code: AISC360-10 LRFD 1 ,~, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # Kx 39 1.00 40 1.00 Steel Beam: # Kx 47 1.00 Steel Brace: # Kx K-Factor Ky 1.00 1.00 K-Factor Ky 1.00 K-Factor 21 22 Global Ky Global Global Global Level: 4th Steel Column: # K-Factor Kx Ky 53 1.00 1.00 54 1.00 Steel Beam: # Kx 65 1.00 Steel Brace: # Kx 1.00 K-Factor Ky 1.00 K-Factor 25 26 Global Ky Global Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 53 1.00 1.00 54 1.00 1.00 Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Steel Code Check Criteria Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Lby Global Global Lby Global Lby Global Global Lby Global Lby Global Global N N RBS RBS K14 Page 14/17 09/11/15 14:13:43 Steel Code: AISC360-1 0 LRFD r·1 1 Steel Code Check Criteria K15 l I RAM Frame 14.07.01.01 Page 15/17 RAM DataBase: Villa 60-two story cross brace 09/11115 14:13:43 Building Code: IBC Steel Code: AISC360-1 0 LRFD 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: 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 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 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 RBS Kx Ky Major Minor Lx Ly Lby 71 1.00 1.00 Global Global Global Global Global N ! r*\11 1 ~~~ RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Brace: # K-Factor 39 40 Level: 3rd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 59 1.00 1.00 62 1.00 1.00 Steel Beam: # Kx 71 1.00 Steel Brace: # Kx K-Factor Ky 1.00 K-Factor 39 40 Global Ky Global Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 59 1.00 1.00 62 1.00 1.00 Steei Beam: # K-Factor Kx Ky 71 1.00 1.00 Steel Brace: # K-Factor 39 40 Kx Global Global Ky Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Steel Code Check Criteria Lby Global Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Global Lby Global Global Ly Global Lby Global Global Lby Global Lby Global Global Lby Global RBS N RBS N K16 Page 16/17 09/11115 14:13:43 Steel Code: AISC360-10 LRFD ri1 RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC JOINT CODE CHECK CRITERIA Material Properties Web plate Fy (ksi): Stiffner plate Fy (ksi): Geometry Maximum angle between a beam and column to Steel Code Check Criteria 36.00 36.00 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 Stif.fners Optimize each stiffner at joint Minimum Thickness: Minimum Width: Thickness Increment (in): Width Increment (in): Clip (cope) dimension (in): Web Plates Maximum Thickness: Minimum Thickness (in): Thickness Increment (in): CJP groove weld plate to column. No web plate plug weld. Per Code Max Beam Flange Width at Joint 0.125 0.125 0.750 Same as Column Web 0.250 0.125 -J K17 Page 17117 09/11/15 14:13:43 Steel Code: AISC360-1 0 LRFD ,,, Load Combinations UM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace LOAD COMBINATION CRITERIA: Roof Live Load: Reducible Notional Loads Consider with Combinations containing only gravity loads 0.500 Live Load factor fl (0.5 or 1.0) Sds (for Ev) 0.835 Rho X 1.000 RhoY 1.000 LOAD CASE DEFINITIONS: D Lp Rfp E1 E2 E3 E4 DeadLoad PosLiveLoad PosRoofLiveLoad Seismic Seismic Seismic Seismic RAMUSER RAMUSER RAMUSER EQ_ASCE710_X_ +E_F EQ_ASCE710_X_-E_F EQ_ASCE710_Y_ +E_F EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 I ASCE 7-10 LRFD 1 * 1.400 D 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 * 1.200 D + 1.600 Rfp 6 * 1.367 D + 0.500 Lp + 1.000 E1 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 + l.OOO'E4 10 * 1.367 D + 0.500 Lp-1.000 E1 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 E1 15 * 1.367 D + 1.000 E2 16 * 1.367 D + 1.000 E3 17 * 1.367 D + 1.000 E4 18 * 1.367 D -1.000 E1 19 * 1.367 D -1.000 E2 20 * 1.367 D -1.000 E3 21 * 1.367 D -1.000 E4 22 * 0.733 D + 1.000 E1 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 E1 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 * 1.400 D 31 * 1.200 D + 1.600 Lp + 0.500 Rfp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rfp 34 * 1.200 D + 1.600 Rfp 179 * 1.367 D + 0.500 Lp + 1.000 E1 L1 09/11115 14:15:16 r~1 Load Combinations L2 UM RAM Frame 14.07.01.01 Page 2/2 DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 180 * 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 E1 184 * 1.367 D + 0.500 Lp-1.000 E2 185 * 1.367 D + 0.500 Lp-1.000 E3 186 * 1.367 D + 0.500 Lp-1.000 E4 187 * 1.367 D + 1.000 E1 188 * 1.367 D + 1.000 E2 189 * 1.367 D + 1.000 E3 190 * 1.367 D + 1.000 E4 191 * 1.367 D-1.000 E1 192 * 1.367 D -1.000 E2 193 * 1.367 D -1.000 E3 194 * 1.367 D -1.000 E4 195 * 0.733 D + 1.000 E1 196 * 0.733 D + 1.000 E2 r-- 197 * 0.733 D + 1.000 E3 198 * 0.733 D + 1.000 E4 199 * 0.733 D-1.000 E1 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 E1 368 * 1.367 D + 0.500 Lp + 1.000 E2 369 * 1.367 D + 0.500 Lp + 1.000 E3 370 * 1.367 D + 0.500 Lp + 1.000 E4 371 * 1.367 D + 0.500 Lp-1.000 El 372 * 1.367 D + 0.500 Lp-1.000 E2 373 * 1.367 D + 0.500 Lp-1.000 E3 374 * 1.367 D + 0.500 Lp -1.000 E4 375 * 1.367 D + 1.000 E1 376 * 1.367 D + 1.000 E2 377 * 1.367 D + 1.000 E3 378 * 1.367 D + 1.000 E4 379 * 1.367 D-1.000 E1 380 * 1.367 D -1.000 E2 381 * 1.367 D -1.000 E3 382 * 1.367 D -1.000 E4 383 * 0.733 D + 1.000 El 384 * 0.733 D + 1.000 E2 385 * 0.733 D + 1.000 E3 386 * 0.733 D + 1.000 E4 387 * 0.733 D-1.000 E1 388 * 0.733 D-1.000 E2 389 * 0.733 D-1.000 E3 390 * 0.733 D-1.000 E4 * = Load combination currently selected to use Code Check Summary RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC CRITERIA: Rigid End Zones: Member Force Output: P-Delta: Yes Ground Level: Base Mesh Criteria : Ignore Effects At Face of Joint Scale Factor: 1.00 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 Stiffuess Not Included in Analysis. Use Reduced Stiffuess for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-W all Locations Eigenvalue Analysis : Eigen Vectors LOAD COMBINATION CRITERIA: 'tb = 1.00 M1 09/11/15 14:15:16 Steel Code: AISC360-10 LRFD Notional Loads Live Load factor fl (0.5 or 1.0) Sds (for Ev) ··" Consider with Combinations containing only gravity loads 0.500 0.835 Rho X 1.000 RhoY 1.000 LOAD CASE DEFINITIONS: D Lp Rfp E1 E2 E3 E4 DeadLoad PosLiveLoad PosRoofLiveLoad Seismic Seismic Seismic Seismic RAMUSER RAMUSER RAMUSER EQ_ASCE710_X_ +E_F EQ_ASCE710_X_-E_F EQ_ASCE710_Y_ +E_F EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 I ASCE 7-10 LRFD 1 * 1.400 D 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 * 1.200 D + 1.600 Rfp 6 * 1.367 D + 0.500 Lp + 1.000 E1 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 * 1.367 D + 0.500 Lp-1.000 E1 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 E1 15 * 1.367 D + 1.000 E2 16 * 1.367 D + 1.000 E3 17 * 1.367 D + 1.000 E4 18 * 1.367 D-1.000 E1 19 * 1.367 D-1.000 E2 20 * 1.367 D -1.000 E3 21 * 1.367 D-1.000 E4 22 * 0.733 D + 1.000 E1 23 * 0.733 D + 1.000 E2 24 25 26 27 28 29 Code Check Summary RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC * 0.733 D + 1.000 E3 * 0.733 D + 1.000 E4 * 0.733 D-1.000 E1 * 0.733 D-1.000 E2 * 0.733 D-1.000 E3 * 0.733 D-1.000 E4 LOAD COMBINATIONS: User Specified 30 * 1.400 D 31 * 1.200 D + 1.600 Lp + 0.500 Rfp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rfp 34 * 1.200 D + 1.600 Rip 179 * 1.367 D + 0.500 Lp + 1.000 E1 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 E1 184 * 1.367 D + 0.500 Lp-1.000 E2 185 * 1.367 D + 0.500 Lp-1.000 E3 186 * 1.367 D + 0.500 Lp -1.000 E4 187 * 1.367 D + 1.000 E1 188 * 1.367 D + 1.000 E2 189 * 1.367 D + 1.000 E3 190 * 1.367 D + 1.000 E4 191 * 1.367 D-1.000 E1 192 * 1.367 D -1.000 E2 193 * 1.367 D -1.000 E3 194 * 1.367 D -1.000 E4 195 * 0.733 D + 1.000 E1 196 * 0.733 D + 1.000 E2 197 * 0.733 D + 1.000 E3 198 * 0.733 D + 1.000 E4 199 * 0.733 D-1.000 E1 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 E1 368 * 1.367 D + 0.500 Lp + 1.000 E2 369 * 1.367 D + 0.500 Lp + 1.000 E3 370 * 1.367 D + 0.500 Lp + 1.000 E4 371 * 1.367 D + 0.500 Lp-1.000 E1 372 * 1.367 D + 0.500 Lp-1.000 E2 373 * 1.367 D + 0.500 Lp-1.000 E3 374 * 1.367 D + 0.500 Lp-1.000 E4 375 * 1.367 D + 1.000 E1 376 * 1.367 D + 1.000 E2 377 * 1.367 D + 1.000 E3 378 * 1.367 D + 1.000 E4 379 * 1.367 D-1.000 E1 380 * 1.367 D -1.000 E2 381 * 1.367 D -1.000 E3 382 * 1.367 D -1.000 E4 383 * 0.733 D + 1.000 E1 384 * 0.733 D + 1.000 E2 M2 Page 2113 09/11115 14:15:16 Steel Code: AISC360-10 LRFD ~--- ,,, Code Check Summary M3 RAM Frame 14.07.01.01 Page 3/13 UM DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 Building Code: IBC Steel Code: AISC360-1 0 LRFD 385 * 0. 733 D + 1.000 E3 386 * 0.733 D + 1.000 E4 387 * 0.733 D-1.000 E1 388 * 0.733 D-1.000 E2 389 * 0.733 D-1.000 E3 390 * 0. 733 D -1.000 E4 * = Load combination currently selected to use Frame#l: 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 HSS9X5X5/8 5 41.02 0.00 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 (H1-1b) 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 (H1-1a) 46 HSS3X3Xl/4 38 40.39 0.62 0.03 -0.15 -0.00 199 0.65 (H1-1a) 46 HSS3X3Xl/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 0.13 184 0.14 (H1-1b) 46 HSS9X5X5/8 5 43.98 9.23 -1.21 1.79 -0.10 180 0.13 (H1-1b) 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 (H1-1b) 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 (H1-1a) 46 HSS3X3Xl/4 38 58.19 -0.58 0.00 0.09 -0.00 179 0.91 (H1-1a) 46 HSS3X3Xl/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 -0.10 -0.29 183 0.34 (H1-1a) 46 HSS9X5X5/8 5 138.14 -0.21 -0.88 . 0.08 -0.28 179 0.32 (Hl-1a) 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 (H1-1b) 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 (H1-la) 46 HSS3X3Xl/4 r(1 Code Check Summary M4 RAM Frame 14.07.01.01 Page 4/13 RAM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 Building Code: IBC Steel Code: AISC360-1 0 LRFD Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size 38 39.89 0.44 -0.09 -0.06 0.01 183 0.63 (Hl-1a) 46 HSS3X3Xl/4 Frame#2: Level: Roof Col. 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 HSS9X5X5/8 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 (H1-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy 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 (H1-1a) 46 HSS3X3Xl/4 ' 16 23.71 0.34 -0.01 -0.11 0.00 202 0.38 (H1-1a) 46 HSS3X3Xl/4 Level: 4th i Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # ki ' p kip-ft kip-ft kip kip ksi 9 29.53 8.07 0.13 -1.36 -0.01 186 0.10 (H1-1b) 46 HSS9X5X5/8 10 29.53 -8.07 -0.05 1.36 -0.00 182 0.09 (H1-1 b) 46 HSS9X5X5/8 Beam Pu 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 (H1-1b) 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 (H1-1a) 46 HSS3X3Xl/4 20 51.14 -0.44 0.00 0.06 0.00 182 0.79 (H1-1a) 46 HSS3X3Xl/4 Level: 3rd Col. 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 (Hl-1a) 46 HSS9X5X5/8 10 143.26 14.53 0.09 2.48 0.01 182 0.42 (H1-1a) 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 (H1-1b) 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 (H1-1a) 46 HSS3X3X5/16 20 66.92 0.77 0.00 -0.12 -0.00 186 0.89 (H1-1a) 46 HSS3X3X5!16 Level: 2nd Col. Pu Mux Muy Vux Vuy LC lnteracl!:. Fy Size # kip kip-ft kip-ft kip kip ksi 9 149.28 -2.09 -0.18 -0.13 -0.19 186 0.35 (H1-1a) 46 HSS9X5X5/8 rll Code Check Summary MS RAM Frame 14.07.01.01 Page 5/13 RAM DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 10 149.28 2.09 0.14 -0.12 -0.18 182 0.35 (Hl-la) 46 HSS9X5X5/8 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 O.Ql 186 0.20 (Hl-lb) 46 HSS6X5Xl/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 (Hl-la) 46 HSS4X4X5116 20 97.19 1.87 0.05 -0.34 -0.00 182 0.80 (Hl-la) 46 HSS4X4X5/16 Frame#3: Level: Roof Col. 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 O.Q3 192 0.06 (Hl-lb) 46 HSS9X5X5/8 12 26.70 3.58 0.45 0.38 O.Q3 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 (Hl-lb) 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 (Hl-la) 46 HSS3X3Xl/4 26 27.08 0.58 0.04 -0.11 -0.00 200 0.45 (Hl-la) 46 HSS3X3Xl/4 Level: 4th Col. 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 (Hl~lb) 46 HSS9X5X5/8 20 29.76 -4.34 0.36 0.73 -0.02 180 0.07 (Hl-lb) 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 (Hl-lb) 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-la) 46 HSS3X3Xl/4 34 35.39 -0.42 0.01 0.06 -0.00 180 0.55 (Hl-la) 46 HSS3X3Xl/4 Level: 3rd Col. 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 (HI-la) 46 HSS9X5X5/8 20 104.43 11.72 -0.60 2.03 -0.07 180 0.32 (Hl-la) 46 HSS9X5X5/8 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 (Hl-lb) 46 HSS6X5X3/8 r(1 Code Check Summary M6 RAM Frame 14.07.01.01 Page 6/13 UM DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Brace Po Mox Moy Vox Voy 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 (H1-1a) 46 HSS3X3Xl/4 34 38.58 0.77 -0.01 -0.11 0.00 200 0.63 (H1-1a) 46 HSS3X3Xl/4 Level: 2nd Col. Po Mox Moy Vox Voy 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 (H1-1a) 46 HSS9X5X5/8 20 109.14 -0.31 -0.82 0.02 -0.27 180 0.25 (Hl-1a) 46 HSS9X5X5/8 ~--- Beam Po Mox Moy Vox Voy 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 (H1-1b) 46 HSS6X5X3/8 Brace Po Mox Moy Vox Voy 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 (H1-1a) 46 HSS3X3Xl/4 34 53.20 0.83 -0.08 0.16 -0.01 180 0.85 (H1-1a) 46 HSS3X3Xl/4 Frame#4: Level: Roof Col. Po Mox Moy Vox Voy 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 Po Mox Moy Vox Voy 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 (H1-1b) 46 HSS6X5X3/8 Brace Po Mox Moy Vox Voy 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 (H1-1a) 36 HSS3X3Xl/4 24 34.21 0.50 O.Ql -0.11 -0.00 199 0.65 (H1-1a) 36 HSS3X3Xl/4 Level: 4th Col. Po Mox Moy Vox Voy 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 Po Mox Moy Vox Voy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 37 -1.24 -5.77 0.00 -2.51 -0.00 179 0.12 (H1-1b) 46 HSS6X5X3/8 Brace Po Mox Moy Vox Voy 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 (H1-1a) 36 HSS3X3Xl/4 30 38.72 -0.32 -0.01 0.04 -0.00 179 0.71 (H1-1a) 36 HSS3X3Xl/4 ri~ Code Check Summary M7 RAM Frame 14.07.01.01 Page 7113 RAM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 Building Code: IBC Steel Code: AISC360-1 0 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 (H1-1a) 46 HSS9X5X5/8 34 115.89 13.09 0.10 2.27 0.02 179 0.35 (H1-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 (H1-1b) 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 (H1-1a) 36 HSS3X3Xl/4 28 43.62 0.55 0.01 -0.08 -0.00 183 0.82 (HI-la) 36 HSS3X3Xl/4 Level: 2nd Col. 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 (H1-1a) 46 HSS9X5X5/8 34 122.20 -3.75 0.02 -0.00 0.22 179 0.30 (H1-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 (Hl-1b) 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 (H1-la) 36 HSS4X4X3/8 30 114.47 2.19 0.01 -0.40 -0.00 179 0.99 (HI-la) 36 HSS4X4X3/8 Frame#S: 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 -0.01 186 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 (H1-1b) 46 HSS6X5X3/8 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 HSS3X3Xl/4 18 21.05 0.26 -0.01 -0.12 0.00 202 0.33 (H1-la) 46 HSS3X3Xl/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 (Hl-1b) 46 HSS9X5X5/8 24 27.58 -7.20 -0.05 1.25 -0.00 182 0.09 (H1-1b) 46 HSS9X5X5/8 ,,, Code Check Summary MB RAM Frame 14.07.01.01 Page 8/13 RAM DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 c Building Code: IBC Steel Code: AISC360-1 0 LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 29 -8.29 -5.74 0.00 -3.57 -0.00 182 0.14 (Hl-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 21 45.12 -0.39 -0.01 0.05 0.00 186 0.70 (HI-la) 46 HSS3X3Xl/4 22 45.12 -0.39 0.00 0.05 0.00 182 0.70 (HI-la) 46 HSS3X3Xl/4 Level: 3rd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 23 127.51 -11.95 -0.21 -2.08 -0.03 186 0.37 (HI-la) 46 HSS9X5X5/8 24 127.51 11.95 0.09 2.08 0.01 182 0.37 (HI-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 29 -0.00 -11.71 0.00 -6.83 0.00 182 0.25 (Hl-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 21 58.05 0.70 0.01 -0.11 -0.00 182 0.78 (HI-la) 46 HSS3X3X5/16 22 58.04 0.70 0.00 -0.11 -0.00 186 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 23 132.43 -2.37 -0.18 -0.05 -0.19 186 0.31 (HI-la) 46 HSS9X5X5/8 24 132.43 2.37 0.14 -0.03 -0.18 182 0.31 (HI-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 29 -1.05 -8.47 0.00 -4.33 0.00 182 0.18 (Hl-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 21 62.78 0.64 0.02 -0.12 -0.00 186 0.83 (HI-la) 46 HSS3X3X5/16 22 62.78 0.64 0.02 -0.12 -0.00 182 0.83 (HI-la) 46 HSS3X3X5/16 Frame#6: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 27 23.07 0.00 0.00 -0.08 O.oi 185 0.05 Axial 46 HSS9X5X5/8 28 23.07 0.00 0.00 0.03 0.04 181 0.05 Axial 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 33 0.00 7.67 -0.00 -4.16 0.00 33 0.16 (Hl-lb) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 19 21.05 0.26 -0.00 -0.12 0.00 197 0.33 (HI-la) 46 HSS3X3Xl/4 ,,, Code Check Summary M9 RAM Frame 14.07.01.01 Page 9/13 RAM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 Building Code: IBC Steel Code: AISC360-1 0 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 (H1-1a) 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 (H1-1b) 46 HSS9X5X5/8 39 27.58 -7.21 0.05 1.25 0.00 181 0.09 (H1-1b) 46 HSS9X5X5/8 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 (H1-1b) 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 (H1-1a) 46 HSS3X3X1/4 24 45.13 -0.39 -0.00 0.05 -0.00 181 0.70 (H1-1a) 46 HSS3X3Xl/4 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 O.Q3 185 0.37 (H1-1a) 46 HSS9X5X5/8 39 127.46 11.93 -0.09 2.08 -0.01 181 0.37 (H1-1a) 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 (H1-1b) 46 HSS6X5X3/8 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 (Hl-la) 46 HSS3X3X5/16 24 57.98 0.70 -0.00 -0.11 0.00 185 0.78 (H1-1a) 46 HSS3X3X5116 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 O.Q3 -0.19 185 0.31 (Hl-1a) 46 HSS9X5X5/8 39 132.38 2.35 -0.13 0.05 -0.18 181 0.31 (H1-1a) 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 (H1-1b) 46 HSS6X5X3/8 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 (Hl-1a) 46 HSS3X3X5/16 24 62.82 0.64 -0.02 -0.12 0.00 181 0.83 (Hl-la) 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 O.Q3 184 0.06 (H1-1b) 46 HSS9X5X5/8 r(1 Code Check Summary M10 RAM Frame 14.07.01.01 Page 10/13 UM DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 34 26.92 3.48 -0.46 -0.38 0.03 188 0.06 (Hl-1 b) 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 O.Ql (Hl-lb) 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 (Hl-la) 46 HSS3X3Xl/4 28 28.04 0.59 -0.01 0.11 -0.00 184 0.46 (HI-la) 46 HSS3X3Xl/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-lb) 46 HSS9X5X5/8 47 31.72 -4.14 -0.54 -0.73 -0.05 180 0.07 (Hl-Ib) 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 (HI-Ib) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 35 35.39 -0.42 -0.02 0.06 0.00 184 0.55 (HI-la) 46 HSS3X3Xl/4 36 34.66 -0.40 -0.03 -0.06 -0.00 196 0.54 (HI-la) 46 HSS3X3Xl/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 InteraClt. Fy Size # kip kip-ft kip-ft kip kip ksi 54 0.00 10.02 0.00 3.82 0.00 184 0.21 (Hl-lb) 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 (Hl-la) 46 HSS3X3Xl/4 36 39.49 0.77 0.05 0.11 0.00 184 0.65 (Hl-la) 46 HSS3X3Xl/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 (Hl-la) 46 HSS9X5X5/8 47 113.04 -0.25 0.82 O.Ql 0.25 180 0.26 (HI-la) 46 HSS9X5X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 54 3.98 10.81 0.01 4.73 0.00 184 0.23 (Hl-lb) 46 HSS6X5X3/8 ,~, Code Check Summary M11 RAM Frame 14.07.01.01 Page 11113 RAM DataBase: Villa 60-two story cross brace 09/11/15 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 (H1-1a) 46 HSS3X3Xl/4 36 53.21 0.83 0.10 -0.16 -0.01 180 0.85 (Hl-1a) 46 HSS3X3Xl/4 Frame#S: Level: Roof Col. 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 24.71 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 ksi 47 0.00 5.21 -0.00 -2.82 0.00 33 0.11 (H1-Ib) 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 (H1-1a) 46 HSS3X3Xl/4 22 23.70 0.34 0.01 -0.11 -0.00 201 0.38 (H1-1a) 46 HSS3X3Xl/4 Level: 4th Col. Pu Mux 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 (H1-1b) 46 HSS9X5X5/8 54 29.53 -8.10 0.05 1.37 0.00 181 0.09 (H1-1b) 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 (H1-1b) 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 (H1-1a) 46 HSS3X3X1/4 26 51.17 -0.44 -0.00 0.06 -0.00 181 0.79 (H1-la) 46 HSS3X3Xl/4 Level: 3rd Col. 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 (H1-1a) 46 HSS9X5X5/8 54 143.10 14.46 -0.08 2.47 -0.01 181 0.42 (H1-1a) 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 (H1-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 25 66.73 0.77 -0.01 -0.12 0.00 181 0.89 (H1-1a) 46 HSS3X3X5!16 26 66.74 0.77 -0.00 -0.12 0.00 185 0.89 (H1-1a) 46 HSS3X3X5/16 r~ Code Check Summary M12 l RAM Frame 14.07.01.01 Page 12/13 UM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD 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 (Hl-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 (Hl-lb) 46 HSS6X5Xl/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-la) 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 (Hl-lb) 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 HSS3X3Xl/4 40 42.74 0.54 0.00 -0.15 -0.00 183 0.68 (HI-la) 46 HSS3X3Xl/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 (Hl-lb) 46 HSS9X5X5/8 62 51.35 9.04 1.50 1.74 0.13 180 0.14 (Hl-lb) 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 (Hl-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-la) 46 HSS3X3Xl/4 40 56.61 -0.55 -0.02 0.08 0.01 179 0.88 (Hl-la) 46 HSS3X3Xl/4 Level: 2nd Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 59 138.14 0.21 -0.87 -0.10 0.28 183 0.32 (Hl-la) 46 HSS9X5X5/8 62 147.36 -0.16 0.94 0.08 0.28 179 0.34 (Hl-la) 46 HSS9X5X5/8 ,,~ Code Check Summary M13 RAM Frame 14.07.01.01 Page 13/13 UM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 Building Code: IBC Steel Code: AISC360-10 LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 71 -0.00 -9.25 -0.00 3.72 0.00 183 0.19 (H1-1b) 46 HSS6X5X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 39 39.89 0.44 0.09 -0.06 -0.01 179 0.63 (H1-1a) 46 HSS3X3Xl/4 40 41.45 0.44 0.10 -0.06 -0.01 183 0.66 (H1-1a) 46 HSS3X3X1/4 Frame Reaction Envelope RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC CRITERIA: Rigid End Zones: Member Force Output: P-Delta: Yes Ground Level: Base Mesh Criteria : Ignore Effects At Face of Joint Scale Factor: 1.00 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): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors LOAD COMBINATION CRITERIA: Roof Live Load: Reducible 'tb = 1.00 Notional Loads Live Load factor fl (0.5 or 1.0) Sds (for Ev) Consider with Combinations containing only gravity loads 0.500 0.835 Rho X 1.000 RhoY 1.000 LOAD CASE DEFINITIONS: D Lp Rfp E1 E2 E3 E4 DeadLoad PosLiveLoad PosRoofLiveLoad Seismic Seismic Seismic Seismic RAMUSER RAMUSER RAMUSER EQ_ASCE710_X_+E_F EQ_ASCE710_X_-E_F EQ_ASCE710_Y_ +E_F EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 I ASCE 7-10 LRFD * 1.400 D 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 * 1.200 D + 1.600 Rtp 6 * 1.367 D + 0.500 Lp + 1.000 E1 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 * 1.367 D + 0.500 Lp-1.000 E1 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 E1 15 * 1.367 D + 1.000 E2 16 * 1.367 D + 1.000 E3 17 * 1.367 D + 1.000 E4 18 * 1.367 D-1.000 E1 19 * 1.367 D -1.000 E2 20 * 1.367 D -1.000 E3 21 * 1.367 D -1.000 E4 22 * 0. 733 D + 1.000 E1 N1 09/11115 14:15:16 ' 23 24 25 26 27 28 29 Frame Reaction Envelope RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC * 0.733 D + 1.000 E2 * 0.733 D + 1.000 E3 * 0. 733 D + 1.000 E4 * 0.733 D -1.000 E1 * 0.733 D-1.000 E2 * 0.733 D-1.000 E3 * 0.733 D-1.000 E4 LOAD COMBINATIONS: User Specified 30 * 1.400 D 31 * 1.200 D + 1.600 Lp + 0.500 Rfp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Rfp 34 * 1.200 D + 1.600 Rfp 179 * 1.367 D + 0.500 Lp + 1.000 E1 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 E1 184 * 1.367 D + 0.500 Lp-1.000 E2 185 * 1.367 D + 0.500 Lp-1.000 E3 186 * 1.367 D + 0.500 Lp-1.000 E4 187 * 1.367 D + 1.000 E1 188 * 1.367 D + 1.000 E2 189 * 1.367 D + 1.000 E3 190 * 1.367 D + 1.000 E4 191 * 1.367 D -1.000 E1 192 * 1.367 D -1.000 E2 193 * 1.367 D -1.000 E3 194 * 1.367 D -1.000 E4 195 * 0.733 D + 1.000 E1 196 * 0.733 D + 1.000 E2 197 * 0.733 D + 1.000 E3 198 * 0.733 D + 1.000 E4 199 * 0.733 D-1.000 E1 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 E1 368 * 1.367 D + 0.500 Lp + 1.000 E2 369 * 1.367 D + 0.500 Lp + 1.000 E3 370 * 1.367 D + 0.500 Lp + 1.000 E4 371 * 1.367 D + 0.500 Lp-1.000 E1 372 * 1.367 D + 0.500 Lp-1.000 E2 373 * 1.367 D + 0.500 Lp-1.000 E3 374 * 1.367 D + 0.500 Lp-1.000 E4 375 * 1.367 D + 1.000 E1 376 * 1.367 D + 1.000 E2 377 * 1.367 D + 1.000 E3 378 * 1.367 D + 1.000 E4 379 * 1.367 D-1.000 E1 380 * 1.367 D-1.000 E2 381 * 1.367 D-1.000 E3 382 * 1.367 D -1.000 E4 383 * 0.733 D + 1.000 E1 N2 Page 2/5 09/11115 14:15:16 r11 Frame Reaction Envelope N3 RAM Frame 14.07.01.01 Page 3/5 UM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 Building Code: IBC 384 * 0.733 D + 1.000 E2 385 * 0.733 D + 1.000 E3 386 * 0.733 D + 1.000 E4 387 * 0.733 D-1.000 E1 388 * 0.733 D-1.000 E2 389 * 0.733 D-1.000 E3 390 * 0.733 D-1.000 E4 * = Load combination currently selected to use REACTION MAXIMA AND MINIMA: Frame#l: 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 27 Min: -0.05 -0.29 -125.60 0.00 0.00 -0.18 LC: 26 29 22 7 86 Max: 28.71 0.08 7.54 0.78 0.91 0.01 LC: 26 13 3 25 10 27 Min: -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 27 Min: -0.21 -0.28 -128.51 0.00 0.00 -0.18 LC: 2 29 26 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 Min: -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 Min: -0.02 -36.19 -218.21 -1.90 -1.39 -0.56 LC: 11 9 29 13 7 7 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 Min: -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 Min: -15.47 -0.23 -157.85 -0.35 -0.83 -0.20 LC: 7 29 27 13 7 7 ,,1 Frame Reaction Envelope N4 RAM Frame 14.07.01.01 Page 4/5 UM DataBase: Villa 60-two story cross brace 09/11115 14:15:16 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 Min: -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 Min: -43.27 -0.11 -217.30 -1.09 -2.20 -0.34 LC: 6 13 26 28 22 13 Frame#S: 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 Min: -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 Min: -0.11 -23.18 -168.56 -0.65 -0.54 -0.33 LC: 11 9 29 13 7 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 Min: -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 Min: -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 Min: -15.30 -0.21 -157.86 -0.38 -0.83 -0.20 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 Min: -15.46 -0.21 -156.68 -0.39 -0.83 -0.17 LC: 7 12 27 28 23 7 Frame#8: r11 Frame Reaction Envelope NS RAM Frame 14.07.01.01 Page 5/5 RAM DataBase: Villa 60-two story cross brace 09/11/15 14:15:16 Building Code: IBC 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 Min: -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 Min: -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 27 Min: -0.05 -0.28 -128.51 0.00 0.00 -0.18 LC: 26 12 22 7 103 Max: 29.45 0.09 7.54 0.79 0.91 O.Ql LC: 10 28 2 8 26 27 Min: -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 27 Min: -0.19 -0.28 -125.60 0.00 0.00 -0.18 LC: 2 12 26 1 1 7 ri1 Steel Code Check Criteria RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC MEMBER CODE CHECK CRITERIA-GLOBAL: Sidesway: K-Factor: Unbraced Kx: Ky: Columns Nomograph 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 I Horiz Braces: Top Flange Continuously Braced Bottom Flange Not Continuously Braced Do Not Consider Point oflnflection as Brace Point Column Design Moments: Percent of Gravity Load Moments to include in design of steel columns: Dead Load: 100.00% Live Load: Roof Load: 100.00% 100.00% MEMBER CODE CHECK CRITERIA-ASSIGNED Frame#l: Level: 4th Steel Column: Beams 1.000 1.000 # K-Factor Flange Bracing Unbraced Length Kx Ky 3 Global Global 5 Global Global Steel Beam: # K-Factor 5 Kx Global Ky Global Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Braces 0.650 0.650 Frame Type SCBF-V SCBF-V RBS N SCBF 01 09/11/15 14:17:52 Frame Type r;\1 1 ~~ RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Brace: # K-Factor 37 38 Level: 3rd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 3 Global Global 5 Global Global Steel Beam: # K-Factor 5 Kx Global Ky Global Steel Brace: # K-Factor 37 38 Level: 2nd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 3 Global Global 5 Global Global Steel Beam: # K-Factor 5 Kx Global Steel Brace: Ky Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Steel Code Check Criteria Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type Frame Type 02 Page 2/18 09/11115 14:17:52 ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor Kx Ky 37 Global Global 38 Global Global Frame #2: Level: Roof Steel Column: # K-Factor Kx Ky 3 Global Global 4 Global Global Steel Beam: # K-Factor 4 Kx Global Ky Global Steel Brace: # K-Factor 15 16 Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 9 Global Global 10 Global Global Steel Beam: # K-Factor 12 Kx Global Steel Brace: Ky Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Steel Code Check Criteria Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type Frame Type 03 Page 3/18 09/11/15 14:17:52 ,i, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # 19 20 Level: 3rd K-Factor Kx Ky Global Global Global Global Steel Column: # K-Factor Kx Ky 9 Global Global 10 Global Global Steel Beam: # K-Factor 12 Kx Global Ky Global Steel Brace: # K-Factor 19 20 Level: 2nd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 9 Global Global 10 Global Global Steel Beam: # K-Factor 12 Kx Global Ky Global Steel Brace: # K-Factor Kx 19 Global Ky Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Minor Global Unbraced Length Ly Global Steel Code Check Criteria Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type Frame Type 04 Page 4/18 09/ll/15 14:17:52 ,,, RAM # RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC K-Factor Unbraced Length Steel Code Check Criteria 20 Frame #3: Global Global Global Global Global Frame Type SCBF-V Level: Roof Steel Column: # K-Factor Kx Ky 9 Global Global 12 Global Global Steel Beam: # K-Factor 12 Kx Global Ky Global Steel Brace: # K-Factor 25 26 Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 16 Global Global 20 Global Global Steel Beam: # K-Factor 21 Kx Global Ky Global Steel Brace: # K-Factor 33 34 Kx Global Global Ky Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Global Global Ly Global Global Unbraced Length Lx Global Ly Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type Frame Type 05 Page 5/18 09/11115 14:17:52 ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Level: 3rd Steel Column: # K-Factor Kx Ky 16 Global Global 20 Global Global Steel Beam: # K-Factor Kx Ky 21 Global Global Steel Brace: # K-Factor Kx Ky 33 Global Global 34 Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 16 Global Global 20 Global Global Steel Beam: # K-Factor 21 Kx Global Ky Global Steel Brace: # K-Factor 33 34 Frame#4: Kx Global Global Ky Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Steel Code Check Criteria Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type Frame Type 06 Page 6/18 09/11/15 14:17:52 ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Level: Roof Steel Column: # K-Factor Kx Ky 20 Global Global 23 Global Global Steel Beam: # K-Factor 24 Kx Global Ky Global Steel Brace: # K-Factor 23 24 Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 30 Global Global 34 Global Global Steel Beam: # K-Factor Kx 37 Global Ky Global Steel Brace: # K-Factor 29 30 Level: 3rd Kx Global Global Steel Column: Ky Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Steel Code Check Criteria Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Global Ly Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V N Frame Type SCBF-V SCBF-V RBS SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type Frame Type 07 Page 7/18 09/11115 14:17:52 r11 RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor 30 34 Kx Global Global Steel Beam: Ky Global Global # K-Factor 37 Kx Global Ky Global Steel Brace: # K-Factor 27 28 Level: 2nd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 30 Global Global 34 Global Global Steel Beam: # K-Factor 37 Kx Global Ky Global Steel Brace: # K-Factor 29 30 Frame#S: Level: Roof Kx Global Global Steel Column: Ky Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Steel Code Check Criteria Unbraced Length Lx Global Global Ly Global Global Unbraced Length Lx Global Ly Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type Frame Type 08 Page 8118 09/11/15 14:17:52 ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor Kx Ky 15 16 Global Global Global Global Steel Beam: # K-Factor 19 Kx Global Ky Global Steel Brace: # K-Factor 17 18 Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 23 Global Global 24 Global Global Steel Beam: # K-Factor 29 Kx Global Ky Global Steel Brace: # K-Factor 21 22 Level: 3rd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 23 Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Steel Code Check Criteria Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Ly Global Lby Global Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type SCBF-V Frame Type Frame Type 09 Page 9/18 09/11115 14:17:52 ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # 24 K-Factor Global Global Steel Beam: # K-Factor 29 Kx Global Ky Global Steel Brace: # K-Factor 21 22 Level: 2nd Kx Global Global Steel Column: Ky Global Global # · K-Factor Kx Ky 23 Global Global 24 Global Global Steel Beam: # K-Factor 29 Kx Global Ky Global Steel Brace: # K-Factor 21 22 Frame#6: Level: Roof Kx Global Global Ky Global Global Steel Column: # K-Factor Kx Ky 27 Global Global 28 Global Global Flange Bracing Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Steel Code Check Criteria Unbraced Length Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Global Ly Global Global : Lby Global Global Frame Type SCBF-V RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type SCBF-V SCBF-V Frame Type Frame Type 010 Page 10118 09/11115 14:17:52 ry\1 1 ~~ RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Beam: # K-Factor 33 Kx Global Ky Global Steel Brace: # K-Factor 19 20 Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 38 Global Global 39 Global Global Steel Beam: # K-Factor 47 Kx Global Ky Global Steel Brace: # K-Factor 23 24 Level: 3rd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 38 Global Global 39 Global Global Steel Beam: Flange Bracing Major Global Minor Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Steel Code Check Criteria Lx Global Unbraced Length Ly Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Global Ly Global Global Lby Global Global N N RBS SCBF Frame Type SCBF-V SCBF-V RBS SCBF-V Frame Type SCBF-V SCBF-V Frame Type Frame Type 011 Page 11118 09/11/15 14:17:52 rll RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor 47 Kx Global Ky Global Steel Brace: # K-Factor 23 24 Level: 2nd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 38 Global Global 39 Global Global Steel Beam: # K-Factor 47 Kx Global Ky Global Steel Brace: # K-Factor 23 24 Frame #7: Level: Roof Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 31 Global Global 34 Global Global Steel Beam: Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Steel Code Check Criteria Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Global Ly Global Global Lby Global Global RBS N SCBF N Frame Type SCBF-V SCBF-V RBS SCBF-V Frame Type SCBF-V SCBF-V Frame Type Frame Type 012 Page 12/18 09111/15 14:17:52 ,,, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor 38 Kx Global Ky Global Steel Brace: # K-Factor 27 28 Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 44 Global Global 47 Global Global Steel Beam: # K-Factor 54 Kx Global Ky Global Steel Brace: # K-Factor 35 36 Level: 3rd Kx Global Global Ky Global Global Steel Column: # K-Factor Kx Ky 44 Global Global 47 Global Global Steel Beam: # K-Factor Kx Ky Flange Bracing Major Minor Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Steel Code Check Criteria Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Lby Global Global Lby RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type SCBF-V SCBF-V RBS Frame Type Frame Type Frame Type 013 Page 13/18 09/11115 14:17:52 r11 RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor 54 Global Global Steel Brace: # K-Factor Kx Ky 35 Global Global 36 Global Global Level: 2nd Steel Column: # K-Factor Kx Ky 44 Global Global 47 Global Global Steel Beam: # K-Factor 54 Kx Global Ky Global Steel Brace: # K-Factor 35 36 Frame#8: Level: Roof Kx Global Global Ky Global Global Steel Column: # K-Factor Kx Ky 39 Global Global 40 Global Global Steel Beam: # K-Factor Kx Ky Flange Bracing Global Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Minor Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Minor Steel Code Check Criteria Unbraced Length Global Global Global Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Lby Global Global Lby RBS N SCBF Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type SCBF-V SCBF-V RBS Frame Type Frame Type Frame Type 014 Page 14/18 09/11/15 14:17:52 r~1 RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor 47 Global Global Steel Brace: # K-Factor 21 22 Level: 4th Kx Global Global Ky Global Global Steel Column: # K-Factor Kx Ky 53 Global Global 54 Global Global Steel Beam: # K-Factor 65 Kx Global Ky Global Steel Brace: # K-Factor 25 26 Level: 3rd Kx Global Global Ky Global Global Steel Column: # 53 54 K-Factor Kx Ky Global Global Global Global Steel Beam: # K-Factor 65 Kx Global Ky Global Flange Bracing Global Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Minor Global Steel Code Check Criteria Unbraced Length Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Global Ly Global Global Unbraced Length Lx Global Ly Global Lby Global Global Lby Global N N RBS SCBF Frame Type SCBF-V SCBF-V RBS SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type Frame Type Frame Type 015 Page 15/18 09/11/15 14:17:52 I" 11 ~, RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Brace: # K-Factor 25 26 Level: 2nd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 53 Global Global 54 Global Global Steel Beam: # K-Factor 65 Kx Global Ky Global Steel Brace: # K-Factor 25 26 Frame #9: Level: 4th Kx Global Global Steel Column: Ky Global Global # K-Factor Kx 59 Global 62 Global Steel Beam: Ky Global Global # K-Factor 71 Kx Global Steel Brace: Ky Global Lx Global Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Minor Global I Steel Code Check Criteria Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Global Global Ly Global Global Unbraced Length Lx Global Ly Global Lby Global Global Lby Global Frame Type SCBF-V SCBF-V RBS N SCBF-V N Frame Type SCBF-V SCBF-V RBS SCBF Frame Type Frame Type 016 Page 16/18 09/11/15 14:17:52 ril RAM Frame 14.07.01.01 RAM DataBase: Villa 60-two story cross brace Building Code: IBC # K-Factor Kx Ky 39 Global Global 40 Global Global Level: 3rd Steel Column: # K-Factor Kx Ky 59 Global Global 62 Global Global Steel Beam: # K-Factor 71 Kx Global Ky Global Steel Brace: # K-Factor 39 40 Level: 2nd Kx Global Global Steel Column: Ky Global Global # K-Factor Kx Ky 59 Global Global 62 Global Global Steel Beam: # K-Factor 71 Kx Global Ky Global Steel Brace: # K-Factor 39 Kx Global Ky Global Unbraced Length Lx Ly Global Global Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Global Minor Global Unbraced Length Ly Global Global Flange Bracing Major Minor Global Global Global Global Flange Bracing Major Global Lx Global Minor Global Unbraced Length Ly Global Steel Code Check Criteria Frame Type Lby Global SCBF-V Global SCBF-V Unbraced Length Lx Ly Lby Global Global Global Global Global Global Unbraced Length Lx Ly Lby Global Global Global Frame Type Lby Global Global SCBF-V SCBF-V Unbraced Length Lx Ly Global Global Global Global Unbraced Length Lx Ly Global Global Lby Global Global Lby Global Frame Type Lby Global SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF-V Frame Type SCBF-V SCBF-V RBS N SCBF Frame Type Frame Type 017 Page 17/18 09111/15 14:17:52 ri, RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC K-Factor Unbraced Length Steel Code Check Criteria # 40 Global Global Global Global Global Frame Type SCBF-V JOINT CODE CHECK CRITERIA Material Properties Geometry Web plate Fy (ksi): Stiffner plate Fy (ksi): Maximum angle between a beam and column to assume the beam frames into column flange: One diagonal stiffener designed if the difference in beam depths at a joint is less than (in): Optimization Stiffners Optimize each stiffner at joint Minimum Thickness: Minimum Width: Thickness Increment (in): Width Increment (in): Clip (cope) dimension (in): Web Plates Maximum Thickness: Minimum Thickness (in): Thickness Increment (in): CJP groove weld plate to column. No web plate plug weld. 36.00 36.00 45.0 4.00 Per Code Max Beam Flange Width at Joint 0.125 0.125 0.750 Same as Column Web 0.250 0.125 018 Page 18/18 09!11/15 14:17:52 Load Combinations RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace LOAD COMBINATION CRITERIA: Roof Live Load: Notional Loads Live Load factor fl (0.5 or 1.0) Sds (for Ev) Omega_o LOAD CASE DEFINITIONS: Reducible Do Not Include in any Combinations 0.500 0.835 2.000 D Lp E1 E2 E3 E4 DeadLoad PosLiveLoad Seismic Seismic Seismic Seismic RAMUSER RAMUSER EQ_ASCE710_X_ +E_F EQ_ASCE710_X_-E_F EQ_ASCE710_Y_+E_F EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 I ASCE 7-10 LRFD * 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 * 1.367 D + 0.500 Lp + 2.000 E4 5 * 1.367 D + 0.500 Lp-2.000 E1 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 * 1.367 D + 2.000 El 10 * 1.367 D + 2.000 E2 11 * 1.367 D + 2.000 E3 12 * 1.367 D + 2.000 E4 13 * 1.367 D -2.000 El 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 E1 18 * 0.733 D + 2.000 E2 19 * 0.733 D + 2.000 E3 20 * 0.733 D + 2.000 E4 21 * 0.733 D-2.000 E1 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 P1 09/11/15 14:17:52 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. Seismic Provisions Member Code Check Summary Q1 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC 09/11/1514:17:52 Steel Code: AISC341-1 0 -LRFD Frame#!: 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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 D1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story: 4th Brace: 37 Type: Special Concentric Brace Fnnme -Chevron Size:HSS3X3Xll4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story: 4th Size:HSS3X3Xl/4 Brace: 38 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 3 Type: Special Concentric Brace Frame -Chevron _ _j Seismic Provisions Member Code Check Summary Q2 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 2/34 09/11/1514:17:52 Steel Code: AISC341-10-LRFD Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.l Highly Ductile)---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 5 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Size:HSS3X3Xl/4 Brace: 37 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron 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: 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.l Highly Ductile)---OK F2.5b(l) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 3 Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q3 ,~, RAM RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 3/34 09/11/1514:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (D 1.1 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 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: 5 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: 2nd Size:HSS3X3Xl/4 Brace: 37 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line ofbracing Story:2nd Brace: 38 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members---OK F2.5a Basic Requirements (Dl.l Highly Ductile)---OK F2.5b(1) Slenderness---OK Seismic Provisions Member Code Check Summary Q4 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 4/34 09/11/15 14:17:52 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 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: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 (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Size:HSS3X3Xl/4 Brace: 15 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Size:HSS3X3Xl/4 Brace: 16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 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 r ~ Seismic Provisions Member Code Check Summarv 1 ~ RAM Frame 14.07.01.01 QS Page 5/34 09/11/15 14:17:52 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Code: AISC341-10-LRFD Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line ofbracing Story: 4th Brace: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distrib.ution ---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 9 Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron l i Seismic Provisions Member Code Check Summarv Q6 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 6/34 09/11/15 14:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (Dl.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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 ofbracing 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 (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK Criteria 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 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line ofbracing Story:2nd 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 (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Seismic Provisions Member Code Check Summary Q7 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 7/34 09/11/1514:17:52 Steel Code: AISC341-l 0 -LRFD Story:2nd Column: 10 Type: Special Concentric Brace Fll'ame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Colunm Splices F2.5a Basic Requirements (D 1.1 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:HSS6X5Xl/2 Fy (ksi): 46.00 F2.4b V-and Inverted V-Braced Frames---Additional Check Required F2.5a Basic Requirements (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 19 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 (D 1.1 Highly Ductile) ---OK F2.5b(l) 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(1) Slenderness---OK Seismic Provisions Member Code Check Summary Q8 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 8/34 09/11115 14:17:52 Steel Code: AISC341-10-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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.l Highly Ductile)---OK Criteria Use frame numbers to designate a single line ofbracing 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 ofbracing , Story: Roof 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: Roof 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.l 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 (D 1.1 Highly Ductile) ---OK 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 Seismic Provisions Member Code Check Summarv Q9 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 9/34 09/ll/15 14:17:52 Steel Code: AISC341-10-LRFD 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 (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 20 Type: Special Concentric Brace Fll'ame -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 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story:4th Size:HSS3X3Xl/4 Brace: 33 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron 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 Size:HSS3X3Xl/4 Brace: 34 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 16 Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---01:_ D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron r;, \1 Seismic Provisions Member Code Check Summarv i ~ RAM Frame 14.07.01.01 Q10 Page 10/34 09/11/1514:17:52 RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (D 1.1 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.l 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 (Dl.l Moderately Ductile)---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Size:HSS3X3X1/4 Brace: 33 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 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 (D 1.1 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 ofbracing Seismic Provisions Member Code Check Summary Q11 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 11134 09/11115 14:17:52 ' Steel Code: AISC341-10-LRFD Story:2nd 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 F2.5 a Basic Requirements (D 1.1 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS3X3Xl/4 Brace: 34 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK I ' Seismic Provisions Member Code Check Summary Q12 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 12/34 09/11115 14:17:52 Steel Code: AISC341-10-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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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.l 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing 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 ---Oh. F2.5a Basic Requirements (Dl.l 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:HSS3X3Xl/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 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 RAM Frame 14.07.01.01 Q13 Page 13/34 09/11/15 14:17:52 ! DataBase: Villa 60-two story cross brace Building Code: IBC Steel Code: AISC341-10-LRFD Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices-Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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---Additional Check Required F2.5a Basic Requirements (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 36.00 F2.4a Latera] Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members---OK F2.5a Basic Requirements (Dl.l Highly Ductile)---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 30 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 r Seismic Provisions Member Code Check Summary Q14 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 14/34 09/11/15 14:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (D 1.1 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (Dl.l Moderately Ductile)---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Size:HSS3X3Xl/4 Brace: 27 Fy (ksi): 36.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 28 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 36.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Seismic Provisions Member Code Check Summarv Q15 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 15/34 09/11115 14:17:52 Steel Code: AISC341-10-LRFD Story:2nd Column: 34 Type: Special Concentric Brace Fmme -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1. 4a Required Strength ---0 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: 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 (D 1.1 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 (Dl.l Highly Ductile)---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS4X4X3/8 Brace:30 Fy (ksi): 36.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Seismic Provisions Member Code Check Summary Q16 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 16/34 09/11/1514:17:52 Steel Code: AISC341-10-LRFD Frame#S: Criteria Use frame numbers to designate a single line of bracing Story: Roof Column: 15 Type: Special Concentric Brace Frame -Chevron Size:HSS9XSX5/8 Fy (ksi): 46.00 Dl.4a Required Strength---OK D2.5b Column Splices-Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.l 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:HSS9XSX5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (Dl.l Highly Ductile)---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 19 Type: Special Concentrically Braced Frame Size:HSS6XSX3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story:Roof Size:HSS3X3Xl/4 Brace: 17 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Size:HSS3X3X1/4 Brace: 18 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Column: 23 Type: Special Concentric Brace Frame -Chevron r~\1 Seismic Provisions Member Code Check Summary ~ ~ RAM Frame 14.07.01.01 Q17 Page 17/34 09/11/15 14:17:52 I RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Code: AISC341-10-LRFD Size:HSS9XSXS/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.l 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:HSS9XSXS/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 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story:4th Beam: 29 Type: Special Concentric Brace Frame -Chevron Size:HSS6XSX3/8 Fy (ksi): 46.00 F2.4b V-and Inverted V-Braced Frames---Additional Check Required F2.5a Basic Requirements (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 23 Size:HSS9XSXS/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron ,-- r I Seismic Provisions Member Code Check Summarv Q18 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 18/34 09/11115 14:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (Dl.l 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 D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story:3rd Beam: 29 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 Size:HSS3X3X5/16 Brace: 21 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 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.l Highly Ductile)---OK F2.5b(1) Slenderness---OK 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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Seismic Provisions Member Code Check Summary Q19 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 19/34 09/11/15 14:17:52 Steel Code: AISC341-10-LRFD Story:2nd 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 (D 1.1 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 Check Required F2.5a Basic Requirements (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS3X3X5/16 Brace: 21 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F.2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS3X3X5/16 Brace: 22 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK I i Seismic Provisions Member Code Check Summarv Q20 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 20/34 09/11115 14:17:52 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story:Roof Beam: 33 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:Roof Size:HSS3X3X1/4 Brace: 19 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line ofbracing Story: Roof Brace: 20 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story: 4th Column: 38 Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q21 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 21/34 09/11/15 14:17:52 Steel Code: AISC341-10-LRFD 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.l 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (Dl.l Highly Ductile)---OK F2.5b(1) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story: 4th Size:HSS3X3Xl/4 Brace: 24 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b( I) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 38 Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q22 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 22/34 09/1111514:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (Dl.l Highly Ductile)---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 39 Type: Special Concentric Brace Frame -CIIIevron 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 (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 23 Type: Special Concentric Brace Frame -CIIIevron Size:HSS3X3X5/16 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 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 (D 1.1 Highly Ductile) ---OK F2.5b(1) 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing ,,... Seismic Provisions Member Code Check Summarv ~ ~ ~ RAM Frame 14.07.01.01 Q23 Page 23/34 09/11/1514:17:52 I. RAM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Code: AISC341-10-LRFD Story:2nd Column: 39 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS3X3X5/16 Brace: 23 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS3X3X5/16 Brace: 24 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Seismic Provisions Member Code Check Summary Q24 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 24/34 09/1111514:17:52 Steel Code: AISC341-1 0 -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:HSS9XSX5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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:HSS9XSX5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Beam: 38 Type: Special Concentrically Braced Frame Size:HSS6XSX3/8 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: Roof Brace: 27 Type: Special Concentric Brace Frame -Clilevron Size:HSS3X3X1/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Size:HSS3X3X1/4 Brace: 28 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line ofbracing Story: 4th Column: 44 Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q25 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 25/34 09/11/1514:17:52 I Steel Code: AISC341-10-LRFD 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 1.1 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 (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line ofbracing Story: 4th Brace: 36 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 44 Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q26 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 26/34 09/1111514:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (D 1.1 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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Size:HSS3X3Xl/4 Brace: 35 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 36 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5 a Basic Requirements (D 1.1 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 (D1.1 Highly Ductile)---OK Criteria Use frame numbers to designate a single line ofbracing Seismic Provisions Member Code Check Summarv Q27 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 27/34 09/11115 14:17:52 I Steel Code: AISC341-10-LRFD Story:2nd Column: 47 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (Dl.l Highly Ductile)---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Brace: 36 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK ; I Seismic Provisions Member Code Check Summary Q28 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 28/34 09/1111514:17:52 Steel Code: AISC341-1 0 -LRFD Frame#S: 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 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 D 1.4a 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 ofbracing Story:Roof Beam: 47 Type: Special Concentrically Braced Frame Size:HSS6X5X3/8 Fy (ksi): 46.00 F2.5a Basic Requirements (Dl.l Moderately Ductile)---OK Criteria Use frame numbers to designate a single line ofbracing Story:Roof 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 (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:Roof Size:HSS3X3X1/4 Brace: 22 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 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 r•· \t Seismic Provisions Member Code Check Summary i ~ RAM Frame 14.07.01.01 Q29 Page 29/34 09/11/15 14:17:52 ' UM DataBase: Villa 60-two story cross brace Building Code: IBC Steel Code: AISC341-1 0 -LRFD 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.l 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 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story: 4th Beam: 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution ---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (Dl.l 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 53 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 Seismic Provisions Member Code Check Summary Q30 RAM Frame 14.07.01.01 DataBase: Villa 60-two stocy cross brace Building Code: IBC Page 30/34 09/11/15 14:17:52 Steel Code: AISC341-10-LRFD F2.5a Basic Requirements (D 1.1 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: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: 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 ofbracing 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 (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Size:HSS3X3X5116 Brace: 26 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5 a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Seismic Provisions Member Code Check Summary Q31 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 31134 09/11/15 14:17:52 Steel Code: AISC341-10-LRFD Story:2nd Column: 54 Type: Special Concentric Brace FJrame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 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:HSS4X4X5116 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 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 F2.5 a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Seismic Provisions Member Code Check Summary Q32 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 32/34 09/11/15 14:17:52 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 D 1.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing Story: 4th Beam: 71 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: 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 (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:4th Size:HSS3X3Xl/4 Brace: 40 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Column: 59 Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summary Q33 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 33/34 09/1111514:17:52 Steel Code: AISC341-10-LRFD 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 (D 1.1 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 Dl.4a Required Strength---OK D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK Criteria Use frame numbers to designate a single line ofbracing 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 (D 1.1 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:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness---OK Criteria Use frame numbers to designate a single line of bracing Story:3rd Brace: 40 Type: Special Concentric Brace Frame -Chevron Size:HSS3X3Xl/4 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---bK F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Column: 59 Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1.4a Required Strength ---OK D2.5b Column Splices -Required Strength F2.6d Column Splices Type: Special Concentric Brace Frame -Chevron Seismic Provisions Member Code Check Summarv Q34 RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC Page 34/34 09/11/15 14:17:52 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:2nd Column: 62 Type: Special Concentric Brace Frame -Chevron Size:HSS9X5X5/8 Fy (ksi): 46.00 D 1. 4a Required Strength ---0 K D2.5b Column Splices -Required Strength F2.6d Column Splices F2.5a Basic Requirements (D 1.1 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 (D 1.1 Moderately Ductile) ---OK Criteria Use frame numbers to designate a single line of bracing Story:2nd Size:HSS3X3Xl/4 Brace: 39 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---OK F2.5 Bracing Members ---OK Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(l) Slenderness ---OK Criteria Use frame numbers to designate a single line ofbracing Story:2nd Size:HSS3X3Xl/4 Brace: 40 Fy (ksi): 46.00 F2.4a Lateral Force Distribution---Oh. F2.5 Bracing Members ---Oh. Type: Special Concentric Brace Frame -Chevron F2.5a Basic Requirements (D 1.1 Highly Ductile) ---OK F2.5b(1) Slenderness---OK Frame Reaction Envelope RAM Frame 14.07.01.01 DataBase: Villa 60-two story cross brace Building Code: IBC CRITERIA: Rigid End Zones: Member Force Output: P-Delta: Yes Ground Level: Base Mesh Criteria : Ignore Effects At Face of Joint Scale Factor: 1.00 Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in): 0.0100 Geometry Tolerance (in) : 0.0050 Wails Out-of-plane Stiffuess Not Included in Analysis. Use Reduced Stiffuess for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-W all Locations Eigenvalue Analysis : Eigen Vectors LOAD COMBINATION CRITERIA: Roof Live Load: Reducible 'tb = 1.00 Notional Loads Live Load factor fl (0.5 or 1.0) Sds (for Ev) Do Not Include in any Combinations 0.500 0.835 Omega_o 2.000 LOAD CASE DEFINITIONS: D Lp E1 E2 E3 E4 DeadLoad PosLiveLoad Seismic Seismic Seismic Seismic RAMUSER RAMUSER EQ_ASCE710_X_+E_F EQ_ASCE710_X_-E_F EQ_ASCE710_Y_ +E_F EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 I 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 * 1.367 D + 0.500 Lp + 2.000 E4 5 * 1.367 D + 0.500 Lp-2.000 E1 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 * 1.367 D + 2.000 E1 10 * 1.367 D + 2.000 E2 11 * 1.367 D + 2.000 E3 12 * 1.367 D + 2.000 E4 13 * 1.367 D-2.000 E1 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 E1 18 * 0.733 D + 2.000 E2 19 * 0.733 D + 2.000 E3 20 * 0. 733 D + 2.000 E4 21 * 0.733 D-2.000 E1 22 * 0.733 D-2.000 E2 23 * 0. 733 D -2.000 E3 24 * 0.733 D-2.000 E4 R1 09/11/15 14:17:52 ,,, Frame Reaction Envelope R2 RAM Frame 14.07.01.01 Page 2/4 RAM DataBase: Villa 60-two story cross brace 09/11115 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#l: 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 22 Min: -0.12 -0.57 -255.98 0.00 0.00 -0.36 LC: 21 24 17 1 2 86 Max: 57.59 0.17 3.61 1.56 1.82 0.02 LC: 21 8 3 20 5 22 Min: -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 Min: -0.23 -0.56 -258.90 0.00 0.00 -0.36 LC: 5 24 21 1 2 Frame#2: Node Rx Ry Rz 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 Min: -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 Min: -0.05 -70.99 -441.54 -3.78 -2.78 -1.12 LC: 6 4 24 8 2 2 Frame#3: Node Rx Ry Rz 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 Min: -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 Min: -30.81 -0.47 -316.23 -0.71 -1.67 -0.40 LC: 2 24 22 8 2 2 Frame#4: Node Rx Ry Rz 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 ,,, Frame Reaction Envelope R3 RAM Frame 14.07.01.01 Page 3/4 RAM DataBase: Villa 60-two story cross brace 09/11115 14:17:52 Building Code: IBC Node Rx Ry Rz Mxx Myy Tzz Min: -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 3 5 20 Min: -85.74 -0.21 -436.85 -2.18 -4.39 -0.69 LC: 1 8 21 23 17 8 Frame#S: 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 Min: -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 Min: -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 Min: -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 Min: -0.23 -45.16 -342.56 -1.30 -1.07 -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 Min: -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 Min: -30.81 -0.42 -315.08 -0.77 -1.67 -0.34 LC: 2 7 22 23 18 2 Frame#8: Node Rx 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 Min: -0.05 -69.33 -441.55 -3.77 -2.87 -0.49 LC: 6 19 19 23 2 21 ,,, Frame Reaction Envelope R4 RAM Frame 14.07.01.01 Page 4/4 UM DataBase: Villa 60-two story cross brace 09/11/15 14:17:52 Building Code: IBC Node Rx Ry Rz Mxx Myy Tzz 101 Max: 0.05 69.33 462.72 3.77 2.78 1.12 LC: 18 23 3 19 22 22 Min: -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 22 Min: -0.12 -0.56 -258.90 0.00 0.00 -0.36 LC: 21 7 17 1 2 103 Max: 58.33 0.17 3.61 1.57 1.82 0.02 LC: 5 23 1 3 21 22 Min: -57.59 -0.17 0.93 -1.57 -1.82 -0.02 LC: 17 3 17 23 2 104 Max: 0.12 0.57 277.74 0.00 0.00 0.36 LC: 17 19 1 1 22 Min: -0.23 -0.57 -255.98 0.00 0.00 -0.36 LC: 5 7 21 2 51 DATE j/3./15" SHEET _____ _ ENGR ;:r, 0, JOB NO ________ _ PROJECT Vu..LA 6o ENGINEERED TO EXCEED EXPECTATIONS o, L s: tlS Te.. w'rc ..::::. Fp>( £:... o. !f. .s:'j;>s. re.. Wp-x $:';;,.;. = o.7J6 Ie. =-f~O F1 = '!YJ. 3. lt-rp &. ~f 13 v~ -o (c,f @., LfH,.. t/7. &-~~~ @., 3~ 2-D/-o fc.,p @ z..v..o.( {A)r --zv.~> ~t-•r @ P-rof -3B-J (?i'f 4J.l... $8-) /?t-p @. 3 ro( .3~1 b·r @.. ~ .:. ( ::rf!:./z¥6) v/f'< = o.2W Wpx :: (sf5t8o}lc'2ff6+3?J) · Vpx = r/, Wpx ( -sj3. +13::> + t7l<S J1 & 1/b+ :!.8-f + 3..&)) · >< = o. 3o 6 w'f x (:r-J-3.4(3o-t rr7.~f zafjr7Jf6-t-3~r+ j;~l+ :SP;j) • wfx = o, s6 Y! l1/px L:> ~A.S:L v.$t2'" Wp>r t:wL-k~ r>A. ~ tJ, := a. 1:3~ V,.. , S ~up -to du(t'- c~, ~ C<:J.L.t..~. P. z)f/ / t:J. f:;;. 3:. = o. 2-1~ /o.t$ S. "" /.6oz_ <:?, ;;.,o6 jo, 13.5 "'- &. ~tfi/ CJ.(].j ""- Project: Job#: Villa 60 11132A.10 Date: 10/5/2015 Engineer: JD Diaphragm Shear.xlsx Diaphragm Shear (2013 CBC) Seale Factors rho Governing factor (rho X diaph or omega X Cs) Roof 1812 1 2 4th 1.602 2 /Loads based on Ram, E, I 3rd 2.301 2.301 See sheets Hl-Hll 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 (l.OE) F4 (max) 30.8 21.2 4.9 2.2 18.5 18.S 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 7.1 3.2 16.8 16.8 7.1 19.3 39.4 (l.OE) F3 (diaph) 18.1 12.8 7.2 10.8 10.6 10.5 7.2 12.6 18.1 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 - Distribute Length FT L (4th) 30 35 20 30 30 30 20 35 30 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 (1.0E) 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 483 235 142 826 40 38 144 239 483 Frame# 1 2 3 4 5 6 7 8 Roof -6 7 11 6 6 7 6 Collect Length FT 4th 22 19 7 11 19 19 7 19 3rd 22 22 12 11 22 22 12 22 2nd 22 22 12 26 22 22 12 22 Roof -7.4 8.1 13.6 6.6 6.6 8.1 7.4 Strap Tension K 4th 31.6 16.1 2.4 1.1 16.4 16.4 2.4 16.2 3rd 14.5 12.4 2.8 3.8 12.0 11.9 2.8 12.2 2nd 16.6 11.4 2.4 29.6 1.9 1.8 2.4 11.6 Drags along bearing walls lines; ledger drag capacity per detail 12/S7 .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 CMST12 = 9.2 kips/strap, 18.9 kips/ 2 straps, 27.6 kips/3 straps. See 9/51.2 for schedule 9 - 22 22 22 - 31.6 14.5 16.6 T1 DATE _ _.9:.._:1:..._Lft......L..:./1.::::'.5;.___ SHEET _____ _ ENGR ...J, D JOB NO _________ __ PROJECT ~ 6o ENGINEERED TO EXCEED EXPECTATIONS I T .a., ... ( riot~)( tf, ) (f"L) 4~ I S4:. =-( 1 I>::> ) ( ?o-JJ-f+-) ( 2) = 5o 6 oo I b .=-(o. r ){ 7 ) (1:5) I b -:::: Co.J) { S,;J,O,J;;> rs.-)( :r M .. HA:) -t;-~'ef""" 0. 2Z. 1\A U1 DATE 9 /11/1~ SHEET _____ _ ENGR .::[ !1), PROJECT l/i 4.1-\ 6o ENGINEERED TO EXCEED EXPECTATIONS .sa;a7=-Co~ ANCHC~'& cJ~ ~ up-t'(t F PAW\ Tv. "'" 41.1-&-/L•]' (..Q.,. E. ~cd ) ¢~ ::(o,J )1/-.s 7 44-8-/Cir ,;>. raJ> (As> c ~ /£-s.!) A.retJ = ~.?6 lk l- iM-e ( .¥) f Ylf'.,. :p..oD As.~ta(IA::.. "7 A:s-.~1-..,.A_ o-k. JOB NO ____ _ r £,VVVS.+ ~ ~ =-I' )L ~{, fe'-=-3"'-» psi, fXs = ZD, b:. =-Q2+ 17 + L+o+ q...:y x 2 ~ 222...'"'· a.{ =-4o ,v. ( 2 + 4) C1) ( rl3i:UJ p.sr )(z:t.l.tlt\) C 4o 1\A) -=-;;..jt g. ~ )"· ("'I I I ( 2-V :Z':'! -t 2) ( 1) (J'3oo.::> ps:t ) (22-2-1V.) ( l{.o 1\t.)::::. 2.72s ~,. ,," (4)( I)(~~~ ) (22.)..1~)(4<? 1\A) = tf'f/:. r- V1 Project: Villa 60 Job#: 11132A.10 Date: 9/11/15 Engineer: JD 619.299.5550 Grade Beams.xlsx Grade Beams-Stability Analysis and Soil Bearing (2013 CBC) CASE 1 Frame# 1&9 2&8 3&7 5&6 4 Fr (max) -17.6 16.6 26.4 15.6 Seismic Force (l.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 69.6 30.7 85.0 43.9 P1 (kips) 2.91 6.97 0.74 7.45 3.07 Dead Load (l.OD) P2 (kips) 7.24 6.97 2.35 . 7.45 3.07 PFTG (kips) 63.0 81.9 66.2 81.9 78.8 PsLAB (kips) 12.5 16.3 13.1 16.3 15.6 LFTG (ft) 40 52 42 52 so WFTG (ft) 3 3 3 3 3 Footing Dimensions tFTG (ft) 3.5 3.5 3.5 3.5 3.5 L1 (ft) 15 21 17 21 20 Lframe (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 CASE2 Frame# 1&9 2&8 3&7 5&6 4 Fr (max) -17.6 16.6 26.4 15.6 Seismic Force (l.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 69.6 30.7 85.0 43.9 P1 (kips) 7.24 6.97 2.35 7.45 3.07 Dead Load (1.0D) P2 (kips) 2.91 6.97 0.74 7.45 3.07 PFTG (kips) 63.0 81.9 66.2 81.9 78.8 PsLAB (kips) 12.5 16.3 13.1 16.3 15.6 LFTG (ft) 40 52 42 52 50 WFTG (ft) 3 3 3 3 3 Footing Dimensions tFTG (ft) 3.5 3.5 3.5 3.5 3.5 L1 (ft) 15 21 17 21 20 Lrrame (ft) 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 GEOTECHNICAL INVESTIGATION Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase ll Carlsbad, California Prepared For: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Prepared By: MTGL, Inc. 6295 Ferris Square, Suite C San Diego, California 92121 Project No. 1916-A08 Log No. 11-1409 )ffice Locations lrange County :orporate Branch: 992 E. La Palma Avenue luite A .naheim, CA 92806 el: 714.632.2999 ax: 714.632.297 4 :an Diego mperial County ·295 Ferris Square :uite C :an D1ego, CA 92121 et: 858.537.3999 ax 858.537.3990 nland Empire 4467 Meridian Parkway luilding 2A liverside, CA 92518 ·el: 951.653.4999 ax: 951.653.4666 ndio :4917 Goif Center Parkway iuite 1 ndio, CA 92201 ·et: 760.342.4677 'ax: 760.342.4525 lC/LA/lnland Empire lispalch 100.491.2990 ian Oiego Dispatch 188.844.5060 November 4, 20 ll Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Attention: SUBJECT: Mr. Bruce Zelenka Geotechnical Investigation Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase II Carlsbad, California Dear Mr. Zelenka: Project No. 19l6-A08 Log No. 11-1409 In accordance with your request and authorization we have completed a geotechnical investigation at the site for a proposed Sales, Activity and Fitness Buildings including two Swimming Pools at the Carlsbad Ranch, Planning Area 5, MarBrisa Phase II in Carlsbad, CA. We are pleased to present the following report with our conclusions and recommendations. The site for proposed development is located inside the MarBrisa Resort that was previously graded with an elevated pad on the east corner with tennis court. Our report concludes that the proposed improvement and addition would be feasible provided the recommendations presented are incorporated into the plans and specifications. Details related to seismicity, geologic conditions, foundation design, and constmction considerations are included in subsequent sections of this report. We look forward to providing additional consulting services during the planning and construction of the project. Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, (:A__~~~~-~~-------~----- Project No. 1916-A08 -~---------·---~-------------·-···---~···---------~ Lo~t No. ll-14_Q_2 If you have any questions regarding our report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. Respectfully submitted, MTGL, Inc. Senior Engineer .I M.B. (Ben) Lo, RGE Chief Geotechnical Engineer t1 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA TABLE OF CONTENTS Project No. 1916-A08 Log No. 11-1409 INTRODUCTION ..................................................................................................................................... 1 PROPOSED CONSTRUCTION ............................................................................................................. I SCOPE ........................................................................................................................................................ l SITE DESCRIP'fiON ·································•e••·························································································· 2 FIELD EXPLO RA TI 0 N ......................................................................................................................... 2 LAB ORA TORY TESTING ...................................................................................................................... 3 GEOLOGY ................................................................................................................................................. 3 REGIONAL GEOLOGY ................................................................................................................................ 3 LOCAL GEOLOGY ...................................................................................................................................... 4 SITE GEOLOGIC CONDffiONS ..................................................................................................................... 4 Fill ......................................................................................................................................................... 4 Terrace Deposit. ..................................................................................................................................... 5 GROUNDWATER ......................................................................................................................................... 5 DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS .............................................................. S FAULTING AND SEISMICITY ....................................................................................................................... 5 LIQUEFACTION POTENTIAL ....................................................................................................................... 6 LANDSLIDE, MUD FLOW AND FLOODING ................................................................................................... 6 GROUND RUPTURE 0 ................................................................................................................................ 6 SEISMIC SETILEMENT ............................................................................................................................... 6 LATERAL SPREADING ................................................................................................................................ 7 TSUNAMIS AND SEICHES ........................................................................................................................... 7 SEISMIC DESIGN PARAMETERS ................................................................................................................. 7 SUMMARY AND CONCLUSIONS ....................................................................................................... 8 GENERAL CONSIDERATIONS ..................................................................................................................... 8 EXCAVATION CHARACTERISTICS .............................................................................................................. 8 CUT!FlLL TRANSffiON CONDffiONS ......................................................................................................... 8 EXPANSION POTENTIAL ............................................................................................................................ 8 CORROSIVITY ............................................................................................................................................ 8 RECOMMEMDATIONS ......................................................................................................................... 9 GENERAL .................................................................................................................................................. 9 SITE GRADING RECOMMENDATIONS ......................................................................................................... 9 Site Preparation ..................................................................................................................................... 9 Temporary Excavation ......................................................................................................................... 9 Site Grading ........................................................................................................................................ lO lll Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA Project No. 1916-AOS LogNo.ll-1409 General Compaction Standard ........................................................................................................... 11 Itnport Fill Material ............................................................................................................................ 11 FOUNDATION ........................................................................................................................................... 11 LATERAL RESISTANCE ................................ ············ ................................ ··················· ..... ················ ........ 12 SETTLEMENT ........................................................................................................................................... 12 INTERIOR SLAB-0N-GRADE .................................................................................................................... l2 EXTERIOR CONCRETE SLABIFLA1WORK ................................................................................................. 13 RETAINING WALL··································································································································· 13 PRELIMINARY PAVEMENT ................... ··················· ................................................................................ 14 CONSTRUCTION CONSIDERATIONS .......................................................................................................... 15 Moisture Sensitive Soils/Weather Related Concerns ........................................................................ 15 Drainage and Groundwater Considerations ....................................................................................... 16 Excavations ......................................................................................................................................... 16 Utility Trenches .................................................................................................................................. 17 Srrn DRAINAGE ....................................................................................................................................... 17 PLAN REVIEW ......................................................................................................................................... 17 GEOTECHNICAL 0BSERV A TION!TESTING ................................................................... "" .......................... 17 LIMITATIONS ····~~~··········.,····················<11······································································~····························18 Figure 1 -Site Location Map Figure 2 -Boring Location Plan Appendix A -References Appendix B -Field Exploration Program Appendix C -Laboratory Testing Procedures Appendix D-Engineering Analysis Appendix E -General Earthwork and Grading Specifications iv Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA INTRODUCTION Project No. 1916-AOS Log No. 11-1409 In accordance with your request and authorization, MTGL, Inc. has completed a geotechnical investigation for the subject site. The following report presents our findings, conclusions and recommendations based on the results of our investigation, laboratory testing and engineering review. PROPOSED CONSTRUCTION A sales building of two to three-story with basement is planned on elevated pad with existing tennis court. Planned grading for the basement level consists of the removal of approximately 12 feet of the existing soil. In addition, site grading is to include the re-construction of the elevated pad slopes to enlarge the existing pad area. The activity and fitness buildings including associated two swimming pools are to be constructed west of the sales building. It is our understanding that the activity and fitness buildings are to include a basement leveL Additional related improvements include paved driveway and parking, flatworks, and underground utilities. Future thirteen two-to three-story villas with paved parking are planned around the swimming pools. SCOPE The scope of our Geotechnical services included the following: • Geotechnical investigation consisting of drilling six borings to explore subsurface conditions and to obtain samples for laboratory testing. (See Geotechnical Boring Location Plan, Figure 2, for the location of borings, and Appendix B, Field Investigation, for boring logs). • Laboratory testing of samples (See Appendix C). • Geotechnical engineering review of data and engineering recommendations. • Preparation of this report summarizing our findings and presenting our conclusions and recommendations for the proposed construction. Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA SITE DESCRIPTION Project No. l916-A08 Log No. 11-1409 The project site is located on the northwestern portion of the existing MarBrisa Resort on Grand Pacific Drive south of Canon Road in Carlsbad, CA. Existing development at the MarBrisa Resort includes a hotel building, resort conference facility building, restaurant building, sales building, villas, paved driveway and parking, and associated retaining walls and landscaping. Mass grading for the entire MarBrisa Resort including the project site under this investigation was performed in 2005 and 2006 under the observation and testing of Leighton and Associates, Inc. The sales building site located on the southeast comer is elevated with a ground elevation of approximately 215 feet. The site for the planned activity and fitness building including two swimming pools and future villas are located on the gently slopes down to the west with elevation ranging from 198 feet to 186 feet. Currently this area is tilled with partial plants within the southeast. Numerous shallow underground water lines exist on the entire lot for irrigation purposes. The As-Graded Report by Leighton and Associates, Inc. dated August 2, 2006 reveals the tennis court area is mantled by approximately 14 to 18 feet of documented fill. The other area of the site is mantled by varying thickness of documented fill ranging from 2 to 13 feet. Expansive clayey soil was buried at the time of mass grading within the future planned parking lots. FIELD EXPLORATION The subsurface conditions at the project site were explored with six test borings. Two of the borings were drilled within the pool area and four of the borings were drilled within the sales building location. The approximate boring locations are shown on the Boring Location Plan (Figure 2). All borings were advanced with a truck mounted drill rig equipped with an 8" diameter hollow stem auger. The borings were drilled to a depth of between 20 and 50 feet below existing site grades. Samples were obtained with the Standard Penetration Test (SPT) and CAL Sampler for geotechnical testing. See Appendix B for further discussion of the field exploration including logs of test borings. 2 Sales, Activity & Fitness Buildings MarBrisa Resort Carlsbad CA LABORATORY TESTING Project No. l916-A08 Log No. 11-1409 The laboratory testing included moisture content of the disturbed and undisturbed samples. The maximum density was determined on selected samples of the near surface soils for compaction and shrinkage calculations. Direct shear and consolidation testing were accomplished for foundation bearing determinations. Soluble sulfates were determined on selected on-site soil samples to determine its degradation on concrete structure. Resistivity and pH testing were performed on representative soil for corrosion potential of buried metals. Index testing including sieve analysis and expansion index were performed on selected soil samples. R-value testing was performed for pavement design analysis. The results and expanded explanation of laboratory testing are presented in Appendix C. GEOLOGY Regional Geology The site lies within the Peninsular Ranges province of Southern California. The Peninsular Ranges are a group of mountain ranges, in the Pacific Coast Ranges, which stretch 1500 km from southern California in the United States to the southern tip of Mexico's Baja California peninsula. They are part of the North American Coast Ranges that run along the Pacific coast from Alaska to Mexico. Elevations range from 500 ft to 11,500 ft. Rocks in the ranges are dominated by Mesozoic granitic rocks, derived from the same massive batholith which forms the core of the Sierra Nevada Mountains in California. They are part of a geologic province known as the Salinian Block which broke off the North American Plate as the San Andreas Fault and Gulf of California came into being. According to Kennedy (1975), the Peninsular Ranges province includes two principal rock units. The underlying basement rocks include igneous and metamorphic rocks and the overlying rock units include sedimentary rocks of a variety types. The basement rocks are structurally complex, metamorphosed volcanics and volcaniclastic rocks and intrusive rocks related in part to emplacement of the Cretaceous age southern California batholith which forms the backbone of the Peninsular Ranges province. The overlying sedimentary rocks were deposited on a high relief surface. Most of the overlying sedimentary rocks are Upper Cretaceous age strata of 3 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. 1916-A08 Log No. 11-1409 marine, lagoonal, and nonmarine origin related to two major transgressive and regressive depositional episodes. The geologic structure of southern California is dominated by right-lateral strike-slip faulting with the movement of two tectonic plates. The San Andreas fault system marks the principal boundary between the Pacific plate and the North American plate. Additional faults that affect the geologic structure of the project vicinity include the Elsinore-Julian Fault and the Rose Canyon Fault. Local Geology The project site is located within a developed area with documented fill. Based upon available geologic map (Tan and Kennedy, 1996, Oceanside, San Luis Rey and San Marcos 7.5' Quadrangles), the underlying natural soil at the site consists of the Pleistocene-aged Terrace deposits. The Terrace deposits are composed of reddish-brown, poorly bedded, poorly-to moderately-indurated sandstone, siltstone and conglomerate. This unit was encountered in all borings below the fill at approximate depth of between 8 and 18 feet below existing site grades. Site Geologic Conditions A brief discussion of the earth materials encountered in the borings is presented in the following sections. Refer to the borings logs in the Appendix B for a more detailed description of these materials. Documented fill material was encountered in all borings ranging in thickness between 7 and 18 feet from the surface. The encountered fill generally consists of brown to orange-brown silty sand, which was generally moist and medium dense to very dense at the time of our exploration. The documented fill in its current condition would be suitable for stmctural support for the proposed development. However, for uniform soil bearing support and to eliminate cut/fill transition conditions within building pad it is recommended that existing soil should be excavated and recompacted to a depth of at least 2 feet below bottom of footings. Lab test results indicate a very low expansion potential for the existing on-site fill soils. 4 Sales, Activity & Fitness Buildings MarBrisa Resort Carlsbad. CA Terrace Deposits Project No. 1916-AOS Loa No. 11-1409 Underlying the fill is Terrace deposits, which extend at least to the maximum explored depth of 50 feet below existing site grade. This encountered deposits generally consists of orange-brown silty sand. At the time of exploration the deposits were moist and dense to very dense. Expansion potential for this Terrace deposits is very low. Groundwater Groundwater was not encountered within the maximum explored depth of 50 feet below existing grade. Geotechnical reports by Leighton and Associates, Inc. reported localized perched groundwater encountered during their investigation and the subsequent mass grading at elevation between the terrace deposits and the underlying Santiago Formation. During our investigation the underlying Santiago Formation was not encountered. The perched groundwater would have no impact on the proposed development. However, it is possible that transient oversaturated ground conditions at shallower depths could develop at a later time due to periods of heavy precipitation, landscape watering, leaking water lines, or other unforeseen causes. DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS Faulting and Seismicity Faults are one of the most widespread geologic hazards to development in California. Faults of most concern are those designated as active (less than about 11,000 years since last movement and potentially active (11,000 to about 750,000 years). According to Hart and Bryant, (2007) the site is not within a designated earthquake fault zone. In the event of an earthquake, the closest active fault likely to generate the highest ground accelerations at the site is the Rose Canyon Fault, which runs parallel to and just offshore of the coast from north of Carlsbad to south of Lindbergh Field. The Rose Canyon Fault with a maximum earthquake magnitude (Mw) of 7.2 is located approximately 8.5 km southwest of the project site. A number of other significant faults also occur in the San Diego metropolitan area suggesting that the regional faulting pattern is very complex. Faults such as those offshore are known to be active and any could cause a damaging earthquake. The San Diego metropolitan area has experienced some major earthquakes in the past, and will likely experience future major earthquakes. 5 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad, CA Project No. 1916-AOS Log No. 11-1409 Other active faults which could cause ground shaking at the site include the offshore Newport- Inglewood Fault, located approximately 11.6 km to the northwest and the offshore Coronado Bank Fault, located approximately 21.1 km to the southwest. Liquefaction Potential Liquefaction involves the substantial loss of shear strength in saturated soil, when subjected to impact by seismic or dynamic loading. This usually occurs within a uniform fine-grained soil, with loose relative density, and low confining pressures. Liquefaction potential has been found to be greatest when the groundwater level is within 50 feet from the surface and loose fine sands or silts occur within that depth. Liquefaction potential decreases with increasing grain size, and clay and gravel content, but increases as the ground acceleration and duration of shaking increase. The on-site documented fill is underlain by terrace deposits, in tum, undlerlain by Santiago Formation. Due to the medium dense to very dense nature of the documented fill and the underlying formation unit, liquefaction potential at the site is negligible. Landslide, Mudflow and Flooding Landslide, mudflow and flooding are not considered a significant hazard at the site due to the absence of ascending slopes, valleys and rivers in the vicinity area. A review of the available Landslide Hazard Maps (DMG Open-File Report 95-04) indicates no mapped landslide within the project site. Ground Rupture No known active or potentially active faults, with known surface traces, cross the site. Therefore, the potential for ground rupture due to faulting is considered to be negligible. Seismic Settlement Saturated and non-saturated granular soils are subject to densification under strong shaking. The lower the density of the soils, the higher the intensity and duration of shaking, results in greater degree of densification. The project site is underlain by very dense fom1ational unit that is 6 Sales, Activity & Fitness Buildings MarBrisa Resort Carlsbad CA Project No. 1916-AOS Log No. 11-1409 considered not subject to settlement. Based on the anticipated earthquake effect and the stratigraphy of the site, seismically induced settlement is considered negligible. Lateral Spreading Lateral spreading may occur where liquefaction occurs at depth and there is either a nearby free face or there is a general slope of the terrain. The overlying non-liquefiable soils tend to break into blocks, which then may tilt and move laterally over the liquefiable soils. Given the stated low risk potential for liquefaction, we consider the potential for lateral spreading to be negligible. Tsunamis and Seiches Given that the site is located a sufficient distance inland from the coast and due to its elevated location, inundation by tsunamis is considered to be nonexistent. Due to the lack of surface water impoundment in the immediate site vicinity, the seiche potential is also considered to be very low to nonexistent. Earthquake Accelerations I CBC Seismic Parameters The computer program Earthquake Ground Motion Parameters Version 5.1.0 was used to calculate the CBC site specific design parameters as required by the 2010 California Building Code (CBC). Based upon boring data and SPT values, the site can be classified as Site Class D. The spectral acceleration values for 0.2 second and 1 second periods obtained from the computer program and in accordance with Section 1613.5 of the 2007 California Building Code are tabulated below. Ground Motion Value 2007 CBC Reference Parameter Ss 1.252g Section 1613.5.1 St 0.473g Section 1613.5.1 Site Class D Table 1613.5.2 Fa 1.0 Table 1613.5.3(1) Fv 1.527 Table 1613.5.3(2) SMs 1.252g Section 1613.5.3 SMl 0.722g Section 1613.5.3 Sos 0.835g Section 1613.5.4 Sot 0.48lg Section 1613.5.4 7 Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA SUMMARY AND CONCLUSIONS General Considerations Project No. 1916-A08 Log No. 11-1409 Given the findings of the investigation, the proposed project appears to be feasible from a geologic and geotechnical standpoint, provided the recommendations presented in this report are fully incorporated into the design and construction of the project. Specific conclUtsions pertaining to geologic conditions are summarized below: Excavation Characteristics The site is mantled by documented fill, underlain by terrace deposit. Excavation on these materials can be accomplished with the use of conventional construction equipment. Expansion Potential Generally, the engineered fill and terrace deposits possess a very low expansilon potentiaL As a result, the on-site soils are considered suitable for use as compacted fill within the project site. Cut/Fill Transition Conditions With the varying thickness of documented fill of between 2 and 18 feet, it is anticipated that proposed buildings and other structures to have cut/fill transition conditions. In order to minimize the potential for differential settlement in areas of cut/fill transitions, it is recommended that all proposed buildings and settlement sensitive structures to be entirely supported by properly compacted filL A minimum 2 feet of compacted fill is recommended below bottom of footings. This minimum 2 feet compacted fill requirement should extend across the entire building pad and at least 5 feet beyond building footprint. Corrosivity Corrosion series tests consisting of pH, soluble sulfates, and minimum resistivity were performed on selected sample of the on-site soils. Soluble sulfate levels for the on-site soil indicate a negligible sulfate exposure for concrete structure. As such, no special considerations are required for concrete placed in contact with the on-site soils. However, it is recommended that Type li cement to be used for all concrete. 8 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. 1916-A08 Log No. 11-1409 The corrosion potential of the on-site soil is moderate to high and considered to impact underground ferrous metals. The actual corrosive potential is determined by many factors in addition to those presented herein. MTGL, Inc. does not practice corrosion engineering. Underground metal conduits in contact with the soil need to be protected. We recommend that a corrosion engineer be consulted. RECOMMEMDATIONS General The recommendations presented herein are considered minimum and may be superseded by more conservative requirements of the architect, structural engineer, building code, or governing agencies. The foundation recommendations are based on the load-deformation characteristics and shear strength of the onsite soils. In addition to the recommendations in this section, additional general earthwork and grading specifications are included in Appendix E. Site Grading Recommendations Site Preparation Current improvements within proposed development include tennis court, plants and underground utilities. Prior to the start of any grading, all of these existing improvements should be removed and utilities be relocated. Temporary Excavation We anticipate temporary excavation for the basement level would not exceed 15 feet below existing grade. Temporary vertical excavations of up to 4 feet deep for the on-site fill and terrace deposits would be generally stable. Excavation beyond 4 feet deep should be benched or sloped back not steeper than 1:1 (horizontal: vertical) up to a maximum height of 15. Beyond 15 feet high temporary slopes should have an inclination of between 1:5:1 and 2: 1. The on--site terrace deposits material and fill soil should be classified as Type C soil. 9 Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA Site Grading ProjectNo. 1916-AOS Log No. 11-1409 Sales Building-Grading of the pad includes cutting approximately 12 feet of the existing soil and the construction of new fill slopes. The materials anticipated to be used in new fill slope grading consist of the onsite soil derived from the cutting of the site. It is anticipated that the finish fill slope for the building pad to be approximately 10 to 25 feet high. For slope stability purposes, the finished fill slope should have an inclination not steeper than 2: 1. Construction of the new fill slope should include the excavation of key at the toe with a width of at least 8 feet and minimum depth of 2 feet below lowest adjacent grade into firm soil. Benching into the existing slope should be performed simultaneously during the fill slope construction at a vertical interval of 2 to 4 feet. Additional grading recommendations within proposed building pad is to excavate and recompact the existing soil to a depth of at least 2 feet below bottom of footings for uniform soil bearing support and eliminate cut/fill transition condition. Activity and Fitness Buildings - A cut/fill transition condition could be anticipated within building pads. For uniform soil bearing support and to eliminate cut/fill transition condition, it is recommended that grading for the building to include removal and recompaction of the existing soil to a depth of at least 2 feet below bottom of footing elevation. Future Swimming Pools and Villas -Likewise with the above proposed structures, entire foundations are recommended to be supported by properly compacted fill. Existing soil should be removed and recompacted to a depth of at least 2 feet below bottom of footing elevation for uniform soil bearing and eliminate cut/fill transition condition. If highly expansive clay is encountered within building pads, it should be removed and replaced with available onsite soil with low expansion potential. The depth of removal and replacement of highly expansive clay should be at least 3 feet below bottom of footing for buildings and at least 5 feet below bottom of slab for swimming pool. The removal and replacement should extend at least 5 feet beyond structure footprint. The lateral limit of grading for all structures should extend at least 5 feet beyond building footprint. Prior to recompaction process, the bottom of excavation to receive fill should be scarified to a depth of 6 inches, moisture conditioned and recompacted. 10 Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA General Compaction Standard ProjectNo. l916-A08 Log No. ll-1409 All fills should be compacted to a minimum of 90 percent relative compaction. All fill materials should be placed in thin lifts not more than 8 inches and compacted. Material should be moisture- conditioned and processed as necessary to achieve a uniform moisture content at near optimum moisture to achieve adequate bonding between lifts and compaction. Fill surfaces and finished subgrades should not be allowed to dry and should be maintained in a moist condition or scarified prior to placing additional filL Fill soils outside structure and under vehicular pavement should be compacted to at least 90 percent relative compaction. However, the top 12 inches of subgrade under all vehicular pavement should be compacted to at least 95 percent relative compaction. Backfill of utilities should be compacted to a minimum of 90 percent relative compaction. All compaction shall be based on Test Method ASTM D1557. Moisture content of all fill and backfill soil should be at least 2 percent above optimum moisture content. Import Fill Material If required, import fill should consist of non-expansive granular soils, and have a maximum particle size of 1 inch. Import material should have an expansion index (EI) of 20 or less. Where import soils will be in contact with concrete or buried metal pipes a standard corrosion series test should be performed. Foundation The recommendations and design criteria are "minimum", in keeping with the current standard-of- practice. They do not preclude more restrictive criteria by the governing agency or structural considerations. The project structural engineer should evaluate the foundation configurations and reinforcement requirements for actual structural loadings. Proposed structures are anticipated to be supported by properly compacted fill. Conventional continuous or isolated footings are considered suitable for structural support founded on engineered fill. Allowable soil bearing capacity for continuous or isolated footing with a minimum width of 2 feet are the following: 11 Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA Embedment Below Lowest Adjacent Grade 2 feet 3 feet 4 feet Project No. 1916-AOS LogNo.ll-1409 Allowable Soil Bearing Values 5,000 psf 6,500psf 8,000 psf (maximum) The above allowable bearing values may be increased by one-third where wind or seismic loads are considered in combination with dead and/or live loads. Minimum horizontal setback distance from the face of slopes for all building footings should be H/2, where His the slope height, with a maximum of 15 feet along 2:1 slopes. This distance is measured from the outside edge of the footing, horizontally to the face of slope. Lateral Resistance Lateral forces may be resisted by friction on the base of foundations, and passive earth pressure on the sides of the portions of foundations or shear keys bearing against competent native formation or compacted engineered fill. The allowable base friction may be calculated using a coefficient of 0.33. The allowable passive pressure may be calculated as equivalent to that of a fluid weighing 350 pounds per cubic foot (pcf) for foundations bearing against compacted engineered fill. Settlement For design consideration, a maximum settlement of at least l-inch with a differential settlement of 1/2-inch in a span of 40 feet should be incorporated. Interior Slab-On-Grade Interior slab-on-grade should be designed for the actual applied loading conditions expected. The structural engineer should size and reinforce slabs to support the expected loads utilizing accepted methods of pavement design, such as those provided by the Portland Cement Association or the American Concrete Institute. A modulus of subgrade reaction of 200 pounds per cubic inch (pci) could be utilized in design. Based on geotechnical consideration, interior slab should be a minimum of 5 inches. Appropriate slab reinforcement should be designed by the project structural engineer based upon low expansion potential. 12 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. 1916-AOS Log No. 11-1409 Floor slabs should be underlain by a capillary break material consisting of at least 4 inches thick clean sand. In moisture sensitive flooring areas, such as carpeted or linoleum covered areas, a 10- rnil visqueen moisture barrier or equivalent should be installed midheight within the capillary break material. Alternatively, a Stego Wrap moisture barrier or equivalent may be installed following manufacturers recommendations. The sand should be moistened just prior to the placing of concrete. Concrete is a rigid brittle material that can withstand very little strain before cracking. Concrete, particularly exterior hardscape is subject to dimensional changes due to variations in moisture of the concrete, variations in temperature and applied loads. It is not possible to eliminate the potential for cracking in concrete; however, cracking can be controlled by use of joints and reinforcing. Joints provide a pre-selected location for concrete to crack along and release strain and reinforcement provides for closely spaced numerous cracks in lieu of few larger visible cracks. Exterior Concrete Slab/Flatwork Exterior slabs should be supported by at least 12 inches of properly compacted fill. Compacted fill should have at least 90 percent relative density based on Test Method ASTM Dl557. Exterior concrete slab/flatworks should have a nominal thickness of 4 inches. Reinforcement may be provided for stability purposes. Controlled joints should be provided to eliminate potential for cracking. Retaining Wall Embedded structural walls should be designed for lateral earth pressures exerted on them. The magnitude of these pressures depends on the amount of deformation that the wall can yield under load. If the wall can yield enough to mobilize the full shear strength of the soil, it can be designed for "active" pressure. If the wall cannot yield under the applied load, the shear strength of the soil cannot be mobilized and the earth pressure will be higher. Such walls as basement and swimming pools should be designed for the "at rest" conditions. If a structure moves toward the soils, the resulting resistance developed by the soil is the "passive" resistance. For design purposes, the recommended equivalent fluid pressure for each case for walls founded above the static ground water table and backfilled with on-site soils (expansion index less than 20) is provided below. Retaining wall backfill should be compacted to at least 90 percent relative 13 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. 1916-A08 Log No. 11-1409 compaction (based on ASTM Test Method D1557). Recommended pressures are tabulated below. Eauivalent Fluid Weight (vet) Condition Level 2:1 (H:V)_Slope Active 33 60 At-Rest 55 80 Passive 350 150 (Maximum of 3 ksf) (Sloping Down) Soil resistance developed against lateral structural movement can be obtained from the passive pressure value provided above. Further, for sliding resistance, a friction coefficient of 0.33 may be used at the concrete and soil interface. The passive pressure and the friction of resistance could be combined without reduction. In addition, the lateral passive resistance is taken into account only if it is ensured that the soil against embedded structures will remain intact with time. Drainage of backfill behind walls may be provided by a vertical layer of Miradrain 6200 with Mirafi 140 Geofabric, or equivalent, placed at the back of the wall; or by a minimum 12-inch width of 3/4 inch open-graded crushed gravel enveloped in Mirafi 140 Geofabric. Subdrains should consist of 4-inch diameter Schedule 40, PVC pipe or equivalent, embedded in approximately 1 ft3/linear foot of 3/4-inch down open-graded gravel, enveloped in Mirafi 140 Geofabric Filter or equivalent, with the pipe being 3± inches above the trench bottom; a gradient of at least 1% being provided to the pipe and trench bottom; discharging into suitably protected outlets. Alternatively low-retaining walls (less than 5 feet retained) may use weep holes. Preliminary Pavement The preliminary pavement sections presented below are based on the R-value of the upper on-site soil (R-value of 25), assumed Traffic Index, and minimum pavement section based on the City of Carlsbad Supplemental Standard GS-17. Final pavement designs should be evaluated based on R- value tests of the actual subgrade material after completion of grading. Where the pavement is subject to repeated turning stress (i.e. Trash Enclosures Aprons) the pavement should be Portland cement concrete. 14 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Pavement Loading Condition Auto Parking Areas Auto Driveways Light Duty Truck Driveways Moderate Duty Truck Driveways AC Traffic Index Thickness 4.5 4.0 inches 5.0 4.0 inches 6.0 4.0 inches 7.0 4.0 inches Project No. 1916-A08 Log No. 11-1409 Class IT Base Thickness 4.0 inches 4.0 inches 9.0 inches 11.0 inches All fill under pavement should be compacted to at least 90 percent relative compaction with exception of the upper 12 inches. Prior to the placement of base material, the upper 12 inches of pavement subgrade should be scarified; moisture conditioned and compacted to a minimum 95 percent relative compaction based on Test Method ASTM D1557. Aggregate base material should conform to Caltrans Standard Specifications Section 26 (Class 2) or the Standard Specification for Public Works Construction (Crushed Aggregate Base or Crushed Miscellaneous Base) and should be compacted to a minimum 95 percent relative compaction based on Test Method ASTM D1557 prior to placement of the asphaltic concrete. Portland cement concrete pavement sections may incorporate steel reinforcement and to be provided with crack control joints as designed by the project structural engineer. Recommended concrete mix should be at least 3,500 psi. It is recommended that Portland cement concrete swales to be designed and constructed within asphalt pavement areas for drainage of surface water. Fill soils under curb and gutter should be compacted to a minimum 90 percent relative compaction based on Test Method ASTM D1557. Construction Considerations Moisture Sensitive Soils/Weather Related Concerns The soils encountered at the site may be sensitive to disturbances caused by construction equipment and to changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and 15 Sales, Activity & Fitness Buildings MarBrisa Resort Carlsbad. CA Project No. l916-A08 Lo"' No. 11-1409 compaction activities. It will, therefore, be advantageous to perform earthwork and foundation construction activities during dry weather. Much of the on-site soils may be susceptible to erosion during periods of inclement weather. As a result, the project Civil Engineer/ Architect and Grading Contractor should take appropriate precautions to reduce the potential for erosion during and after construction. Drainage and Groundwater Considerations No groundwater was encountered within the maximum explored depth of 50 feet below existing grade. It should be noted, however, that variations in the ground water table may result from fluctuation in the ground surface topography, subsurface stratification, precipitation, irrigation, and other factors that may not have been evident at the time of our exploration. Seepage sometimes occurs where relatively impermeable and/or cemented formational materials are overlain by fill soils. We should be consulted to evaluate areas of seepage during construction. Positive site drainage should be designed to reduce infiltration of surface water around and underneath the building. Finish grades should be sloped away from the building. Excavations It is mandated by federal regulation that excavations, like utility trenches, basement excavation or foundation excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that OSHA regulations are being strictly enforced and if not dosely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case, should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. 16 Sales, Activity & Fitness Buildings MarBrisa Resort, Carlsbad, CA Utility Trenches Project No. 1916-AOS Log No. 11-1409 Except where extending perpendicular under proposed foundations, utility trenches should be constructed outside a 1:1 projection from the base-of-foundations. Trenches for utility lines under structures should be properly backfilled and compacted. Utilities should be bedded and backfilled with approved sand or granular material to a depth of at least 1-foot over the pipe. Sand bedding material should be moisture conditioned and properly compacted. Compaction by jetting is not allowed. The remainder of the backfill may be typical on- site soil or imported soil which should be placed in lifts not exceeding 8 inches in thickness, watered or aerated close to optimum moisture content, and mechanically compacted to at least 95 percent (under structure and pavement) and 90 percent (not under stmcture and pavement) of maximum dry density (based on ASTM D1557). Site Drainage Drainage should be designed to collect and direct surface waters away from stmctures to approved drainage facilities. Downspouts, berms, area drains and other drainage controls should be included in constmction considerations to minimize discharging or ponding of water near the foundation line. For earth areas, a minimum gradient of 1 percent should be maintained and drainage should be directed toward approved swales or drainage facilities. Positive drainage with a minimum gradient of 2 percent away from all stmctures should be provided and maintained within at least 5 feet from stmcture to reduce any mnoff from infiltrating the soil beneath stmctural foundation. Plan Review The geotechnical and geological consultants should be retained to review grading and foundation plans and specifications to ascertain conformance with site conditions and recommendations presented herein. Geotechnical Observationffesting The geotechnical and geological consultants should be retained to perform on-site constmction observations and testing to ascertain that conditions correspond to the findings and conclusions presented herein and that constmction conform generally to the recommendations presented herein. 17 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. 19l6-A08 Log No. 11-1409 The geotechnical and geological consultants should be called upon for testing and observations as indicated in this report and at least for the following: • During site grading and overexcavation. • During foundation excavations and placement. • During excavation and backfilling of all utility trenches • Upon completion of any foundation and retaining wall footing excavation prior to placing concrete • During processing and compaction of the subgrade for the access and parking areas and prior to construction of pavement sections. It is the responsibility of the contractor to coordinate all inspections and testing required by this firm or by other regulatory agencies. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our investigation and further assume the explorations to be representative of the subsurface conditions throughout the site. If different subsurface conditions are observed during construction, we should be promptly notified for review and reconsideration of our recommendations. This report was prepared for the exclusive use and benefit of the owner, architect, and engineer for evaluating the design of the facilities as it relates to geotechnical aspects. It should be made available to prospective contractors for information on factual data only, and not as a warranty of subsurface conditions included in this report. Our investigation was performed using the standard of care and level of skill ordinarily exercised under similar circumstances by reputable soil engineers and geologists currently practicing in this or similar localities. No other warranty, express or implied, is made as to the conclusions and professional advice included in this report. 18 Project No. A~. JH SITE LOCATION MAP SALES, ACTIVITY & FITNESS BUILDINGS 1916-AOS Date: NOV. 2011 MTGL,INC. 'Agu,a', 357 I I • '· .. FIGURE 1 \ -~ I ' \ \ r / I I J ~~ I I I I t ·~ -\-]} \ \ ~ ·'t 'I Legend: s B-6 Approximate Location of Boring BORING LOCATION PLAN SALES, ACTIVITY & FITNESS BIDLDINGS Project No. 1916-AOS Date: NOV. 2011 FIGURE2 APPENDIX A REFERENCES Blake, Thomas F., 2000, "EQFAULT, A Computer Program for the Deterministic Prediction of Peak Horizontal Acceleration From Digitized California Faults CDMG, California Division of Mines and Geology, 2000, DMG CD 2000-003, Digital Images of Official Maps of Alquist-Priolo Zones. Bryant, W.A. and Hart, E.W.,2007, Fault Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Department of Conservation, California Geological Survey, Special Publication 42. Jennings, C.W., 1994, Fault Activity Map of California and Adjacent Areas, Califomia Division of Mines and Geology. Scale 1:750,000. California Department of Conservation, Division of Mines and Geology, Geologic Map of the Northwestern Part of San Diego County, California, DMG Open-File Report 96-02. Scale 1:24,000. California Department of Conservation, Division of Mines and Geology, Recent Failures, Ancient Landslides, and Related Geology of the North-Central Coastal Area, San Diego County, California by F. Harold Weber, Jr, 1982, DMG Open-File Report 82-12, Scale 1:24,000. U.S. Geological Survey, Topographic Map of the San Luis Rey Quadrangle, California-San Diego County, 7.5-Minute Series (Topographic), 1997, Scale 1:24,000. California Department of Conservation, Division of Mines and Geology, 1995, Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, CA, DMG Open-File Report 95-04, Landslide Hazard Identification Map No. 35. California Department of Conservation, Division of Mines and Geology, The Rose Canyon Fault Zone, Southern California, 1993, DMG Open-File Report 93-02. California Building Standards Commission, 2007 California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2. Department of the Navy, Naval Facilities Engineering Command, 1982, Foundations and Earth Structures, NAVFAC DM-7.2. Department of the Navy, Naval Facilities Engineering Command, 1982, Soil Mechanics NAVFAC DM-7.1. Leighton and Associates, Inc., 2005, Geotechnical Investigation, Proposed 53-Acre Resort Development-Phase 1, Carlsbad Ranch, Planning Area No.5, Carlsbad, CA, Project No. 040575-003, Aprilll, 2005. Leighton and Associates, Inc., 2006, As-Graded Geotechnical Report of Rough and Fine Grading, Hotel One, Resort and Conference Facilites, Sales Building, and Villas No. 53 through 56, Lots 10, 11 and A Portion of Lot 1, Grand Pacific Carlsbad, Carlsbad, CA, Project No. 040575-005, August 2, 2006. APPENDIXB FIELD EXPLORATION PROGRAM On October 6, 2010, six exploratory borings were drilled utilizing 6-inch diameter hollow stem auger drilled to a depth of between 20 and 50 feet below existing site grade. Samples were obtained with the Standard Penetration Test (SPT) sampler, CAL Sampler and a bulk sample, as appropriate. The approximate location of the borings are shown on the Boring Location Plan, Figure 2, attached. The field exploration was performed under the supervision of our Geologist/Engineer who maintained a continuous log of the subsurface soils encountered and obtained samples for laboratory testing. The soils encountered were classified in general accordance with the Unified Soil Classification System (see Key to Logs, Figure B-0). Subsurface conditions are summarized on the Boring Logs, Figures B-1 and B-5. The soils were classified based on field observations and laboratory tests. DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIVISIONS ...1 GRAVELS CLEAN .u.-. · GW Well graded gravels, aravel-aand mixtures, little or no CC GRAVELS .·A·:.~· fines. 0 -MORE THAN ~...:-;----t---------------------1 ::! ffi g HALF OF (LESS THAN ·•·· :: GP Poorly graded gravels or gravel-sand mixtures, little or g !( ~ COARSE &CW. FINES) >. ·• · no fines. ::E o ~ GM Silty gravels, gravel-sand-alit mlxturea, non-plaatlc C Z FRACTION IS GRAVEL ,. flnea. u. w ARG ·•· W o z N_ L ER THAN WITH FINES , z 0 s VE //,. GC Clayey gravels, gravel-sand-clay mlxtur,ea, plaattc _ u. cc 0 N • 4 IE 'A.V J'. fine a. <...J~w~-------+-~~~--~~~---+----------------------------~ a: cc .,_ > CLEAN • • • S CJ :r wa: !!-! SANDS SANDS t .. •. a W Well graded sands, gravelly sand11, little or no fin ... z 0 MORE THAN ( W cc t!' LESS THAN • • • SP 0 :r a: HALF OF 6 ,. FINES) • Poorly graded sands or gravelly sands, little or no fines. a: t-~ COARSE < w 0 FRACTION IS 0 a: -SMALLER THAN SANDS WITH FINES t SM Silty sands, sand-slit mixtures, non-plastic fines. 0~ ""' NO.4 SIEVE 0/ sc Clayey sandtt. sand-clay mixtures" plastic fines. tiJ w ...Ju,.£1:~ (5o~ 0 SILTS AND CLAYS II tn ~ ~ ~ LIQUID LIMIT IS VI ~ ML Inorganic slits and very fine sands rock flour, silty or clayey fine sands or clayey slits w1th alight plasticity. CL Inorganic clays of low to medium plasticity, gravelly 0 cc :::E!!! LESS THAN 60CW. l1l W :r 0 0 OL Organic silts and organic silty cllaya of low plasticity. zzwo..,._ ____________________ ~~rr---+----------------------------------~ clays, sandy clays, laan clays. · :;( ~ ~ ~ MH Inorganic silts, micaceous or diatomaceous fine sandy ~ 1-~ ci S 1 L T S AN 0 CLAyS or silty soils, elastic slits. W ~ ~: LIQUID LIMIT IS / /JJ CH ~ g ~ ~ GREATER THAN 60" wm OH Inorganic clays of high plasticity, fat clays. Organic clays of medium to l)lgh plasticity, organic slits. HIGHLY ORGANIC SOILS ~ Pt ~ Peat and other highly organic aolls. GRAIN SIZES SILTS AND CLAYSt-------,-_..;..SA_N_D.;;,..,_~---+-___;G;..;.R,;;.;.,Ar-;.V...:;;E...:;;L_~I COBBLES BOULDERS FINE I MEDIUM COARSE FINE I COARSE I OJ 200 40 10 4 314• a• 12• U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS GROUND WATER LEVEL OR GROUND WATER SEEPAGE. LOCATION OF SAMPLE TAKEN USING A STANDARD SPLIT TUBE SAMPLER, 2-INCH O.D., 1-3/8-INCH t.D. DRIVEN WITH A 140 POUND HAMMER FALLING 30-INCHES. LOCATION OF SAMPLE TAKEN USING A MODIFIED CALIFORNIA SAMPLER. 3-1/8-INCH O.D., WITH 2-112-INCH I.D. LINER RINGS. DRIVEN USING THE WEIGHT OF KELLY BAR (LARGE DIAMETER BORINGS) OR USING A 140 POUND HAMMER FALLING 30-INCHES (SMALL DIAMETER BORING): LOCATION OF SAMPLE TAKEN USING A 3-INCH O.D. THIN-WALLED TUBE SAMPLER (SHELBY TUBE) HYDRAULICALLY PUSHED. LOCATION OF BULK SAMPLE TAKEN FROM AUGER CUTTINGS. KEY TO LOGS -UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) JOB NO.: 1916A08 IDATE: NOV. 2011 IFIGURE: B-0 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±188' LOCATION: SB-1 1-- 1-- I--~ SB-2 52 IL 1-- 1-- 1-- ~ SB-3 76 1:2: 1-- 1-- 1-- 13.5 12.5 9.3 1--~ SS-1 54 II 11.a 1-- 1-- I--~ I-20 SS-2 1--56 ~ 10.4 1-- i-- i-- ~ SS-3 49 tr --- ~ SS-4 55 tr - "- 1-- "-~ "- i-- i-- i--~ i-- Project No.: 1916A08 13.4 10.4 122.9 BORING NO. 8-1 DESCRIPTION FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. 120.4 Grades to dense. TERRACE DEPOSITS: Silty Sand (SM), orange-brown, 124.1 moist, very dense, mix yellow-brown color, trace clay. Grades with mix grey color. Grades with dark brown color. Grades to dense Grades to very dense. Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. LOG OF BORING See Figure 2 SOIL TEST Corrosivity B-value Gradation Direct Shear Consolidation Figure B-1 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±190 LOCATION: See Figure2 tt: en ><-~ 1'<1 !:-< 1'<1 1'<1 -tt:r.. IIl ~ ~ 1'<1 .... Q~ 1'<1 ~ 8 "' "' BORING NO. B-2 1'<1 ~ ~ g5-1'<1-r.. r.. -...... E:-<E-4 jt:: SOIL TEST en en en Cllz :>: 1'<1 ~ Hr:l !:-< ..:I ril :.:: ~~ I>< H "' "' ..:I :> s ,en 1'<1 ~ IIl H z z 0 tt: IIl tJ H 1'%1 en 0 Q DESCRIPTION 0 FILL: Silty Sand (SM), orange-brown, moist, medium 1-- 1--r;z:: dense to dense, trace clay. SB-1 38 12.1 124.8 1-- 1--Grades to mix orange-brown Silty Sand. 1--r;z:: ~ SB-2 48 13.5 126.2 1- 1--~ 1-- X TERRACE DEPOSITS: Silty Sand (SM), orange-brown, Max. Density -2:: moist, dense, mix with red-brown color. Expansion Index ~ SB-3 65 13.2 123.8 C:orrosivity Direct Shear -- 1--Consolidation 1-- 1--=r= 15 SS-1 24 10.2 Grades to medium dense 1-- 1-- 1-- 1-- I--tc 20 SS-2 37 8.2 Grades to dense. i-- '----Boring Terminated at 20 Feet. ---- No Groundwater Encountered. 1-Borehole Backfilled on 1 0/6/2011 . ----~ ----1-- 1-- 1-- ~ I-- 1-- 1-- 1-- ~ i-- 1- i-- 1- 40 i-- 1-- Project No.: 1916A08 LOG OF BORING Figure B-2 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: t!!-- 1-- t--SB-1 1-- 39 tz~ 14.3 1--~ SB-2 105 IL 8.1 1-- ~ ~ ~ SB-3 36 IZ 11.7 ~ f..- f-- f-- ~ SB-4 1-- 1-- 1-- 1--~ SS-1 1-- 1-- 1-- ., IZ~ •. 4 1-- 48 tc 10.1 ~ SS-2 45 tc 9.7 '--- ~ f..- ~ SS-3 25 cc: f-- f-- 1-- ~ ~ '--- 1-- 1-- 1--~ 1-- Project No.: 1916A08 9.3 123 BORING NO. B-3 DESCRIPTION FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. 132.8 Mix with dark brown color, very dense. 125.8 Grades to medium dense. TERRACE DEPOSITS: Silty Sand (SM), orange-brown, 131.9 moist, very dense, trace clay. Grades to dense. Grades to medium dense. Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. LOG OF BORING See Figure 2 SOIL TEST H-value Figure B-3 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 r:>: til ><-e:; ril E:-< ril ril -r:>:"' co ...:1 ...:1 r>l.JP 0~ r>l ~ 8 ... ... BORING NO. B-4 ril ~ ~ r:>:--"' "' ~E:-< ril -....... u>< SOIL TEST til UJ UJ ooZ ~E:-< :z: ril ~ HJ:il E:-< ...:1 0 ril ::.:: 0 ~ tl.H ll< ... ...:1 :> ~ ::;:0 ,til r>l ~ co H :z;Z 0 r:>: u Hf:j [J) 0 DESCRIPTION ~ FILL: Silty Sand (SM), brown, moist, medium dense, -trace clay. - !-- !--o= ~ SS-1 15 10.3 !-- !--~ !--Max. Density !--o= Expansion Index ~ SS-2 22 11.2 Grades to mix yellow-brown and orange-brown color. Corrosivity !--~ 1- !-- -o= .!!. SS-3 50/5" 7.4 Grades to very dense. - !-- !--TERRACE DEPOSITS: Silty Sand (SM), moist, orange- f-. o= brown, very dense, trace clay. ~ SS·4 72 8.5 1- 1- 1- 1-o= ~ SS-5 37 8.7 Grades to dense. - f-. 1- f-. o= ~ SS-6 47 10.2 f-. 1- !-- !--o= ~ SS-7 47 8.5 !-- !-- !-- !--o= ~ SS-8 45 9.5 f-. continuation Figure B·4A Project No.: 1916A08 LOG OF BORING Figure B-4 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 ~ C/l ><~ ~ 1%1 E-o 1%1 1%1 ~ !>:,.. fil Ill 8 ...:l ...:l 1%1'* oU B-4 fil ~ ll< ll< !!5~ ll< BORING NO. rz. rz. ~ ~ 1%1 ~ ~ ' r-oE-< U:;... SOIL TEST C/l C/l C/l C/lz :Sr-. :r: 1%1 ~ Hfil E-o ...:l 1%1 :><: or-< p.H ll< ll< ...:l :> s :E~ ,Cil fil ~ Ill H z~ 0 !>: Ill () C/l 0 H Q DESCRIPTION ~ SS-8 45 U-9.5 TERRACE DEPOSITS: Silty Sand (SM), orange-brown, 1--moist, dense, trace clay. 1-- --~ ~ SS-9 57 9.8 Grades to gravel inclusions, very dense. - I- I- I-tr 50 SS-10 50/3" 5.7 I- I-Boring Terminated at 50 Feet. I-No Groundwater Encountered. 1--Borehole Backfilled on 10/6/2100. 1--~ I- 1- 1- I- 60 1- I- I- I- I-e - - - -70 -- - - -~ 1-- 1-- 1- 1--~ 1-- Project No.: 1916A08 LOG OF BORING Figure B-4A DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure2 -r:r: en ><-ril ril ril -p,:ti.t E-< Ill ~ ...:l ...:l oo* 0 ~ ril ~ "' "' BORING NO. B-5 ril ~ ~ r:r:~ ~ ti.t ti.t ~E-< 00 ~ ' t.J>< SOIL TEST en en en enZ jE-< :X: ril !3: Hril E-< ...:l 0 00 :>:: oE-< p.,H "' :> s :.:E§ ,en "' ~ ..:I H zZ 00 Ill 0 r:r: Ill t.J H[:j en 0 DESCRIPTION ~ FILL: Silty Sand (SM), orange-brown, moist. medium I--~ dense, trace clay. 1--SB-1 41 8.2 123.5 I-- 1--2: 5 SB-2 47 13.2 123.4 Gradation I-- I-- I-- I-- 1--2: ~ SB-3 39 13.8 123.4 Grades to mix dark brown color. 1-- 1--,_____, 1--~ 1--2: ~ SB-4 37 11.6 124.6 Gradation ,...._ Direct Shear I--f--Consolidation I--TERRACE DEPOSITS: Silty Sand (SM), moist, orange- I--tz brown, very dense, trace clay. ~ SB-5 50/4" 10.4 122.9 r-- 1- 1-- 1--tr a SS-1 34 10.1 Grades to dense. I-- 1-- 1-- 1--=c ~ SS-2 57 10.4 Grades to very dense. f-- f-- f-- f--tr ~ SS-3 60 9.9 f-- I-- I-- I--ti 40 SS-4 70 7.9 r-- i--Boring Terminated at 40 Feet. No Grounwater Encountered. Borehole Backfilled on 10/6/2011. Project No.: 1916A08 LOG OF BORING Figure B-5 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure2 ~ 0: C/l ><~ E-< ril E-< ril ril -0: r<o ril Ill 8 ...:! ...:! ril'* Q ~ B-6 ~ ""' ""' BORING NO. ril ~ ~ !3--r.. r<o ril -...... r-oE-< ~~ SOIL TEST C/l C/l Ul ooZ ::r: ril :;: Hril ~ ...:! 0 ~ ~ oE-< D. H ""' ...:! s ::.:~ ,oo ril ~ Ill H zZ Q 0: Ill u H1:j C/l Q DESCRIPTION ~ FILL: Silty Sand (SM), orange-brown, moist, medium I--dense to dense, trace clay. f.- f.- f.- ~ SB-1 53 ~ ~ 11.2 128.3 Mix with dark brown color. Max. Density f.-Expansion Index I--Gorrosivity 1-- 1--Gradation ~ SB-2 43 k:::: 12.9 122.1 I-- I-- I-- I--rz ~ SB-3 35 10.8 121.4 Direct Shear I--Consolidation f.- !----TERRACE DEPOSITS: Silty Sand (SM), orange-brown, '--rz moist, very dense, trace clay. ~ SB-4 90 9.2 125.4 I-- I-- !---- !----tr ~ SS-1 37 9.8 Grades to dense. I-- 1-- 1-- 1--ti 30 SS-2 55 8.6 Grades to very dense. I-- 1--Boring Terminated at 30 Feet. 1--No Groundwater Encountered. !----Borehole Backfilled on 10/6/2011. f.- ~ !---- !---- 1- '-- ~ .._ Project No.: 1916A08 LOG OF BORING Figure B-6 APPENDIXC LABORATORY TESTING PROCEDURES GENERAL The results of laboratory testing are discussed and presented in this appendix. MOISTURE/DENSITY Determinations of in situ moisture content and dry density were performed on selected undisturbed samples. Soil moisture content determinations were performed according to the ASTM D 2216. The dry density of soil was determined on CAL samples in general accordance with ASTM D2937. Results of these tests are presented on the boring logs, Figures B-1 through B-2, in Appendix B. CLASSIFICATION The Unified Soil Classification System was utilized for visual (ASTM D2488) and laboratory (ASTM D2487) classifications of soils encountered. GRADATION The sieve analysis of selected soil samples was performed in accordance with ASTM D422 and results are presented in Figures C-1 to C-5 MAXIMUM DENSITY A maximum density test was performed on a representative bag sample of the near surface soils in accordance with ASTM D1557. The test results are shown below. Location Maximum Dry Optimum Moisture Density (pcf) Content(%) B-2@ 8'-12' 130.5 8.3 B-4@ 8' -12' 134.2 8.5 B-6@ 5' -9' 131.3 9.7 DIRECT SHEAR Direct shear tests were performed in general accordance with ASTM D3080-98. Direct shear tests were performed on undisturbed soil samples. Test results are as follows. Location Cohesion Angle of Internal (PSF) Friction (Del~.) B-1@ 5' 435 38 B-2@ 10' 1003 40 B-5@ 15' 1004 35 B-6@ 15' 66 44 EXPANSION INDEX Expansion Index testing was completed in accordance with ASTM D4829. Test results are presented in the following table. Boring Depth Expansion Index UBC No. (feet) (EI) Potential Expansion B-2 8'-12' 0 Very Low B-4 8' -12' 0 Very Low B-6 5' -9' 5 Very Low CORROSNITY Corrosivity Testing in compliance with Caltrans Test Method 417, 422, & 643. Test results are presented below. Sample Location PH Soluble Sulfates Min. Resistivity (%) (ohm-em) B-1@1'-5' 6.8 0.032 1,460 B-2@ 8'-12' 6.7 0.021 1,694 B-4@ 8' -12' 6.6 0.011 1,781 B-6@ 5' -9' 6.7 0.010 2,080 CONSOLIDATION Consolidation test was performed on representative, relatively undisturbed sample of the underlying soil to determine compressibility characteristics in accordance with ASTM D2435. Test result is presented on Figure C-6 to C-9. R-VALUE R-value testing was performed on existing upper on-site soil within proposed pavement areas. California Department of Transportation (Caltrans) Test Method 301 was used to determine exudation and expansion values. Location R-Value B-1@ 1'-5' 25 B-3@ 1' -5' 48 0:: LU z u:: I-z LU 0 0:: LU a.. Particle Size Distribution Report c: • c:: c:: . . ·-. c: c: ,_ 0 ~ <D "" 100 90 _;; ~ ~ ;; ~---~ : ~~i r]it. f s ; I ···· rnrr r·"-~"""·-,. ~~ : I : I I II I I ! :-~-· ~~-~ I I I ---· -+· ~--~--~~ I 80 70 60 l ~ .... 50 iJ_ ~~I-- I 30 --~ 1 il 20 ·---I --· ,)l 10 0 ,I 'T1 \6j'L %+3" 0.0 SIEVE PERCENT SIZE FINER .375 100.0 #4 99.4 #10 98.5 #20 94.9 #40 62.8 #60 37.2 #100 24.2 #200 16.4 I i il I I I I I I 11 \1\ I I I : :: i~· ....• ....... r·~-IT~-·-· ·--~ 1-~-------- I I I li ! I -'-~----· ~-I i I 11 tr I i l l I I ~~j I I ! I i I I !:,-----~ L I I i i\ ! ! i I I I 1 i i i I i I i I \ ! I 1 I 1'-1~: J I --- I d I ! .... it···· r· I i ...... f---~~-~--- I I I + ~e-I ~~'; ! e I: I I · -il[:ji + i JW1Jt +-- i I I I i ! i I I 1 __ 1 J I J o.1 o.of 1C GRAIN SIZE -mm. %Gravel %Sand o/o Fines Coarse Fine Coarse Medium Fine Silt 0.0 0.6 0.9 SPEC.* PASS? PERCENT (X=NO) 35.7 46.4 Material Description PL= o90= o.7318 o50= 0.3338 010= USCS= Atterberg Limits LL= Coefficients o85= o.650I Dso= o.l986 Cu= Classification AASHTO= Remarks 16.4 PI= (no specification provided) :--- , ....... I ---··- ...... 1---~---- t.~L----~ L 0.001 Clay Sample Number: B-1 Depth: 5' Date: 10/24/1 1 Client: MTGL, Inc. Project: SALES I FITNESS BUILDING-MARBRISA PHASE 2 Anaheim CA Pro'ect No: 1916-A08 Fi ure C-1 Tested By: -=J-'-'H,____ ________ Checked By: =E=D ________ _ a: LU z u:: 1-z LU (.) a: LU 0... Particle Size Distribution Report GRAIN SIZE-mm. %Gravel %Sand %Fines %+3" Coarse Fine Coarse Medium Fine Silt 0.0 0.0 SIEVE PERCENT SPEC.* SIZE FINER PERCENT .375 100.0 #4 93.9 #10 90.5 #20 86.6 #40 63.4 #60 46.8 #100 39.2 #200 34.0 . (no specification provtded) 6.1 3.4 PASS? (X=NO) 27.1 29.4 Material Description PL= o90= 1.7910 Dso= o.2834 D1Q= USGS= Atterberg Limits LL= Coefficients Das= o.7921 D3o= Cu= Classification AASHTO= Remarks 34.0 PI= Clay Sample Number: B-2 Depth: 10' Date: 1 0/24/11 MTGL, Inc. Client: Project: SALES I FITNESS BUILDING -MARBRISA PHASE 2 Anaheim CA Pro'ect No: 1916-AOS Fi ure C-2 Tested By: ...!:J~H!.__ ________ Checked By: :Ec::D ________ _ a: w z u:: 1-z w (.) a: w CL Particle Size Distribution Report -~ ·-_. ______ , ---(~--·~--~·-·--- GRAIN SIZE -mm. %Gravel %Sand %Fines %+3" Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 SIEVE PERCENT SPEC." SIZE FINER PERCENT #4 100.0 #10 100.0 #20 98.9 #40 83.4 #60 59.2 #100 42.8 #200 34.4 * (no specification provided) Sample Number: B-4 Depth: 10' MTGL, Inc. Anaheim CA 0.0 0.0 16.6 49.0 34.4 PASS? Material Description (X=NO) Client: PL= o90= o.5158 o50= o.1958 D1Q= USCS= Atterberg Limits LL= Coefficients o85= o.4427 D3o= Cu= Classification AASHTO= Remarks PI= Date: 1 0/24/1 1 Project: SALES I FITNESS BUILDING-MARBRISA PHASE 2 Pro'ect No: 1916-AOS Fi ure C-3 Tested By: _.!:J~H!..___ ________ Checked By: .=E"""D ________ _ a: w z u: 1-z w 0 a: w Cl.. Particle Size Distribution Report GRAIN SIZE -mm. %Gravel %Sand %Fines %+3" Coarse Fine Coarse Medium Fine Silt 0.0 0.0 SIEVE PERCENT SPEC.* SIZE FINER PERCENT #4 100.0 #10 99.5 #20 98.4 #40 81.8 #60 59.3 #100 43.4 #200 33.6 -.-(no specification provided) 0.0 0.5 PASS? (X=NO) 17.7 48.2 Material Description PL= Dgo= o.546o Dso= 0.1925 D1Q= USCS= Atterberg Limits LL= Coefficients Das= 0.4645 D3o= Cu= Classification AASHTO= Remarks 33.6 PI= Clay Sample Number: B-5 Depth: 15' Date: 10/24/11 MTGL, Inc. Client: Project: SALES I FITNESS BUILDING-MARBRISA PHASE 2 Anaheim CA Pro·ect No: 1916-A08 Fi ure C-4 Tested By: -=J~H!__ _________ Checked By: -=E~D~--------- a: LU z u:: 1-z LU 0 a: LU c.. Particle Size Distribution Report GRAIN SIZE -mm. %Gravel %Sand %Fines %+3" Coarse Fine Coarse Medium Fine Silt 0.0 0.0 SIEVE PERCENT SPEC.* SIZE FINER PERCENT #4 100.0 #10 99.6 #20 98.0 #40 77.5 #60 52.5 #100 35.0 #200 25.2 (no specification provided) 0.0 0.4 PASS? (X=NO) 22.1 52.3 Material Description PL= o90= o.5952 Dso= o.2359 D1o= USCS= Atterberg Limits LL= Coefficients Das= o.s121 o30= o.ll56 Cu= Classification AASHTO= Remarks 25.2 PI= Clay Sample Number: B-6 Depth: 15' Date: 1 0/24/ ll MTGL, Inc. Client: Project: SALES I FITNESS BUILDING -MARBRISA PHASE 2 Anaheim CA Pro·ect No: 1916-A08 Fi ure C-5 Tested By: ~J~H~--------Checked By: .!:::E~D ________ _ c:: -~ Ci5 -c:: ~ Ql 0.. 0.4 0.0 ---·-- 0.4 0.8 1.2 1.6 2.0 2.4 .8 3.2 1 .. 100 200 Natural Dry Dens. Moist. (pet) CONSOLIDATION TEST REPORT I )>,"""·,, '"""' ~ I ' I ~ATERADDED I I - i I I ' "I -I ~' lb i'\ LL I c~,. lfR=: 500 10 00 2C 00 Applied Pressure -psf PI Sp. Gr. Overburden (psf) MATERIAL DESCRIPTION Pc (psf) 4163 \ \ ~. I 'I\ ~-~;. .... \ ..., -~ 5000 Swell Press. Clpse. (psf) % 0.1 uses AASHTO Project No. 1916-A08 Client: Remarks: Project: SALES I FITNESS BUTI..,DING -MARBRISA PHASE 2 Source: Sample No.: B-1 ElevJDepth: 5' MTGL, Inc. Anaheim, CA Figure C-6 CONSOLIDATION TEST REPORT c: ·~ U5 c Q) ~ Q) 0.. 0.0 0.4 0.8 1.2 1.6 -· 2.0 .4 2.8 3.2 3.6 4·0 100 i I I I 2! )0 I ~ ' ~I ~,, . . L~ 'N I I WATERADDED I I I I . ---~ I ' ~ ~ ' I I I I ~ r ...... I I I --woo· I 500 LL Applied Pressure -psf PI Sp. Gr. Overburden (psf) MATERIAL DESCRIPTION Pc (psf) 1249 Project No. 1916-AOS Client: Project: SALES I FITNESS BUILDING -MARBRISA PHASE 2 I I I I I ~ ,, ~\ \ r\ ~ \ I I ~ \ ~~ I \ t """"' I l 2000 5( ~oo Swell Press. Clpse. (psf) % 0.2 uses AASHTO Remarks: Source: Sample No.: B-2 ElevJDepth: 10' MTGL, Inc. Anaheim, CA Figure C-7 CONSOLIDATION TEST REPORT 0.0 0.4 ' ~ '~. 0.8 I I I 1.2 1.6 ··-~ I I"' c: " 1\ '(ij .... -(/) -2.0 c: 1\ Q) 0 .... Q) a.. 2.4 \ N~l I .8 \ I I I I~, \ 3.2 "'""' ~ \ ' ~ ~ I' 3.6 ~ ~ ~n- 4·0 100 200 500 1000 2(00 5000 Applied Pressure-psf Natural Dry Dens. LL Sp. Overburden Pc Cc Cr Swell Press. Swell eo Sat. I Moist. (pcf) PI Gr. (psf) (psf) (psf) % I 2693 1108 0.1 MATERIAL DESCRIPTION uses AASHTO Project No. 1916-A08 Client: Remarks: Project: SALES I FITNESS BUILDING-MARBRISA PHASE 2 Source: Sample No.: B-5 ElevJDepth: 15' MTGL, Inc. Anaheim, CA Figure C-8 CONSOLIDATION TEST REPORT -0.5 I I I I ' I I I I I I 0.0 I I I I I 0.5 "" r-.in 1.0 i A~ DE~ I ~ r--- I 1.5 i" ~ c:: -~ " -~ Cf) c 2.0 ''I Ql ~ ~ Ql c._ 2.5 i\. I ' ~\ ~ 3.0 1--~N 3.5 1\!t. ' i"' \ i" """' ~ 1-\ 4.0 -·-"--· ~ ~I f\1 I'""'\ ~ 4·5 100 n 21)0 SilO 1000 2000 5000 Applied Pressure -psf Natural Dry Dens. LL Sp. Overburden Pc Cc Cr Swell Press. Clpse. PI eo Sat Moist. (pcf) Gr. (psf) (psf) (psf) % 2559 0.1 MATERIAL DESCRIPTION uses AASHTO Project No. 1916-A08 Client: Remarks: Project: SALES I FITNESS BUILDING -MARBRISA PHASE 2 Source: Sample No.: B-6 ElevJDepth: 15' MTGL, Inc. Anaheim, CA Figure C-9 APPENDIXD ENGINEERING and SEISMIC ANALYSIS General The details of the engineering analyses performed as part of this investigation are discussed in this section. Seismicity Seismic design values were computed based on site coordinates of N33 .13199 and W 117.31241. The nearest active fault computed by the Thomas Blake EQFAULT program is the Rose Canyon Fault, located approximately 8.5 km southwest of the site. The deterministic analyses are attached. The ground motion values derived from the 2010 California Building Code (CBC), Title 24 were obtained from the Java Ground Motion Parameter Calculator, Version 5.1.0 and is attached. Based upon the results of the exploratory borings, the project site is assigned to Site Class JD. CALIFORNIA FAULT MAP Test Run 1000 900 800 700 600 500 400 300 200 100 0 -100~~~~~~~~~~~~~~~-W~~~~~~-L~~~~~~~ -400 -300 -200 -100 0 100 200 300 400 500 600 TEST.OUT *********************** * * * E Q F A u L T * * * * version 3.00 * * * *********************** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: 1916-AOB JOB NAME: Sales, Activity & Fitness Buildings CALCULATION NAME: Test Run Analysis FAULT-DATA-FILE NAME: CDMGFLTE.DAT SITE COORDINATES: SITE LATITUDE: 33.1320 SITE LONGITUDE: 117.3124 SEARCH RADIUS: 100 mi DATE: 10-21-2011 ATTENUATION RELATION: 17) Campbell & Bozorgnia (1994/1997) -Alluvium UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cdist SCOND: 0 Basement Depth: 5.00 km campbell SSR: 0 campbell SHR: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 3.0 Page 1 TEST.OUT EQFAULT SUMMARY DETERMINISTIC SITE PARAMETERS Page 1 -------------------------------------------------------------------------------I ESTIMATED MAX. EARTHQUAKE EVENT I APPROXIMATE --------------------··---------- ABBREVIATED I DISTANCE MAXIMUM I PEAK lEST. SITE FAULT NAME I mi (km) EARTHQUAKE! SITE !INTENSITY I MAG.(Mw) I ACCEL. g IMOD.MERC. ================================ ============== ========== ==========I========= ROSE CANYON 5.3( 8.5) 7.2 0.435 I X NEWPORT-INGLEWOOD (Offshore) 7.2( 11.6) 7.1 0.373 I IX CORONADO BANK 21.1( 33.9) 7.6 0.218 I VIII ELSINORE-TEMECULA 24.3( 39.1) 6.8 0.101 I VII ELSINORE-JULIAN 24.3( 39.1) 7.1 0.129 I VIII ELSINORE-GLEN IVY 35.4( 57.0)1 6.8 0.063 I VI PALOS VERDES 37.8( 60.8)1 7.1 0.075 I VII EARTHQUAKE VALLEY 42.4( 68.3)1 6.5 0.038 I V SAN JACINTO-ANZA 47.0( 75.6)1 7.2 0.062 I VI SAN JACINTO-SAN JACINTO VALLEY 47.8( 77.0)1 6.9 0.047 I VI NEWPORT-INGLEWOOD (L.A.Basin) 48.3( 77.7)1 7.1 0.055 I VI CHINO-CENTRAL AVE. (Elsinore) 49.8( 80.2)1 6.7 0.037 I V SAN JACINTO-COYOTE CREEK 51.7( 83.2)1 6.8 0.039 I V WHITTIER 53.3( 85.8)1 6.8 0.037 I V ELSINORE-COYOTE MOUNTAIN 56.2( 90.5)1 6.8 0.035 I V COMPTON THRUST 58.0( 93.3)1 6.8 0.032 I V ELYSIAN PARK THRUST 60.9( 98.0)1 6.7 0.028 I V SAN JACINTO-SAN BERNARDINO 61.3( 98.6)1 6.7 0.028 I V SAN JACINTO-BORREGO 64.9( 104.5)1 6.6 0.024 I V SAN ANDREAS-San Bernardino 65.7( 105.7)1 7.5 0.053 I VI SAN ANDREAS-Southern 65.7( 105.7)1 7.4 0.048 I VI SAN JOSE 70.6( 113.7)1 6.5 0.019 I IV PINTO MOUNTAIN 72.5( 116.7)1 7.0 0.030 I V SAN ANDREAS-Coachella 73.3( 117.9)1 7.2 0.035 I V SIERRA MADRE 74.3( 119.6)1 7.0 0.027 I V CUCAMONGA 74.6( 120.1)1 7.0 0.026 I V NORTH FRONTAL FAULT ZONE (West) 77.2( 124.2)1 7.0 0.025 I V BURNT MTN. 78.0( 125.6)1 6.4 0.016 I IV CLEGHORN 79.0( 127.2)1 6.5 0.017 I IV EUREKA PEAK 80.8( 130.1)1 6.4 0.015 I IV SUPERSTITION MTN. (San Jacinto) I 81.0( 130.4)1 6.6 0.018 I IV NORTH FRONTAL FAULT ZONE (East) I 81.2( 130.6)1 6.7 0.018 I IV SAN ANDREAS-1857 Rupture I 82.4( 132.6)1 7.8 0.051 I VI SAN ANDREAS-Mojave II 82.4( 132.6)1 7.4 0.036 I V RAYMOND 82.5( 132.8)1 6.5 0.015 I IV CLAMSHELL-SAWPIT II 84.2( 135.5)1 6.5 0.015 I IV ELMORE RANCH 84.7( 136.3)1 6.6 0.017 I IV VERDUGO I 85.2( 137.1)1 6.7 0.017 I IV SUPERSTITION HILLS (San Jacinto)! 85.7( 138.0)1 6.6 0.017 I IV HOLLYWOOD I 87.1( 140.1)1 6.4 0.013 I III Page 2 a Page 2 TEST.OUT DETERMINISTIC SITE PARAMETERS I ESTIMATED MAX. EARTHQUAKE EVENT I APPROXIMATE ------------------------------ ABBREVIATED I DISTANCE MAXIMUM PEAK lEST. SITE FAULT NAME I mi (km) EARTHQUAKE SITE !INTENSITY I MAG.(Mw) ACCEL. g IMOD.MERC. ================================!============== ========== ==========!========= LAGUNA SALADA I 87.4( 140.7) 7.0 0.023 I IV LANDERS I 88.1( 141.8) 7.3 0.030 I v HELENDALE-S. LOCKHARDT I 89.4( 143.8) 7.1 0.025 I V SANTA MONICA I 91.8( 147.7) 6.6 0.014 I IV LENWOOD-LOCKHART-OLD WOMAN SPRGSI 93.1( 149.8) 7.3 0.028 I V BRAWLEY SEISMIC ZONE I 94.1( 151.4) 6.4 0.012 I III MALIBU COAST I 94.3( 151.8) 6.7 0.015 I IV JOHNSON VALLEY (Northern) I 96.1( 154.6) 6.7 0.016 I IV EMERSON So. -COPPER MTN. I 96.2( 154.8) 6.9 0.019 I IV NORTHRIDGE (E. Oak Ridge) I 98.5( 158.5) 6.9 0.016 I IV SIERRA MADRE (San Fernando) I 99.0( 159.3)1 6.7 0.014 I IV SAN GABRIEL I 99.2( 159.7)1 7.0 I 0.020 I IV *********************************************************************'********** -END OF SEARCH-52 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ROSE CANYON FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 5.3 MILES (8.5 km) AWAY. LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION: 0.4353 g Page 3 0 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude= -117.31241 Spectral Response Accelerations Ss and 81 Ss and 81 =Mapped Spectral Acceleration Values Site Class 8 -Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.252 (Ss, Site Class B) 1.0 0.473 (S1, Site Class 8) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude= -117.31241 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x 81 Site Class D-Fa= 1.0 ,Fv = 1.527 Period Sa (sec) (g) 0.2 1.252 (SMs, Site Class D) 1.0 0.722 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33. 13199 Longitude= -117.31241 Design Spectral Response Accelerations SDs and 801 SDs = 2/3 x SMs and 801 = 2/3 x SM1 Site Class D-Fa= 1.0 ,Fv = 1.527 Period Sa (sec) (g) 0.2 0.835 (80s, Site Class D) 1.0 0.481 (801, Site Class D) APPENDIXE GENERAL EARTHWORK AND GRADING SPECIFICATIONS APPENDIXE GENERAL EARTHWORK AND GRADJNG SPECIFICATIONS 1. GENERAL These s~ifications present general procedures and requirements for grading and ear!thwork as shown on the approved grading pJans, including preparation of areas to be filled, placement of fill, installation of subdrains, and excavations. The recommendations contained in the attached geotechnical report are a part of the earthwork and grading specifications and shall supersede the provisions contained herein in the case of conflict Evaluations performed by the Consultant during the course of grading may result in new recommendations, which could supersede these specifications, or the recommendations of the geotechnical report. 2. EARTHWORK OBSERVATION AND TESTING Prior to the start of grading, a qualified Geotechnical Consultant (Geotechnical Engine4~r and Engineering Geologist) shall be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications. It will be necessary that the Consultant provide adequate testing and observation so that he may determine that the work was accomplished as specified. It shall be the responsibility of the Conb·actor to assist the Consultant and keep them apprised of work schedules and changes so that he may schedule his . personnel accordingly. It shall be the sole responsibility of the Contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the a pp:roved grading plans. Maximum dry density tests used to determine the degree of compaction will be performed in accordance with the American Society for Testing and Materials Test Method (ASTM) D1557-91 or later revision. 3. PREPARATION OF AREASTOBEF1LLED Clearing and Grubbing: All of. vegetation and debris shall be removed or piled and otherwise disposed Processing: Tl1e existing ground which is determined to be satisfactory for support of fill shall be scarified to a minimum depth of 6 inches. Existing ground, which is not satisfactory, shall be overexcavated as specified in the follov1•ing section. Overexcavation: Soft, dry, spongy, highly fractured or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, shall be e>verexcavated down to firm ground, approved the Consultant. Moisture conditioning: Overexcavated and processed soils shall be watered, dried-back, blended, and mixed as required to have a uniform moisture content near the optimum moisture content as determined by ASfM D1557. Recompaction: Overexcavated and processed soils, which have been mixed, and moisture conditioned uniformly shall be recompacted to a minimum relative of 90 percent of ASfM 01557. Benching: Where soils are placed on ground with slopes steeper than 5:1 (horizontal to vertical), the ground shall be stepped or benched. Benches shaH be excavated in firm material for a minimum width of 4 feet. 4. FILL MATERIAL General: Material to be placed as fill shall be free of organic matter and other deleterious substances, and shall be approved by the Consultant. Oversize: Oversized material defined as rock, or other irreducible material with a maximum dimension greater than 12 inches, shall not be buried or placed in fill, unless the location, material, and disposal methods are specifically approved by the Consultant. Oversize disposal operations shall be such that nesting of oversized material does not occur, and such that the oversize material is completely surrounded by compacted or densified fill. Oversize material shall not be placed withinlO feet vertically of finish grade or within the range of future utilities or underground construction, unless specifically approved by the Consultant. Import: If importing of fill material is required for grading, the import material shall meet the genera] requirements. 5. FILL PLACEMENT AND COMPACTION Fill Lifts: Approved fill material shall be placed in areas prepared to receive fill in ne,u-horizontal layers not exceeding 6 inches in compacted thickness. The Consultant may approve thicker lifts if testing indica res the grading procedures are such that adequate compaction is being achieved with lifts of greater thjckness. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to attain uniformity of material and moisture in each layer. Fill Moisture: Fill layers at a moisture content less than optimum shall be watered and mixed, and wet fill layers shall be aerated by scarification or shall be blended with drier material. Moisture conditioning and mixing of fill layers shall continue until the fill material is at uniform moisture content at or near qptimum. Compaction of Fi11: After each layer has been evenly spread, moisture conditioned, and mixed, it shall be uniformly compacted to not less that 90 percent of maximum dry density in accordance with ASTM Dl557. Compaction equipment shall be adequately sized and shall be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree of compaction. Fill Slopes: Compacting on slopes shall be accomplished, in addition to normal compacting procedures, by backrolling of slopes with sheepsfoot rollers at frequent increments of 2 to 3 feet as the fill is placed, or by other methods producing satisfactory results. At the completion of grading, I he relative compaction of the out to the slope face shall be at least 90 percent in accordance v,•ith A.STM 01557. Compaction Testing: Field tests to check the fill moisture and degree of compaction will be performed by the consultant. The location and frequency of tests shall be at the consultant's discretion. In general, these tests will be take at an interval not exceeding 2 feet in vertical rise, and/ or 1,000 cubic yards of fill In addition, on slope faces, at least one test shall be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. 6. SUB DRAIN INSTALLATION Subdrain systems, if required, shall be installed in approved ground to conform to the approximate alignment and details shown on the plans or herein. The subdrain location or materials shall not be changed or modified without the of the Consultant. The Consultant, however, may recommend and, upon approval, in subdrain line, grade or materials. All subdrains should be surveyed for line and installation and sufficient time shall be allowed for the surveys, prior to commencement of fill over the subdrain. 7. EXCAVATION Excavations and cut slopes will be examined during grading. If directed by the Consultant, further excavation or overexcavation and refilling of cut areas, and/ or remedial grading of cut slopes shall be performed. Where fill over cut slopes are to be graded, unless otherwise approved, the cut portion of the slope shall be made and approved the Consultant prior to placement of materials for construction of the fiH portion of the slope. BUILDING ENERGY ANALYSIS REPORT PROJECT: Grand Pacific Resorts Villa 60 1582 Marbrisa Circle Carlsbad, CA 92008 Project Designer: NOAA Group Inc. 4990 N Harbor Drive San Diego, CA 92106 (61 9) 297-8066 Report Prepared by: Michael A Carlomagno, PE CGK Consulting Group, Inc. 7968 Arjons Drive Suite A 112 San Diego, CA 92126 (858) 598-4867 GRO P Job Number: 15006 Date: 10/1/2015 NOV I 2 2015 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. Cover Page Table of Contents TABLE OF CONTENTS Form ENV-01-E Envelope Component Approach Form ENV-02-E Fenestration Worksheet Form ENV-04-E Daylit Zone Worksheet Form ENV-06-E Area Weighted Average Calculation Worksheet Form ENV-MM Envelope Mandatory Measures Form MCH-01-E Mechanical Systems Form MCH-02-E HVAC System Requirements Form MCH-03-E Mechanical Ventilation and Reheat Form MCH-04-E Required Acceptance Tests Form MCH-05-E Requirements for Packaged Single Zone Units Form MCH-07 -E Fan Power Consumption Form PLB-01-E Water Heating System EnergyPro 6.7 by EnergySoft Job Number: ID: 15006 Us.er Number: 9765 1 2 3 14 27 29 31 32 36 55 66 69 86 133 ENVELOPE COMPONENT APPROACH .............. ·~· ·--...... w -. . ·~··---_....,., ·~ -· ·-·· -······. -·--··-. __ ,,,.,., ____ ,_ " CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 1 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/112015 A. GENERAL INFORMATION 1 Project Location: 1582 Marbrisa Circle 6 Compliance Method: ~ Component D 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 ~ New Construction D Addition D Alteration 4 Total Conditioned Floor 17,486 9 Building Type(s) 'Ill Nonresidential D High-Rise Residential IZI Hotel/Motel Guest Room I Area: 5 D Schools (Public School) D Relocatable Public School Bldg. GJ Conditioned Spaces D Unconditioned Spaces I D Skylight Area for Large Enclosed Space> SOOO ft2 (If checked include the NRCC-ENV-04-E with submittal) B. ENVELOPE DETAILS-Framed I 1 2 3 4 5 6 7 8 9 10 11 I Continuous Frame Frame Frame Appendix JA4 Cavity Insulation Proposed Required U-Factor From Tag/ID Assembly Type Material Depth Spacing Reference R-value R-value U-Factor Tables, B, C, D Field Inspection Comments I 1 Wall Metal 2x4@ 24 4.3.3-A23 13 4.5 0.106 0.098 Wall 01 Metal Framed 2: 2 Wall Metal 2x8@ 24 4.3.3-A27 19 4.5 0.091 0.105 Wall 02 Metal Framed 2: 3 Wall Metal 2x8_@ 24 4.3.3-A27 19 4.5 0.091 0.105 Wall 02 Metal Framed 2: -- C. ENVELOPE DETAILS-Non-framed 1 2 3 4 5 6 7 8 9 10 Interior or Core Continuous Thickness Insulation Insulation Appendix JA4 Proposed Required U-Factor from Tag/ID Assembly Type Assembly Materials (inches) R-value R-value Reference U-Factor 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 Door Wood, 1-3/4 in. 0 0.0 4.5.1-A4 0.500 0.700 Wood Door D. ENVELOPE DETAILS-Mass 1 2 3 4 5 6 7 8 9 10 11 Mass Furring Strip Interior Exterior Proposed Mass Density Thickness Thickness Insulation Insulation Appendix JA4 Insulation Required U-Factor from Tag/ID Type (lb/ft3) ---(inches) (inches) R-value R-value Reference U-factor Tables, B, C, D Field Inspection Commen_ts_ CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ENVELOPE COMPONENT APPROACH ................... ~· ·--..... , ............. ~_. ...................... , ...... ..., ....... '-''"'""''-''""'-'"-' ""''-''"""'"'•""'-"'"-"'" ,; CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 1 of 4) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 101112015 A. GENERAL INFORMATION 1 Project Location: 1582 Marbrisa Circle 6 Compliance Method: []Component D 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 [] New Construction D Addition D Alteration I 4 Total Conditioned Floor 17,486 9 Building Type(s) _l Ill Nonresidential D High-Rise Residential Ill Hotel/Motel Guest Room I Area: 5 D Schools (Public School) D Relocatable Public School Bldg. [iJ Conditioned Spaces D Unconditioned Spaces I D Skylight Area for Large Enclosed Space> 5000 fe {If checked include the NRCC-ENV-04-E with submittal) I B. ENVELOPE DETAILS-Framed 1 2 3 4 5 6 7 8 9 10 11 Continuous Frame Frame Frame Appendix JA4 Cavity Insulation Proposed Required U-Factor From Tag/ID Assembly Type Material Depth Spacing Reference R-value R-value U-Factor Tables, B, C, D Field Inspection Comments 4 Wall Metal 2x4 @24 4.3.3-A23 13 4.5 0.106 0.105 Wall 01 Metal Framed 2:1 5 Roof Metal 2x4@ 24 4.2.4-A20 30 0.0 0.039 0.039 Attic Tile Roof I ! 6 Wall Metal 2x4@ 24 4.3.3-A23 13 4.5 0.106 0.105 Wall 01 Metal Framed 2: C. ENVELOPE DETAILS-Non-framed I ' 1 2 3 4 5 6 7 8 9 10 Interior or Core Continuous Thickness Insulation Insulation Appendix JA4 Proposed Required U-Factor from Tag/ID Assembly Type Assembly Materials (inches) R-value R-value Reference U-Factor Tables, B, C, D Field Inspection Comments 3 Door Wood, 1-3/4 in. 0 0.0 4.5.1-A4 0.500 0.700 Wood Door 4 Door Wood, 1-3/4 in. 0 0.0 4.5.1-A4 0.500 0.700 Wood Door D. ENVELOPE DETAILS-Mass 1 2 3 4 5 6 7 8 9 10 11 Mass Furring Strip Interior Exterior Proposed Mass Density Thickness Thickness Insulation Insulation Appendix JA4 Insulation Required U-Factor from Tag/ID Type (lb/ft3) (inches) (inches) R-value R-value Reference U-factor Tables, B, C, D Field Inspection Comments CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ENVELOPE COMPONENT APPROACH '-''-"-"I'll 'I.,_,...,.-._,,. v-u ,-._ 1\.YVI.:,J.._U V\JI IV ..., ....... '-''"""''-''"'-''-' ....,..., ......................... , ~ CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 2 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 E. ROOFING PRODUCTS (COOL ROOF) ! 1 2 3 4 5 6 7 8 9 10 11 Mass Roof Proposed Minimum Required 25 lb ft2 CRRC Product Aged Solar Thermal SRI2 Aged Solar Thermal SRI or greater Roof Pitch ID Number Product Type Reflectance Emittance {Optional) Reflecta nee Emittance (optional) Comments . 0 Dl 0 Dl 0 Dl 0 An aged solar reflectance less than 0.63 is allowed provided the maximum roof I 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. 0 The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are 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 I 0 Cement-Based Roof Coating I 0 Other NOTES: 1. 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 same directory and use the equation (0.2+B(P;nitial-0.2) to obtain a calculated aged value. Where pis 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 products other than Field-Applied Coating. 2. 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-ENV-03-E to the to this form. F. Air Barrier 1 2 3 4 5 NameNa Air Barrier Air Barrier Whole Building me Material Type Assembly Type Air Leakage Testing Comments CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ENVELOPE COMPONENT APPROACH ---·-··-------.-··--·-----· ·-...,, •~•• ._., .,.,. '...,,.,_, ,__.' ._.._.n.,,,._.._.,...,.,. 0 CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared; 10/1/2015 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Orientation Surface N, S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 1 Double Metal Clear 3 N 2 0.36 No 0.25 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 Metal Clear 56 w 2 0.36 No 0.25 0.42 New 5 Double Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 6 Double 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. IZl NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. D 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 ENVELOPE COMPONENT APPROACH ....,,_....,-,,, ''··"·"-'-'" v .., 1 ,_ 1 , .... vow .... v ...,,.,"' ''-' ....,,, ..................... .._ ........ , ............................................. CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Orientation Surface N, S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 10 Double 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 Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 13 Double 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 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. D 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 ENVELOPE COMPONENT APPROACH ---... ·---··. -. -...................... --· ..... -· ·-·· -······. --·-··-. --······------- CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 -·-- G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Orientation Surface N, S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 19 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 20 Double Non Metal Clear 56 w 2 0.36 No 0.25 0.42 New 21 Double Non Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 22 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 23 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 24 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 25 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 26 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New I ! 27 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New I 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. IZI 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 ENVELOPECOMPONENTAPPROACH VL...V-1'1111\.V'-'-L-I'iiiV-v 1-L... 1\.,.;oVIW~U VV/ IV ...,., ...... ._,,,, ... ,._ .......... _, "' ............................. CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 --- G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Orientation Surface N, S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 28 Double Non Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 29 Double Non Metal Clear 56 w 2 0.36 No 0.25 0.42 New 30 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 31 Double Non Metal Clear 3 s 2 0.36 No 0.25 0.42 New 32 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 33 Double Metal Clear 3 N 2 0.36 No 0.25 0.42 New 34 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 35 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 36 Double Non Metal Clear 56 w 2 0.36 No 0.25 0.42 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. IZI NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. D 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 ENVELOPE COMPONENT APPROACH ---····---··· -.-., ..... ,, ___ --· ·---------·····. -----------------------f CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES J 1 2 3 4 5 6 7 8 9 10 11 12 I Orientation I Surface N,S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 37 Double Non Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New I 38 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 39 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 40 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 41 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 42 Double Non Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 43 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 44 Double Non Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 45 Double Non Metal Clear 56 w 2 0.36 No 0.25 0.42 New H. ENVELOPE MANDATORY MEASURES J Indicate location on building plans of Mandatory Envelope Measures Note Block: ENV-MM I INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) I For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. ! Ill NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. I D 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 201S ENVELOPE COMPONENT APPROACH ---····---·---.-··--·-----· ·-.......... ._. ............. ._,,_ ...................................... CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Orientation Surface N,S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 46 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 47 Double Metal Clear 3 s 2 0.36 No 0.25 0.42 New 48 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 49 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 50 Double Metal Clear 56 w 2 0.36 No 0.25 0.42 New 51 Double Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 52 Double Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 53 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 54 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. IZI NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. D NRCC-ENV-04-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. L______ ~ --~------------·--~-- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 201S ENVELOPECOMPONENTAPPROACH ---····---··--.-----------· ---· ·-·· -······. ----··-. --------------",·--- CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 2 3 4 5 6 7 8 9 10 11 12 Orientation Surface N,S, W, E #of Max Max Min Conditions Tag/ID Fenestration Type Area or Roof Panes U-Factor Overhang (R)SHGC VT Label Status Comments 55 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 56 Double Metal Clear 20 E 2 0.36 Yes 0.25 0.42 New 57 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New 58 Double Metal Clear 30 E 2 0.36 Yes 0.25 0.42 New 59 Double Metal Clear 56 w 2 0.36 No 0.25 0.42 New 60 Sliding Glass Door 59 w 2 0.45 Yes 0.23 0.17 New H. ENVELOPE MANDATORY MEASURES I ' Indicate location on building plans of Mandatory Envelope Measures Note Block: ENV-MM I 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. JZI NRCC-ENV-01-E Certificate of Compliance. Required on plans for all submittals. D NRCC-ENV-04-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. L__ ----···---·-- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ENVELOPE COMPONENT APPROACH ---··---------------------· --._,,,,_,,._.,.,., • ., .. ,._, ...... ,, ....... ..,._,,.,IV.,..,.._.,...,,. CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 4 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT -1. I certify that this Certificate of Compliance documentation is accurate and complete. h Jl""? J7 Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signatur~ ~ .. Company: CGK Consulting Group, Inc. Signature Date: 10/1/2015 -/ Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): President 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 ofthe State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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~e tation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Nogle Responsible Designer Signature: Ct/956 ( :::i p ---Company: NOM Group Inc. Date Signed: 10/1/2015 Address: 4990 N Harbor Drive License: C/1?~ City/State/Zip: San Diego, CA 921 06 Phone: (619) 297-8066 - CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STI,Tl'o OF CALIFORNIA FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) ProjectName: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/112015 A. WINDOWS DETAILS Worksheet §140.3(a}58 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 fe, or more than or equal to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac -a -a "0 (R)SHGC (R)SHGC QJ -a QJ -a QJ -a e V\ QJ V\ QJ V\ QJ 0 3: 0 3: 0 3: Tag/ID (e.g., Window-1) a. a. a. H/V Proposed Allowed Area e .2 e .2 e .2 H v 0.. <( 0.. <( 0.. <( 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 0.230 0.230 0.500 0.17 4.0 9.0 0.44 0.152 0.230 4 Window 112 0.360 0.360 0.250 0.250 0.500 0.4~ B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wa II Area 5,460 tt'x 0.40 = 2,184 ft' 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTx6ft= 0 tt' West Display Perimeter Area C. Enter Larger of A or B 2 184 ftz Maximum Standard West Area ' D. Enter Proposed West Window Area 2218 ft' 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 8,270 tt'x 0.40= 3,308 tt' 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 tt' Display Perimeter Area G. Enter The Larger of E or F 3,308 ft' Maximum Standard Area H. Enter Proposed Window Area 418 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 STAI~ C)F CALIFORNIA " FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) ProjectName: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/112015 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 TaiJie 116-A and Table 1168. Site-built fenestration Jess than 1,000 ft2, or more than or equal to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac ""0 ""0 ""0 (R)SHGC (R)SHGC QJ ""0 QJ ""0 QJ ""0 e Vl QJ Vl QJ Vl QJ 0 3 0 3 0 3 Tag/ID (e.g., Window-1) c. c. c. H/V Proposed Allowed Area 0 ..9. e ..9. e ..9. H v .... <( <( <( c.. c.. c.. 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 0.11 5.0 9.0 0.56 0.137 0.230 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 ft2 X 0.40 = 2 184 te 40% of Gross West Facing Exterior Wall Area; or ' B. West Display Linear Perimeter 0 FTx6ft= 0 te West Display Perimeter Area C. Enter Larger of A or B 2 184ft' Maximum Standard West Area ' D. Enter Proposed West Window Area 2,218 ftz 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 8,270 te x o.4o = 3,308 ft' 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3,308 te Maximum Standard Area H. Enter Proposed Window Area 418 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) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I DatePrepared: 101112015 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 to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac ""0 ""0 ""0 (R)SHGC (R)SHGC Q) ""0 Q) ""0 Q) ""0 e "' Q) Vl Q) Vl Q) 0 :s: 0 :s: 0 :s: Tag/ID (e.g., Window-1) D.. D.. D.. H/V Proposed Allowed Area e .9 e .9 0 _Q H v <( <( .._ <( a.. a.. a.. 9 Window 118 0.450 0.450 0.230 0.230 0.500 0.11 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 0.4~ B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 ft2 X 0.40 = 2,184 ft' 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTx6ft= 0 ft2 West Display Perimeter Area C. Enter Larger of A orB 2,184 ft' Maximum Standard West Area D. Enter Proposed West Window Area 2,218 te 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 8,270 tex o.4o= 3,308 ftl 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3 308 te Maximum Standard Area ' H. Enter Proposed Window Area 418 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 sn,;n: OF CALIFORNIA \\, f=ENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/112015 A. WINDOWS DETAILS Worksheet §140.3(a}58 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 to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac "0 "0 "0 (R)SHGC (R)SHGC Cll "0 Cll "0 Cll "0 e Vl Cll Vl Cll Vl Cll 0 ;: 0 ;: 0 ;: Tag/ID (e.g., Window-1) 0. 0. 0. H/V Proposed Allowed Area e .9 e .9 e .9 H v a_ <( a_ <( a_ <( 13 Window 118 0.450 0.450 0.230 0.230 0.500 0.11 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 16 Window 3 0.360 0.360 0.250 0.250 0.500 0.4t B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 tex o.4o= 2 184 te 40% of Gross West Facing Exterior Wall Area; or ' B. West Display Linear Perimeter 0 FTx6ft= 0 ft2 West Display Perimeter Area C. Enter Larger of A orB 2,184 ft' Maximum Standard West Area D. Enter Proposed West Window Area 2 218 ftz 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 8,270 te x o.4o = 3,308 ft' 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3 308 te Maximum Standard Area ' H. Enter Proposed Window Area 418 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) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/112015 A. WINDOWS DETAILS Worksheet §140.3{a}58 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 fe, or more than or equal to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac "'0 "'0 "'0 (R)SHGC (R)SHGC OJ "'0 OJ "'0 OJ "'0 e "' OJ "' OJ "' OJ 0 s: 0 s: 0 s: Tag/ID (e.g., Window-1) c. c. c. H/V Proposed Allowed Area e _Q e _Q e _Q H v "-<( "-<( "-<( 17 Window 59 0.450 0.450 0.230 0.230 0.500 0.11 0.0 9.0 0.00 0.230 0.230 18 Window 59 0.450 0.450 0.230 0.230 0.500 0.17 4.0 9.0 0.44 0,152 0.230 19 Window 56 0.360 0.360 0.250 0.250 0.500 0.42 20 Window 30 0.360 0.360 0.250 0.250 0.500 0.4~ 8.0 9.0 0.89 0,115 0.250 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 te x0.40= 2,184 ft' 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTxGft= 0 ft2 West Display Perimeter Area C. Enter Larger of A or B 2 184ft' Maximum Standard West Area ' D, Enter Proposed West Window Area 2 218ft' 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 8,270 te x o.4o = 3,308 tt' 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTxGft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3,3o8 te Maximum Standard Area H. Enter Proposed Window Area 418 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) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) ProjectName: Grand Pacific Resorts Villa 60 I Date Prepared: 1 01112015 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 to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac "'0 "'0 "'0 (R)SHGC (R)SHGC OJ "'0 OJ "'0 OJ "'0 e Vl OJ Vl OJ Vl OJ 0 :1: 0 :1: 0 :1: Tag/ID (e.g., Window-1) c. c. c. H/V Proposed Area e .9 e .9 e .9 H v Allowed a. <( a. <( a. <( 21 Window 20 0.360 0.360 0.250 0.250 0.500 0.4L 8.0 8.0 1.00 0.108 0.250 22 Window 118 0.450 0.450 0.230 0.230 0.500 0.17 3.0 9.0 0.33 0.168 0.230 23 Window 59 0.450 0.450 0.230 0.230 0.500 0.17 5.0 9.0 0.56 0.137 0.230 24 Window 59 0.450 0.450 0.230 0.230 0.500 0.1 I 5.0 9.0 0.56 0.137 0.230 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 ft2 X 0.40 = 2.184 fe 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTx6ft= 0 te West Display Perimeter Area C. Enter Larger of A orB 2 184ft' Maximum Standard West Area ' D. Enter Proposed West Window Area 2,218 te 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 8,270 te x o.4o = 3,308 ft' 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3 308 te Maximum Standard Area ' H. Enter Proposed Window Area 418 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 ST,ATE OF CALIFORNIA -4 FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I DatePrepared: 101112015 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 TaiJ!e 116-A and Table 1168. Site-built fenestration less than 1,000 ft2, or more than or equal to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 ~ 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac "0 "0 "0 (R)SHGC (R)SHGC Q) "0 Q) "0 Q) "0 e Vl Q) Vl Q) Vl Q) 0 3 0 3 0 3 Tag/ID (e.g., Window-1) c. c. c. H/V Proposed Allowed Area e 2 e 2 e 2 H v 0.. <( 0.. <( 0.. <( 25 Window 20 0.360 0.360 0.250 0.250 0.500 0.4~ 3.0 8.0 0.38 0 .. 176 0.250 26 Window 30 0.360 0.360 0.250 0.250 0.500 0.42 8.0 9.0 0.89 0.115 0.250 27 Window 56 0.360 0.360 0.250 0.250 0.500 0.42 28 Window 59 0.450 0.450 0.230 0.230 0.500 0.11 4.0 9.0 0.44 0.152 0.230 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 tex o.4o = 2 184ft' 40% of Gross West Facing Exterior Wall Area; or ' B. West Display Linear Perimeter 0 FTx6ft= 0 te West Display Perimeter Area C. Enter Larger of A orB 2 184ft' Maximum Standard West Area ' D. Enter Proposed West Window Area 2218 ft' 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 8,270 te x o.4o = 3,308 te 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3 308 ft' Maximum Standard Area ' H. Enter Proposed Window Area 418 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 CALIFORNIA ENERGY COMMISSION e CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 l Date Prepared: 1 0/112015 A. WINDOWS DETAILS Worksheet §140.3(a)SB 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 to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac "0 "0 "0 (R)SHGC (R)SHGC Q) "0 Q) "0 Q) "0 e Vl Q) Vl Q) Vl Q) 0 ~ 0 ~ 0 ~ Tag/ID 0.. 0.. 0.. H/V Proposed Allowed (e.g., Window-1) Area £? ..Q £? ..Q £? ..Q H v Q. <i: Q. <i: Q. <i: 29 Window 3 0.360 0.360 0.250 0.250 0.500 0.4~ 30 Window 59 0.450 0.450 0.230 0.230 0.500 0.17 0.0 9.0 0.00 0.230 0.230 31 Window 59 0.450 0.450 0.230 0.230 0.500 0.17 4.0 9.0 0.44 0.152 0.230 32 Window 56 0.360 0.360 0.250 0.250 0.500 0.4~ B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 te x o.4o = 2,184 te 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTx6ft= 0 te West Display Perimeter Area C. Enter Larger of A or B 2 184ft' Maximum Standard West Area ' D. Enter Proposed West Window Area 2 218 te 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 8,270 ft2 X 0.40 = 3,308 ftL 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 te Display Perimeter Area G. Enter The Larger of E or F 3 308 ft 2 Maximum Standard Area ' H. Enter Proposed Window Area 418 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 CALIFORNIA ENERGY COMMISSION e. CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/112015 A. WINDOWS DETAILS Worksheet §140.3{a)SB 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 to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 ~ 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac -.:::l -.:::l -.:::l (R)SHGC (R)SHGC Q) -.:::l Q) -.:::l Q) -.:::l e VI Q) VI Q) VI Q) 0 ;1: 0 ;1: 0 ;1: Tag/ID (e.g., Window-1) 0.. 0.. 0.. H/V Proposed Allowed Area e .2 e .2 e .2 H v a.. <i: a.. <i: a.. <i: 33 Window 30 0.360 0.360 0.250 0.250 0.500 0.4L 8.0 9.0 0.89 0.115 0.250 34 Window 20 0.360 0.360 0.250 0.250 0.500 0.42 8.0 8.0 1.00 0.108 0.250 35 Window 118 0.450 0.450 0.230 0.230 0.500 0.17 3.0 9.0 0.33 0.168 0.230 36 Window 59 0.450 0.450 0.230 0.230 0.500 0.1 I 5.0 9.0 0.56 0.137 0.230 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 ft2 X 0.40 = 2 184 ft' 40% of Gross West Facing Exterior Wall Area; or , B. West Display Linear Perimeter 0 FTx6ft= 0 ft2 West Display Perimeter Area C. Enter Larger of A or B 2,184 ft' Maximum Standard West Area D. Enter Proposed West Window Area 2 218 ft' 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 8,270 fe x o.4o = 3,308 te 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 fe Display Perimeter Area G. Enter The Larger of E or F 3,308 ft' Maximum Standard Area H. Enter Proposed Window Area 418 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 C>F CALIFORNIA '"-' FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/112015 A. WINDOWS DETAILS Worksheet §140.3{a}58 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 to1,000 ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac -o -o -o (R)SHGC (R)SHGC QJ -o QJ -o QJ -o e Vl QJ Vl QJ Vl QJ 0 ;: 0 ;: 0 ;: Tag/ID (e.g., Window-1) 0. 0. 0. H/V Proposed Allowed Area e 2 e 2 e 2 H v c.. <( c.. <( c.. <( 37 Window 59 0.450 0.450 0.230 0.230 0.500 0.11 5.0 9.0 0.56 0.137 0.230 38 Window 20 0.360 0.360 0.250 0.250 0.500 0.42 3.0 8.0 0.38 0.176 0.250 39 Window 30 0.360 0.360 0.250 0.250 0.500 0.42 8.0 9.0 0.89 0.115 0.250 40 Window 56 0.360 0.360 0.250 0.250 0.500 0.4~ B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 te x o.4o = 2,184 te 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTx6ft= 0 te West Display Perimeter Area C. Enter Larger of A or B 2 184 te Maximum Standard West Area , D. Enter Proposed West Window Area 2218 ft' 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 8,270 tex o.4o = 3,308 ft' 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 ft2 Display Perimeter Area G. Enter The Larger of E or F 3,308 ft' Maximum Standard Area H. Enter Proposed Window Area 418 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 ''<)f FENESTRATION WORKSHEET CEC-NRCC-ENV-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 l Date Prepared: 1 0/112015 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 Tahle 116-A and Table 1168. Site-built fenestration less than 1,000 ft2, or more than or equal tol,OOO ft2 see Reference Nonresidential Appendix NA6. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Fenestration Overhang U-Factor SHGC VT Dimensions Calculated Max Window Type Surfac "C "C "C (R)SHGC (R)SHGC Q) "C Q) "C Q) "C e "' Q) "' Q) "' Q) 0 3: 0 3: 0 3: Tag/ID 0.. 0.. 0.. H/V Proposed Allowed (e.g., Window-1) Area e ..Q e ..Q e ..Q H v c.. <( c.. <( c.. <( 41 Window 59 0.450 0.450 0.230 0.230 0.500 0.1 4.0 9.0 0.44 0.152 0.230 B. WEST WINDOW AREA CALCULATION See §140.3(a)5A in the Energy Standards A. Gross West Exterior Wall Area 5,460 tex o.4o = 2,184 ft' 40% of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter 0 FTx6ft= 0 te West Display Perimeter Area C. Enter Larger of A orB 2 184ft' Maximum Standard West Area ' D. Enter Proposed West Window Area 2,218 ft' 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 8,270 te x o.4o = 3,308 te 40% of Gross Exterior Wall Area or F. Linear Display Perimeter 0 FTx6ft= 0 ft2 Display Perimeter Area G. Enter The Larger of E or F 3 308 ft' Maximum Standard Area ' H. Enter Proposed Window Area 418 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) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 2 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 101112015 D. SKYLIGHT AREA CALCULATION See §143(a)6A in the Energy Standards ACTUAL GROSS STANDARD ALLOWED ROOF AREA SKYLIGHT ARIEA A IF Atrium/Skylight Height is :::; 55ft; or 4,540 ft2 X 0.05 = 227 fe B. IF Atrium/Skylight Height is >55ft ft2 X 0.10 = ftL C. Proposed Skylight Area (from plans) 0 fe D. Skylight SSR %1' 2 =Proposed Skylight Area Divided by Actual Gross Roof Area= l 0.0 % 1. If the SKYLIGHT SSR % is less than or equal to 5% then choose the appropriate column in Table 140.3-B and C and row in Table 140.3·.0. 2. 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 D Specific Climate Zone Metal Identification Label-Place two labels on D For Specific Climate Zone, use Table 140.3-B -Prescriptive Envelope each relocatable school building and indicate on the building plans. Criteria. Indicate location from the building plans: Option 2 D Any (All) Climate Zone Metal Identification Label-Place two labels on D For Any (All) Climate Zone, use Table 140.3-D-Prescriptive Envelope each relocatable school building and indicate on the building plans. Criteria. Indicate location from the building plans: CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ''· FENESTRATION WORKSHEET CALIFORNIA ENERGY COMMISSION e CEC-NRCC-ENV-02-E (Revised 05/15) CERTIFICATE OF COMPLIANCE NRCC-ENV-02-E Fenestration Worksheet (Page 3 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/112015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. ~ .L. ~ Documentation Author Name: M' h I A C I PE 1c ae ar omagno, Documentation Author Signat~ r ../:: Company: Signature Date: 1011 1201 ~ -/ CGK Consulting Group, Inc. Address: 7968 Arjons Drive Suite A 112 CEA/ HERS Certification Identification (if applicable): President 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 provi~UI ding owner at occupancy. Responsible Designer Name: Responsible Designer Signa~ ~ p Company: NOAA Group Inc. Date Signed: 101112015 ........ ·- Address: 4990 N Harbor Drive License: cuqs<o City/State/Zip: San Diego, CA 921 06 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 NRCC-ENV-04-E Envelope -Daylit Zone Worksheet (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 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 Jt! that is directly under a roof with a ceiling height> 15ft and~ 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 Sky/it Zone requirements can be met by using either Sky/it Day/it Zones or Primary Side/it Day/it Zones or Combinations. Step 1 Calculate the minimum prescriptively required total Daylit Zone Area, per§140.3{c)l 1. Floor area of enclosed space A 0 fe Floor area Minimum prescriptively required total daylit area is {0.75 x floor area (A) Minimum prescriptively required Total 2. -the area of any permanent obstructions), see §140.3(c)l &§130.1(d)1A B 0 fe for additional details. Daylit Zone Area Step 2 Calculate Total Daylit Zone Area Skylit Daylit Zone Area, determined in accordance with §130.l(d)1A and c 0 fe Skylit Daylit Zone Area 3. as shown on the building plans. Primary Side lit Daylit Zone Area determined in accordance with 4. §130.l(d)1B and as shown on the building plans. D 0 ft2 Primary Side lit Daylit Zone Area 5. Areas of Primary Sidelit Daylit Zone Area that overlap with the Skylit E 0 fe Overlap Zone Area Daylit Zone Area 6. Total daylit Zone Area F = C+D-E F 0 fe Total Daylit Zone Area C. COMPARE DAVLIT ZONE AREA Step 1 Compare 1. / Check ifTotal Day lit Zone Area (F) is equal to or greater than Minimum Prescriptively Required Daylit Zone Area (B). Space PASSES ifF~ B. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 Sl,ATE OF CALIFORNIA "ENVELOPE-DAYLIT ZONE WORKSHEET 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 l Date Prepared: 10/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. I certify that this Certificate of Compliance documentation is accurate and complete. ..LL_ L/ # Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signat_ "'#'"L £ J~ I'~ 4--~ Company: CGK Consulting Group, Inc. Signature Date: 1 0/11201 5 / Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): P1 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building de!sign or system design identified on this Certificate of Compliance (responsible designer). 3. 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. 4. 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.~ t at a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builde rovides o ~e building owner at occupancy. Responsible Designer Name: Gary Nogle Responsible Designer Signa~: ~-~ -~""'' _ ______.. Company: NOAA Group Inc. Date Signed: 10/1/2015 Address: 4990 N Harbor Drive License: a~ 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) Project Name: Grand Pacific Resorts Villa 60 I Date 10/1/2015 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 Area Item/ Weighted Tag Type 1 Type 1 Type 2 Type 2 Type 3 Type 3 Total Average No. Value1 Area2 Value 1 Area2 Value1 Area 2 Area Value3 VFUa [(0.360) X (866 ) + (0.450) X (1,770) + ( __ ) X ( __ )] 2,636 = 0.420 VFUp [(0.360) X (866 ) + (0.450) X (1.770) + ( __ ) X ( __ )] 2,636 = 0.420 VFSa [(0.250) X (866 ) + (0.230) X (1.770) + ( __ ) X ( __ )] 2,636 = 0.237 VFSp [(0.250) X (466 ) + (0.230) X (.3M_) + (0.152) X (472 )] = [(0.115) X (240 ) + (0.108) X (_§Q__) + (0.168) X (472 )] = [(0.137) X (472 ) + (0.176) X (_§Q__) + ( __ ) X ( __ )] 2,636 = 0.176 VFVa [(0.420) X (866 ) + (0.170) X (1.770) + ( __ ) X ( __ )] 2,636 = 0.252 wua [(0.098) X (1,530) + (0.105) X (8,934) + ( __ ) X ( __ )] 10,464 = 0.104 WUp [ (.Q.j_Qfl) X ( 8,402) + (0.091) X (2.062) + ( __ ) X ( __ )] 10,464 = 0.103 DUp [(0.700) X (_0_) + (0.500) X (630 ) + ( __ ) X ( __ )] 630 = 0.500 [( __ ) X ( __ ) + ( __ ) X ( __ ) + ( __ ) X ( __ )] = [( __ ) X ( __ ) + ( __ ) X ( __ ) + ( __ ) X ( __ )] = [( __ ) X ( __ ) + ( __ ) X ( __ ) + ( __ ) X ( __ )] = [( __ ) X ( __ ) + ( __ ) X ( __ ) + ( __ ) X ( __ )] = 1. "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 average. Mixture of different units not allowed. 2. "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. 3. Enter the above Weighted Average Value on the NRCC-ENV-01-E and NRCC-ENV-02-E form and attach this sheet. Area Weighted Averages Tag Allowed Tag Proposed Complies Vertical Fenestration U-Factor VFUa 0.420 VFUp 0.420 YES Vertical Fenestration SHGC VFSa 0.237 VFSp 0.176 YES Vertical Fenestration VT VFVa 0.252 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 0.104 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 CEC-NRCC-ENV-06-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-06-E Area Weighted Average Calculation Worksheet {Page 2 of 2) Project Name: Grand Pacific Resorts Villa 60 Date 10/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. I certify that this Certificate of Compliance documentation is accurate and complete. ..th ~/7 L/ Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signatu7~ ...L:".ttt .c:.,.... ... -Company: CGK Consulting Group, Inc. Signature Date: 10111201 5 / Address: 7968 Arjons Drive Suite A 112 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 sp,ecifications 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 documenta~de provides to the building owner at occupancy. Responsible Designer Name: Gary Nogle Responsible Designer Si~ture: ::l\;V "-·-··~ ... ---Company: NOAA Group Inc. DateSigned: 10/1/2015 Address: 4990 N Harbor Drive License: Gl tt1_4A 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 I Date Grand Pacific Resorts Villa 60 1011/2015 DESCRIPTION Building Envelope Measures: §110.8(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. §110.8(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. §11 0.8(f): The opaque portions offramed demising walls in nonresidential buildings shall have insulation with an installed R-value 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 cfm/ft.2 of §110.6(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 cfm/ft.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. §110.6(a): Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC. §110.6(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). EnergyPro 6. 7 by Energy Soft User Number: 9765 RunCode: 2015-10-01T12:27:40 10:15006 Page 31 of 134 MECHANICAL SYSTEMS ....,_""' ow••..,...,. ,.,_.,, ... '-,,...,.,...,...,_ ..,..,., , .... ----·· -···-···-·-··-· --·······--·-·· CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 1 of 4) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 101112015 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 I Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. YES NO Form/Worksheet # Title IZl D NRCC-MCH-01-E {Part 1 of 3) Certificate of Compliance, Declaration. Required on plans for all submittals. IZl D NRCC-MCH-01-E {Part 2 of 3) Certificate of Compliance, Required Acceptance Tests {MCH-02A to llA). Required on plans for all submittals. Ill D NRCC-MCH-01-E {Part 3 of 3) Certificate of Compliance, Required Acceptance Tests {MCH-12A to 18A). Required on plans where applicable. IZl D 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. 111 D NRCC-MCH-02-E (Part 2 of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water, hot water or condenser water systems. It is optional on plans. ~ D NRCC-MCH-03-E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is optional on plans. 121 D NRCC-MCH-07-E {Part 1 of 2) Power Consumption of Fans. Required on plans where applicable . --121 D NRCC-MCH-07-E (Part 2 of 2) Power Consumption of Fans, Declaration. Required on plar1_s wher~ applicable -- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 MECHANICAL SYSTEMS ...,,_..., ... ~ ........................ -. ._ .............. ._ ... """"'' . ..., ....... ,_, .._.." ... ' ...... ._ ........ .._. ....... -.............. CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 2 of 4) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 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 I 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-OSA MCH-06A MCH-07A MCH-08A MCH-09A MCH-10A MCH-11A Equipment Air Demand Hydronic Automatic Requiring Testing #of Outdoor Single Zone Distribution Economizer Control Supply Fan Valve Leakage Supply Water System Demand Shed or Verification Units Air Unitary Ducts Controls Ventilation VAV Test Temp. Reset Variable Flow Control (DCV) Control GE Zoneline A2 30 I!] 0 0 0 0 0 0 0 0 0 GE Zoneline A2 16 I!] 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 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 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 ---~~-- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 MECHANICAL SYSTEMS ------------. -------------·· -···-··. -------. --·-·····--·--- CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 3 of 4) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/201S 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 I 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: I 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 J 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. I Test Description MCH-12A MCH-13A MCH-14A MCH-15A MCH-16A MCH-17A MCH-18A I Equipment #of Automatic Fault Requiring Testing units Fault Detection & Detection & Distributed Energy Thermal Energy Supply Air Condenser Water or Verification Diagnostics for DX Diagnostics for Air & Storage DX AC Storage (TES) Temperature Reset Reset Controls ECMS Units Zone Systems Systems Controls GE Zoneline AZ 30 D D D D D D D GE Zoneline AZ 16 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 MECHANICAL SYSTEMS w: ----~-·--···-·.-.-.. ··-----· ·-...,., ................................. ,_ . ...,...., ............................... CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 4 of 4) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. I certify that this Certificate of Compliance documentation is accurate and complete. ~ // A' Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signatu?"U' ~ """""""_,.ill -,.r Company: CGK Consulting Group, Inc. Signature Date: 1 01112015 / Address: 7968 Arjons Drive Suite A 112 CEA/ HERS Certification Identification (if applicable): President 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 ofthe State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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. s. 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 wi~documentation the builder provides to the building owner at occupancy. _h ./? Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signatu~ ~ ~ .. Company: CGK Consulting Group Date Signed: 1 011120 1S / Address: 7968 Arjons Drive Suite A 112 License: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 ------ CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ;:, I A I t~ Ur \...ALl rUKI'II lA HVAC SYSTEM REQUIREMENTS 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: 1 0/1/2015 A. Equipment Tags and System Description1 Laundry Room Elevator Machine Electrical Room B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2{a) I I I Cooling Equipment Efficiency 3 110.1 or 110.2{a) I I I HVAC or Heat Pump Thermostats 110.2{b), 110.2{c) I I I Furnace Standby Loss Control 110.2{d) I I I Low leakage AHUs 110.2{f) /_ / I Ventilation4 120.1{b) j_ j_ I Demand Control Ventilation 5 120.1{c)4 I j_ 7 Occupant Sensor Ventilation Control6 120.1{c)S, 120.2{e)3 I I I Shutoff and Reset Controls7 120.2{e) I I I Outdoor Air and Exhaust Damper Control 120.2{f) I I I Isolation Zones 120.2{g) I I I Automatic Demand Shed Controls 120.2{h) I I I Economizer FDD 120.2{i) I I I Duct Insulation 120.4 I I I/ C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4{a & b) y 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) L L / Economizer 140.4{e) L _/~ / Heat and Cool Air Supply Reset 140.4{f) / L / Electric Resistance Heating9 140.4{g) / L 7 Duct Leakage Sealing and Testing. 10 140.4{1) I/ / v Notes: 1. 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. 2. 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. 3. 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 fisted 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ~I A I 1!. Ut-L.-A.Lit-UKI'\IIA. 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 1 Date Prepared: 10/1/2015 A. Equipment Tags and System Description1 Fire Riser Boiler Plant Floor 1 -Room 01 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) I I J Cooling Equipment Efficiency 3 110.1 or 110.2(a) I I ., HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) I I J Furnace Standby Loss Control 110.2(d) j I Low leakage AHUs 110.2(f) /_ / Ventilation4 120.1(b) j_ j_ ., Demand Control Ventilation5 120.1(c)4 I I Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 I I ., Shutoff and Reset Controls7 120.2(e) I I J Outdoor Air and Exhaust Damper Control 120.2(f) I I Isolation Zones 120.2(g) I I Automatic Demand Shed Controls 120.2(h) I I Economizer FDD 120.2(i) I I Duct Insulation 120.4 I I ., C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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) L L Economizer 140.4(e) / _L~ Heat and Cool Air Supply Reset 140.4(f) _L L Electric Resistance Heating9 140.4(g) L L Duct Leakage Sealing and Testing. 10 140.4(1) I/ / ···~ Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ;:, I A I i'.:. Ur 1.-ALit-U~NIA HVAC SYSTEM REQUIREMENTS CALIFORNIA ENERGY COMMISSION NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 A. Equipment Tags and System Description1 Floor 1 -Room OL Floor 1 -Room 02 Floor 1 -Room 04 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documentl Heating Equipment Efficiency 3 110.1 or 110.2(a) J _j__ J Cooling Equipment Efficiency 3 110.1 or 110.2(a) _3_ ~-3 HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J ... i Furnace Standby Loss Control 110.2(d) ... ... "" Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., ., Demand Control Ventilation5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., ., J Shutoff and Reset Controls7 120.2(e) J J J 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 ._J ., J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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. 10 140.4(1) Notes: ~ ., ., 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. 10. 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 ;:, I A If: Ut" vALirU~I'IIIA HVAC SYSTEM REQUIREMENTS 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: 10/1/2015 A. Equipment Tags and System Description1 Floor 1 -Room oe Floor 1 -Room OE Floor 1 -Room 07 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) J J _j Cooling Equipment Efficiency 3 110.1 or 110.2(a) ., ., ;L HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J "j_ J Furnace Standby Loss Control 110.2(d) .,. "" "" Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., ~ Demand Control Ventilation5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 _J J J Shutoff and Reset Controls7 120.2(e) _J J J 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 J J J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 140.4 (a & b) y Y/N y Y/N y Y/N Supply Fan Pressure Control 140.4(c) _J ~ J 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(1) ., ., .t Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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}. 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ;:, I A I C. Ur 1-ALirUKI'IIA HVAC SYSTEM REQUIREMENTS CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) ProiectName: Grand Pacific Resorts Villa 60 Date Prepared: 1 Q/1 /2015 A. Equipment Tags and System Description1 Floor 1 -Room OE Floor 1 -Room OS Floor 1 -Room 1 0 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficienc/ 110.1 or 110.2(a) ., ., :; HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J .... ~ Furnace Standby Loss Control 110.2(d) ... ... .., Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., ., Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., ., J Shutoff and Reset Controls7 120.2(e) J J J 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 _J_ ~ J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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. 10 140.4(1) Notes: ~ ~ ~ 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 '> lA. It Ut" VA.Lit"UKJ\111\ HVAC SYSTEM REQUIREMENTS 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: 1 0/1/2015 A. Equipment Tags and System Description1 Floor 1 -Room 11 Floor 1 -Room 12 Floor 2 -Room 01 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiencl 110.1 or 110.2(a) J j J Cooling Equipment Efficiency 3 110.1 or 110.2(a) ., iL ., HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) ..L _j_ J Furnace Standby Loss Control 110.2(d) .... .... -.,.. Low leakage AHUs 110.2(f) Ventilation4 120.1(b) ., L , Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 _J_ ~ J Shutoff and Reset Controls7 120.2(e) J _J_ J 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 J ., J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y V/N y V/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.10 140.4(1) Notes: ., ~ ~ 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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}. 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ~ II\ I t'.: Ut-VI\LI t"Ut"(l'\111\ HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E I 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 I Date Prepared: 1 0/1/2015 A. Equipment Tags and System Description1 Floor 2 -Room OL Floor 2 -Room 02 Floor 2 -Room 04 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) _j_ _j J Cooling Equipment Efficiencl 110.1 or 110.2(a) ;L_ ;L_ -;, HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J ,.., Furnace Standby Loss Control 110.2(d) "' "' "' Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., J Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)5, 120.2(e)3 J J J Shutoff and Reset Controls7 120.2(e) J J J 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 J J J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y V/N y Y/N y Y/N 140.4 (a & b) Supply Fan Pressure Control 140.4(c) ~ _L J 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(1) ., ./ ./ Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ~If\ If::. Ui \...rf\LiiUKl\111\ HVAC SYSTEM REQUIREMENTS 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 DatePrepared: 10/1/2015 A. Equipment Tags and System Description1 Floor 2 -Room OE Floor 2 -Room OE Floor 2 -Room 07 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2{a) _J_ J J Cooling Equipment Efficiency 3 110.1 or 110.2{a) ~ ~ ., HVAC or Heat Pump Thermostats 110.2{b), 110.2{c) J __j_ J Furnace Standby Loss Control 110.2{d) .., .., -..- Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., J Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 J J J Shutoff and Reset Controls7 120.2(e) J J J 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 ., _L J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y Y/N y Y/N y Y/N 140.4 (a & b) Supply Fan Pressure Control 140.4(c) ~ ~ J 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(1) ~ ~ ~ Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. 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. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ;::, I R IE ur-\..RLirUKNIR HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E {Revised 05/15) CALIFORNIA ENERGY COMMISSION - CERTIFICATE OF COMPLIANCE N RCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 Q/1 /2015 A. Equipment Tags and System Description1 Floor 2 -Room OE Floor 2 -Room OS Floor 2 -Room 1 0 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency 3 110.1 or 110.2{a) J J J Cooling Equipment Efficiency 3 110.1 or 110.2{a) _3 ;; ;; HVAC or Heat Pump Thermostats 110.2{b), 110.2(c) J J J Furnace Standby loss Control 110.2(d) ... ... "' Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ~ ~ ~ Demand Control Ventilation5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 J ~ _J. Shutoff and Reset Controls7 120.2{e) .J J J 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 J J J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y Y/N 140.4 (a & b) y Y/N 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(f) Electric Resistance Heating9 140.4{g) Duct Leakage Sealing and Testing.10 140.4(1) ~ ~ ~ Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ;:, I P\ I 1:. Ut" vALl t"Ut<I\IIP\ HVAC SYSTEM REQUIREMENTS , CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY CO SSIO MMI N - CERTIFICATE OF COMPLIANCE N RCC-MCH-02-E HVAC Dry System Requirements {Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/1/2015 A. Equipment Tags and System Description1 Floor 2 -Room 11 Floor 2 -Room 1 L Floor 3 -Room 01 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficiency 3 110.1 or 110.2(a) ., _3__ ., HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) ... ~ J J Furnace Standby Loss Control 110.2(d) ... ... "' Low leakage AHUs 110.2(f) Ventilation4 120.1(b) ., ., ., Demand Control Ventilation5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., ., ., Shutoff and Reset Controls7 120.2(e) J J J 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 _J .. J ~- C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y Y/N 140.4 (a & b) y Y/N 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(f) Electric Resistance Heating9 140.4{g) Duct Leakage Sealing and Testing.10 140.4(1) ~ ~ ~ Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. 10. 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 HVAC SYSTEM REQUIREMENTS 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: 10/1/2015 A. Equipment Tags and System Description1 Floor 3 -Room OL Floor 3 -Room 02 Floor 3 -Room 04 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficiency 3 110.1 or 110.2(a) ., .,_ _., HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) _j_ J J Furnace Standby Loss Control 110.2(d) .... .... .... Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., ., Demand Control Ventilation5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 J J J Shutoff and Reset Controls7 120.2(e) J J J 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 J J J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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. 10 140.4(1) Notes: ., ., ~ 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 HVAC SYSTEM REQUIREMENTS , CEC-NRCC-MCH-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION - CERTIFICATE OF COMPLIANCE N RCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 A. Equipment Tags and System Description1 Floor 3 -Room OE Floor 3 -Room OE Floor 3 -Room 07 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficiency 3 110.1 or 110.2(a) _;, ;; ;; HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J J Furnace Standby Loss Control 110.2(d) ,. ,. ,. Low leakage AHUs 110.2(f) Ventilation4 120.1(b) ., ~ J Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 J ~ J Shutoff and Reset Controls7 120.2(e) J J J 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 J J J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y Y/N y Y/N y Y/N 140.4 (a & b) Supply Fan Pressure Control 140.4(c) J ., ., 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(1) Notes: ., ./ ./ 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. if one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. if the system is DOC 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ;:, I!'. I~ Ut"" ~!'.Lit""UKI'II!'. HVAC SYSTEM REQUIREMENTS 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: 1 0/1/2015 A. Equipment Tags and System Description1 Floor 3 -Room OE Floor 3 -Room 0£ Floor 3 -Room 1 0 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficiencl 110.1 or 110.2(a) ., ., 3 HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) _j_ _j_ J Furnace Standby Loss Control 110.2(d) "" "' "" Low leakage AHUs 110.2(f) Ventilation4 120.1(b) ., ., J Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., ., J Shutoff and Reset Controls7 120.2(e) J J J 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 J _L J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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. 10 140.4(1) ~ ./ ./ Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. 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. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 \:>If\ I ~ Ui Vf\LiiUt''\J\IIA 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 I Date Prepared: 10/1/2015 A. Equipment Tags and System Description1 Floor 3 -Room 11 Floor 3 -Room 12 Floor 4 -Room 02 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficienc/ 110.1 or 110.2(a) ., .IL ;, HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J J Furnace Standby Loss Control 110.2(d) "' "" "" Low leakage AHUs 110.2(f) Ventilation 4 120.1(b) ., ., ., Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., J .L_ Shutoff and Reset Controls7 120.2(e) J .L J 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 ., ., ., C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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.10 140.4(1) Notes: ., ., ., 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. 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. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ,, "II\ It: U~ 1, .. ,/·\Lit"UKI'\IIf\ HVAC SYSTEM REQUIREMENTS CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/1/2015 A. Equipment Tags and System Description1 Floor 4 -Room 0~ Floor 4 -Room 04 Floor 4 -Room 05 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficiency 3 110.1 or 110.2(a) ., ., 3 HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J J Furnace Standby Loss Control 110.2(d) ,.. ,.. ... Low leakage AHUs 110.2(f) Ventilation4 120.1(b) ~ L ., Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., ., J Shutoff and Reset Controls7 120.2(e) J J J Outdoor Air and Exhaust Damper Control 120.2(f) T ,.. Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 ~ _J ., C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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. 10 140.4(1) Notes: ~ ./ ./ 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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}. 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. 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 ~ I A I i:. Ut-\ .. ,J-\LI t-UKI'\IIA. 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 I Date Prepared: 1 Q/1 /2015 A. Equipment Tags and System Description1 Floor 4 -Room Of Floor 4 -Room 07 Floor 4 -Room 08 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documentl Heating Equipment Efficiency 3 110.1 or 110.2(a) J J J Cooling Equipment Efficiency 3 110.1 or 110.2(a) _;,_ ;; ;; HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J J Furnace Standby Loss Control 110.2(d) ... ... ... Low leakage AHUs 110.2(f) Ventilation4 120.1(b) ., ., ., Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 ., ., ., Shutoff and Reset Controls7 120.2(e) J J J Outdoor Air and Exhaust Damper Control 120.2(f) '0' '0' '0' Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 ., ., ., C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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. 10 140.4(1) Notes: ~ ~ ~ 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. 10. 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 ;::, II\ Ill;: Ui Vf\LiiUt"\J\111\ HVAC SYSTEM REQUIREMENTS CALIFORNIA ENERGY COMMISSION N RCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/1/2015 A. Equipment Tags and System Description 1 Floor 4 -Room 0~ Floor 4 -Room 1 C Floor 4 -Room 11 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency 3 110.1 or 110.2(a) J _j J Cooling Equipment Efficienc/ 110.1 or 110.2(a) .. ;, _3 3 HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) J J J Furnace Standby Loss Control 110.2(d) T T T Low leakage AH Us 110.2(f) Ventilation4 120.1(b) ., ., ., Demand Control Ventilation 5 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)S, 120.2(e)3 J J J Shutoff and Reset Controls7 120.2(e) J J J Outdoor Air and Exhaust Damper Control 120.2(f) T Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 J J J C. PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y 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 Heating 9 140.4(g) Duct Leakage Sealing and Testing. 10 140.4(1) ., ., ., Notes: 1. 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. 2. 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. 3. 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. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. 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). 8. Identify where the heating, cooling and dead band airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. 10. 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 CALIFORNIA ENERGY COMMISSION J;~~ 'CEC-NRCC-MCH-02-E{Revised 06/14) CERTIFICATE OF COMPLIANCE N RCC-MCH-02-E HVAC Wet System Requirements (Page 2 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/1/2015 A. Equipment Tags and System Description1 B. MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documenti Heating Hot Water Equipment Efficiency 3 110.1 Cooling Chilled and Condenser Water 110.1, 140.4(i) Equipment Efficiency 3 Open and Closed Circuit Cooling Towers 110.2{e) 1 conductivity or flow-based controls Open and Closed Circuit Cooling Towers 110.2{e) 2 Maximum Achievable Cycles of Concentration (LSI)6 Open and Closed Circuit Cooling Towers 110.2{e) 3 Flow Meter with analog output Open and Closed Circuit Cooling Towers 110.2{e) 4 Overflow Alarm Open and Closed Circuit Cooling Towers 110.2(e) 5 Efficient Drift Eliminators Pipe Insulation 120.3 C. PRESCFliPTIVE MEASURES Cooling Tower Fan Controls 140.4(h)2, 140.4(h)S Y/N Y/N Y/N Cooling Tower Flow Controls 140.4(h)3 Centrifugal Fan Cooling Towers4 140.4(h)4 Air-Cooled Chiller Limitation5 140.4(j) 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: 1. 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. 2. 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. 3. 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. For chillers operating at non-standard efficiencies provide the Kadj values. For chillers also note whether the efficiencies are Path A or Path B. 4. Identify if cooling towers have propeller fans. If towers use centrifugal fans document which exception is used. 5. 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 I Date Prepared: 1 0/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. I certify that this Certificate of Compliance documentation is accurate and complete. ~ /".;/ .6' Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signa?£../' Ill"! ~ Company: CGK Consulting Group, Inc. Signature Date: 101112015 / Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): President 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 underst2t ~~~t~~0d copy of this Certificate of Compliance is required to be included with the documentation the builder provide e b · i ow t occupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signat~~ .£~ ....!""'"...Jill L~ -... _~ ~ Company: CGK Consulting Group Date Signed: 1 01112015 "' Address: 7968 Arjons Drive Suite A 112 License: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867' CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ._ ..... ._ ... ~----... ._ ...... .., ...... " .................... ..,..,, ' ..... .... ..... ,, '-'1'\.1'11,-,L..I'II-1'\.'-"1 ......... IYIIVII.....,.....,I.._,I'I CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page _1 of 2) Project Name: Grand Pacific Resorts Villa 60 I DatePrepared: 10/1/2015 --- ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A N <o l>z <m to--O"' x;;l __,__, )>m Gl:S: ---- Laund1 Elevat1 Electri1 Fire Ri Boiler Room B no om OV> CG) -zz QGl"'' s:;r::~ -~~ O:;o :;;:-< c )> 0 :;i;orn --nm-r)>Gl OoZ :;;:c,-o -)>~ Qz:?.: ;;:OJ> -~ D I mO l>m __,V> _;zGi QGlz ~~~ --n:S: 5~ :E-< n z ;;J ~~ z., -m 0 g _;r:: Q~ S:5 -:;;: G n 0 z l>Q ~N~ ~ -l>o z m 0 53 51 60 53 51 411 s: z n ~ ~ :;o )> :;o ~ H 0.15 18 0.15 18 0.15 \9 0.15 18 0.15 18 s: z n ~ to -< )> :;o m )> 0.15 162 Yellow shaded cells require user input. Remaining cells are protected and automatic z c ~ ~ "0 m 0 ;>! m 0.5 0.0 0.0 0.0 0.0 2.1 n ~ "0 m :;o ~ :;o V> 0 z K 15.0 0.0 0.0 0.0 0.0 30.0 M N s: z n ~~ ~ :;o n l>)>m 0 -X:;;.Q '5: Qo~o -b s ~ 0 ;;:i c -O:Ez ~ Zto ---<-< 0 n n c;: 8 18 Total 18 0 18 Total 18 0 19 Total 19 0 18 Total 18 0 18 Total 18 62 162 :;o __, .s y y y y y IY B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 "0 :;o v; ~ -B~ ~ nzo)>-< ~g~g558 nw 0 -o r ?f.. z Gl E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. 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. s: nl> ~~ _:;;: O:;;:c "'J>S: g~~ --ni s:~ Q n 0 ~ ;>! r;; ~ R 'N z~ -0 c-.... nzo ,, 0 :;:on -0-nz -..._ )> 5 T 2 ~ (') ->~ 0 noO'o ~ "T1 0..., --to. "'tJ :;: D z:;: c: -0 rn z g V1 '?" 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. M. 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) N. This column identifies whether or not the Design Primary Dead band 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. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. 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. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ._,._.., ......... .._ ... ..., .. _, .._ ''""' ..... ~ ... """"'' ....... .._. ·-·· ,._, ...... --··-· ...... ~ ....... __ ,,._, . CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I DatePrepared: 10/1/2015 ~----- ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A <~ l>z <m "' ...... O"' x<)i --<--< )>m Ci'l~ ...... Room Room Room Room Room B n oo om ,..-!!! -zG'l QGlz ~)>., -;o~ ,~ 5)> :;:;:~ c )> 0 :;:;o~ -nm-r-)>Ci'l OoZ :;::c,, -)>"' qz~ ~0)> -"' -< D :I: mO )>m --<!!! -zG'l QGlz ~)>"" -::0~ ,~ r-)> o, :;:;:-< n z --< "' ~~ z, -m 0 0 n _:!': q~ ~ r--~ G n 0 z ~?;;~ Nm--< -l>o z m 0 558 162 192 530 402 ~ z n ~ ~ "' )> "' ~ H ~ z n ~ "' -< )> "' ~ 0.15 184 0.15 124 0.15 129 0.15 180 0.15 160 Yellow shaded cells require user input. Remaining cells are protected and automatic z c ~ ~ ., m 0 ~ m 2.8 0.8 1.0 2.7 2.0 n ~ ~ "' ., m "' V> 0 z K 30.0 30.0 30.0 30.0 30.0 ~ z n M N ~~ z"' --<-< 0 n n ~ "' n l>)>m 0 -X:;;.Q ~ qo~o -6 s ~ 0 ri=i c -0:;:;: z c:; "' --< <;:: .!:: Total 162 84 184 y Total 184 24 124 IY Total 124 29 129 y Total 129 80 180 y Total 180 60 160 y Total 160 B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 ., "' v; ~ -B~ ?;; nzol>-< i8~"§ D~ I '* z Ci'l E. A terminal unit can be controlled with DOC controls, or non-DOC controls. Each control category has different reheat limitations in code. F. 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. n~ ""x ~-~ o~c "' )> ~ ox, -Om ,:I: ~~ Q n 0 ~ ., c m ~ R g -B~ nzo .,.,, 0 s:on ~ 0-nz ~> s T z §[ n >~ 0 ~ ~ s: no0 cro I -n """ _..., -o S:Dz:s;:;;:; ~ 0 0 "' z~ '?' 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. M. 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) N. This column identifies whether or not the Design Primary Dead band 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 DOC, Design Primary Cooling Airflow* 0.30 for Non-DOC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. Design Primary Cooling Airflow* 0.20 for DOC. Not applicable for Non-DOC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---·-··--···-·. ---··-··-----· ·--· ·-·· _ ....... -·--·-----···---------- CERTIFICATE OF COMPLIANCE N RCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 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 8~ ~ ~ Io () s: s: z () s: -o ()s: r:::J z~ N ~ "' <o ~rn z () z z c iE z u; ~ iE~ l>z 0"' :<>OV> -; 0 s: l>)>~ () zo () zO ........ OQ n C:G) ""Tim G) -;_ "' )>-; z () () () 0 -o'*-~ )> rD 0 <m -zGl -o 0 -0~ )> o-S: co..._ n~z 5E;z nG\Z ~~ n::o~ -l>S2 iE iE ~ m ~~ ~~~~ s: Q~o~~ ,.,s:c s: nzo no"""'"..., s O"' ~~;g :'!:' -o ~~;-g -,-nz ;::!'"'' "' -b g$<~ -b .,, 0 .,0 oo -'c x;;l co,., 3~ S:.--V> N m -; -o co -o -o zco S:~5< s;:og::un .--SOn s n ~...., -~ill -l>o m -;-< .---;-; -:::::~ -l>--,.,-"' -< m m -~:;;:§ -0-0 ;;; ~ 0-~~zs c: Q;s~ -nS: z "' 0 m ()W 0 Om Oo l>"' 0 )> )> 0 V> V> -0 -ni "' D~ rn G\S: r-)> r-J> m "' -o () .--. ..., "' 0:<> .§ ~ o,., 0 0 "' .--0 () .c: ~ z s:~ ~ ~ --:;;:-< :!:-< () m ~ m z c;: )> ?' )> G\ -; Room 402 0.15 60 2.0 30.0 60 60 y Total 60 Room 530 0.15 80 2.7 30.0 80 80 y Total 80 Room 192 0.15 29 1.0 30.0 29 29 y Total 29 Room 162 0.15 24 0.8 30.0 24 24 y Total 24 Room 558 0.15 84 2.8 30.0 84 84 y Total 84 Room 411 0.15 62 2.1 30.0 62 62 y Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. c. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band 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 SO% of the CBC occupant load for egress purposes for spaces without fixed seating. M. 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) N. This column identifies whether or not the Design Primary Dead band 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. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. 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. s. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. ~_I._______Itlis column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 MECHANICAL VENTILATION AND REHEAT :r~'t ~ _, .... ...., . ". ~........... ........... . ....... .... . ~ .................... ..,..,, . .., ...... ·-·· ....... ""'. ··-· .. -~·· .. ···--·~·· CERTIFICATE OF COMPLIANCE N RCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A l B c D E F G H I N 8~ ~ ~ Io n :s: ~ <o ~rn z n z O<.n ;>:JO<.n 0 z l>z c::c; "'T1mG) --<---< )>--< z n n <m -ZG:I "' n~z 5E;z ~~ n::o~ ;:r!i;~ i2 -n co..._ nG>Z :s: O"' ~~~ :2!' "0 ~~;g -,-nz xV\ co, ~~ :S:r"' ._!J~g "0 co -)>--,--~~ "' -< ........ -=:g~ "' l>"' q(5~ -n:S: 0 z )> )> G>:S: r)> r)> 0 "' "' o, .§ ::! o, 0 "' "' ...._ ::;;:-< :2!-< n ~ )> Room 411 0.15 162 Room 558 0.15 184 Room 162 0.15 124 Room 192 0.15 129 Room 530 0.15 180 Yellow shaded cells require user input. Remaining cells are protected and automatic J z c ~ <:;: "0 0 i;; 2.1 2.8 0.8 1.0 2.7 n i2 ~ "' "0 "' "' "' 0 z K 30.0 30.0 30.0 30.0 30.0 :s: z n M N ~~ ~ "' n l>)>m 0 -X:;; .Q 'S: qo~o -6 s ~ 0 ~ c -o:;;:z Cl Zco --<-< 0 n n c;: Total 162 62 162 Total 162 84 184 Total 184 24 124 Total 124 29 129 Total 129 80 180 Total 180 "' --< .!:: y IY y y y B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 "0 "' v; ~ -6~ ~ (")ZOl>-< ~6g;og -n~ ~ '#. z G) E. A terminal unit can be controlled with DDC controls, or non-DOC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. :s: ("))> ""x :s:-_:s;: O:s;:c "':J>:S: g~~ -n:r: :s:~ n 0 Q ~ ;!' r;; U> ·v R 'N z~ -0 0 ...... nzo ..., ' 0 sOn ~ 0-nz ~--)> s T z er ('") );~ 0 no0 ~~ ~ "'T1 ., -t'l -o s.Q z s ;;i ~ 0 0 Vl z, ';<> J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and SO% of the CBC occupant load for egress purposes for spaces without fixed seating. M. 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) N. This column identifies whether or not the Design Primary Dead band 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. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DOC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ....,,_...., .... , ............ ~ .. ~~ ,_ ........................ """""' .... ..., •• ._ .. '-"OH'OUI ,_,.,_,,_, ................... ._.._., ....... CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) I Project Name: Grand Pacific Resorts Villa 60 l Date Prepared: 1 0/1/2015 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 8~ ~ ~ Io n $ $ z n $ ., n$ 'N z~ N ;;o <o ~rn z n z z c ~ z ~ u:; ~ .,> >z Otn ;;oO<n -; 0 $ :l>;x:..~ n zo $~ n zo ..._"" n r--nmG) --i-;;o :p-i z n n n 0 -o* )> "' 0 <m _:zGl -zGl (=):xi~ ~ ., ~~ r;~~§ 0 -o;i< > o-s (=) 0 ......, """\ .,..__ nGlz 5E;z nGlz ~~ ->!2 ~ ~ "' ~ Qf!O~~ ,;;:c $ nzo ~ O"' ~~;g :i:'., ~~;g -,-nz ;+oN~~ ;;o -'o -n ' C1 "T1 0 0 0 xVi "';;a .3~ ;;:rtn ., "' ., ., z"' ~~5< ., ~g~;;o8 o>s r $:On S:.D~~ -c ->--~~ ->a "' --i-< r _x, r--;-; -~~ -;:::~ , -< "' "' -~:;;:§ ;;:; ~ C1- :l>"' q5~ 0 z :l> 0 , 0 ;;:; nw 0 Om "' !J-E_ ~ 0 ;:;; I Gl$ r:p r:p "' :l> , ~ "' n "' -0 r -n I .,_, ~ ~ Vl O;;o ~ ~ o, 0 0 , 0 n .s ;i< z $~ ..__ :;;:-< :;;:-< n "' ~ "' z c;: )> ?J :l> Gl -; Room 402 0.15 60 2.0 30.0 60 60 y I Total 60 ! Room 402 0.15 60 2.0 30.0 60 60 y I Total 60 Room 530 0.15 80 2.7 30.0 80 80 y . Total 80 Room 192 0.15 29 1.0 30.0 29 29 y Total 29 Room 162 0.15 24 0.8 30.0 24 24 y Total 24 Room 558 0.15 84 2.8 30.0 84 84 y Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. c. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band 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. M. 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) N. This column identifies whether or not the Design Primary Dead band 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. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. 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. s. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---. ·-. ·---· --· . --· ·-·· -· ··-··. -·--··-. --·······--·-·· CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E I Mechanical Ventilation & Reheat (Page 1 of 2) I Project Name: Grand Pacific Resorts Villa 60 I DatePrepared: 10/1/2015 ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A l B c D E F G H I N 8g :t> 0 :r:o n :;;:: s: :;;o -m ~rn z n z z Ot.n ;:oO<.n --< 0 <iii cc:; "Tim G) --<-;..--< z n -zGl ;:o n "'--n~z 6E;z nGlz ~~ r;;t;$! ~?i';\2 ~ ~ o"' ~!:: ~ :;;:·" ~~~ ,,z x;;l "'::o .S;:g :S:r-"' Nm--< " "' -:t>--~~ -;..6 m --<--< -~~ Q(§~ -~~ ;:o -< ;..m 0 z :t> :t> Gl:S: r-;t> r-)> m ;:o O;:o .§ ~ O;:o 0 0 ;:o --:;;:-< :;;:-< n ~ ~ Room 411 0.15 162 Room 411 0.15 162 Room 558 0.15 184 Room 162 0.15 124 Room 192 0.15 129 Yellow shaded cells require user input. Remaining cells are protected and automatic J z c ~ ~ " m 0 ;2 m 2.1 2.1 2.8 0.8 1.0 n ~ " m ;:o " m ;:o "' 0 z K 30.0 30.0 30.0 30.0 30.0 :;;:: z n ~~ ZCP --<-< 0 n n c;: Total 184 62 162 Total 162 62 162 Total 162 84 184 Total 184 24 124 Total 124 29 129 Total 129 B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. M r- N ;:o n 0 :;;:: ;\1 ;;; "' y IY y y y 0 " ;:o v; ~ -B~ ~ nzo)>-< ~Og;o8 -n~ ~ "*' z Gl E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. :;;:: n;.. ""x '5:-_:;;:: O:;;::c "';..:;;:: ox, -Om ,:r: s:~ --< Q n 0 :;;:: ~ m !:G R "N z@ -0 0 ..... nzo .,, 0 ~On ~ 0-nz ~ ....... l> 5 T or z ~ n );;~ 0 ~ ~ ~ no0 ~o I "T1 """' -n ""C ~D z ~ c ~ 0 rn z ~ Vl ':;o 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. M. 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) N. This column identifies whether or not the Design Primary Dead band 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. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. 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. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 I ---····--···-·· ---··-··-----· ·--· ·-·· _ ....... -·--··-. __ ....... _____ CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A N <o l>z <m "'--oV> xU5 -i-l )>m G)$ -- Room Room Room Room Room Room B no Om OV> .cc;:; -zz qCi)"' s:;.:::o! -~~ O::o :;;:< c )> ~ 3Co~ -nmCi) r)>z ~~;g -;::;~~ ""ol> s: , -< D :c mO l>m -iV> _:zGi QGlz sl>" -30~ -n:S: 5)> :;;:~ n ~ , :2:; z, -m 0 0 n -;::; i -i , )> z ~ m , G n 0 z _)>0 ;+'::til ~~g 530 402 402 530 192 162 z m 0 ~ z n ~ ;:g , )> , '; H s: z n ~ "' < )> , '; 0.15 180 0.15 160 0.15 160 0.15 180 0.15 129 0.15 124 Yellow shaded cells require user input. Remaining cells are protected and automatic z c ~ Q , 0 ~ 2.7 2.0 2.0 2.7 1.0 0.8 n ~ , m , ;:g , V> 0 z K 30.0 30.0 30.0 30.0 30.0 30.0 ~ z n M N ;g~ z"' -<< 0 n n ~ "' n )>)>m 0 -X:;;.Q $ Qo~o -b ~~0~ c: -0:;;: z ~ , -i c;: .!:: 80 180 y Total 180 60 160 y Total 160 60 160 y Total 160 80 180 y Total 180 29 129 y Total 129 24 124 IY B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 , -:0! "' s: -6~ ~ nzo)>-< ~g~g;cg nw 0 -o .--'*-z Ci) E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. s: !:riS( :5:--:S: O;s:c "J>s ox, -Om -n:c S:!j;: -i Q n 0 s: ~ m ~ R 'N z~ -Q O" nzo "Tlo 0 ~On ~ 0-nz ~---l> s T z ~ n >~ 0 ()~cr~ ~ "T1-""''""'" "'C ~ D z ~ c ~ 0 rn z Q Vl ':;o J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and SO% of the CBC occupant load for egress purposes for spaces without fixed seating. M. 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) N. This column identifies whether or not the Design Primary Dead band 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-DOC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. Design Primary Cooling Airflow* 0.20 for DDC. Not applicable for Non-DOC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 6 ...,,__ ...... I 'II ~ ............ '"'""'' I ..,.., ..__ I~ .... V """'"'""' ..,..,, I'-' ..... I ~,_10 '-'1 H'OU I ,_1'0'-11-0 ...,,_, ........ .._...._..,._., .. CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 l DatePrepared: 10/1/2015 ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A l B c D E F G H I N 8~ )> 0 ~0 n n ~ s: <o - m )>m z z z l>z Otn :;:t;~O~ --i~ --i )>--i 0 r-n <m -zGl -nmGl -zGl "' (=):ii~ z ~ n "'..._ nG>Z 5E;z nG>Z ~~ -l>!:2 ~ O"' ~~;g ::E'" ~~;g -n-nz ;::t:'::IJ~ x;;l "'"' 3-u S:r"' -.!'~6 " "' -)>--~~ m --i--i -~~ _,_ m "' -< )>m nz;;: -nS: 0 z )> G>S: r)> """oJ> r)> m )> "' 0:<> s: "' o, 0 0 "' m ..._ ::;;:-< --< ::E-< n )!;! )> Room 558 0.15 184 Room 411 0.15 162 Room 558 0.15 184 Room 162 0.15 124 Room 192 0.15 129 Yellow shaded cells require user input. Remaining cells are protected and automatic I z c ~ ~ " 0 :;; 2.8 2.1 2.8 0.8 1.0 J n ~ " m "' " m "' "' 0 z K 30.0 30.0 30.0 30.0 30.0 s: z n M N j;~ ~ "' n l>)>m 0 -x:;;q S: Oo~o -6 S:~O;;i c -0::;;: z [il Zoo --<-< 0 n n c;: Total 124 84 184 Total 184 62 162 Total 162 84 184 Total 184 24 124 Total 124 29 129 Total 129 "' --i r y IY y y y B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 -~ g <.n s: -B~ 5; nzo:r>-< ~6g;i58 -n~ ~ ,o -o' Z Gl E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. p s: n)> ~2S _;;: O;;:c "'J>S: Ox, -Om -n::c S:);! --i n 0 s: Q ~ m "' ·-v R ~ -~~ nzo .,.,, 0 :s:on ~ 0-nz ~-)> 5 T z !E"' n )>",ll 0 ~ ~ :s: no0 cro 1 , """' ....... ""C :S:.Q z :s: ;:,:; ~ 0 0 Vl z ~ '?' 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. M. 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) N. This column identifies whether or not the Design Primary Dead band 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. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. 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. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 .................................. ---................. ---· ...... --·-·· -·-------------. --··-------·-·· CERTIFICATE OF COMPLIANCE N RCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/1/2015 -···--- ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A N <o l>z <m oc"-O"' xV\ --<--< l>m G>S: -- Room Room Room Room Room Room B "o om ~!:!! -G) -zz QG1'"0 S:1::~ -~s rl> ~~ c ~ ~ :<lOV> ~~G) OoZ :;:·"" -~~ qzs s:Ol> -~ D I mO l>m --<"' _:zGi ~G)Z S:l>"" -:::c~ -nS: .--l> ~~ n z --< "' :2:~ z., -m 0 0 n l>--< --"' n"'l> -,-nz ~5~ :;:m "' G n 0 z ~~~ Nm--< -l>o z m 0 530 402 402 530 192 162 ~ z n ~ "" m "' l> "' ~ H s: z n ~ oc < l> "' m l> 0.15 ISO 0.15 160 0.15 160 0.15 ISO 0.15 129 0.15 124 Yellow shaded cells require user input. Remaining cells are protected and automatic z c ~ ~ "" 0 ~ 2.7 2.0 2.0 2.7 1.0 O.S n ~ "" m "' "" m "' Vl 0 z K 30.0 30.0 30.0 30.0 30.0 30.0 M N s: z n );~ ~ "' n l>l>m 0 -X;;;.Q S: no-no 1 Zoe --<< ~ ~ 5 ~ ~ -o:;:z m 0 n n c;: SO ISO Total ISO 60 160 Total 160 60 /60 Total 160 SO ISO Total ISO 29 129 Total 129 24 124 "' --< Vl .s 'Y y y y y ;Y B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 "" "' u:; ~ -6~ ~ nzo:t>-< ~6g;o8 -.o~ ~ ?f. z G) E. A terminal unit can be controlled with DOC controls, or non-DOC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. p s: nl> ~~ -S: Os:c "'l>S: ox, -Om ""ni s:~ --< Q n 0 s: ~ m !:3 R z-g -o*-Qf=o :5:0 0 -o ,n .Qz );; s T z ~~ n );;~ 0 (=)ocr~ ~ "T1 0 ~ """" "'C :5:!} z :5: c -0 f= Q ?J m V> J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and SO% of the CBC occupant load for egress purposes for spaces without fixed seating. M. 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) N. This column identifies whether or not the Design Primary Dead band 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 DOC, Design Primary Cooling Airflow* 0.30 for Non-DOC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. Design Primary Cooling Airflow* 0.20 for DOC. Not applicable for Non-DOC zones or zones where Design Primary Cooling Airflow is 300 cfm or less. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---····--·-·-·· ---·---------· ·---__ ., -----··. ----··-. __ ,,,.,, ___ ·- CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/1 /2015 --·--- ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAV Deadband Primary Air CFM A N <o l>z <m 00--0"' xU\ -;-; )>m G'>S: -- Room B (')0 om Otn CG) -zz ~Ci)-c S:~;o! -~~ O::o ;E-< c 0 l> m ~~~ r-l>z ~~::g -;::;~~ ,.,Ol> s: "' --< D I mO l>m -;~ -zG'l ~Ci)z S:l>" -:::o~ ,.,s: r")> a, :E-< (') z ;j 2:~ z., -m 0 0 (') l>-; --"' n::<>l> ,.,-nz .§6~ :Es;J G (') 0 z ~5;~ "m --i -l>o z m 0 558 s: z (') ~ ~ "' l> "' ~ H s: z (') ~ 00 -< l> "' ~ 0.15 184 z c ~ ~ ., m 0 ;>! m 2.8 (') ~ ~ "' ., m "' V> 0 z K 30.0 s: z (') ~~ zoo -;-< 0 (') (') c;: Total 84 M N ~ "' (') l>)>m 0 -x:;oq S: ~O~o -b ~ ~ 0 ;;:i c -o;Ez Gi "' -; r- 24 84 y Total 184 Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. 0 ., -!0! ln s: -6~ 5; nzol>-< ~g~g;o8 (')W 0 -a r-'#. z G'l E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Dead band Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. s: (')l> ,.,X s:--S: Os;c "'l>S: ox, -Om -n::c s:~ (') 0 s: ~ Q ;;; V> ·-..> R -;::; z~ ~ 0 0~ nzo .,.,, 0 SOn ~ 0-.D~ )> s T z er (") );~ 0 t=1o0'~ ~ "T1 0...., ....... '1J s.Dzs ~ ~ 0 0 U> z ~ '?' 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. !\1!. 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) N. This column identifies whether or not the Design Primary Dead band 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-DOC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. 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. R. 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. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Dead band Airflow at the zone level, complies or not. It compares the value in columnS to the value in column C. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---'"' '"'"' ... ...., .. --.......................... ·--· ·-·· -· ...... -··-· . . --·······--·-·· CERTIFICATE OF COMPLIANCE N RCC-MCH-03-E Mechanical Ventilation & Reheat (Page 2 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. I certify that this Certificate of Compliance documentation is accurate and complete. ~ /./ u Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signatur~/ ~ ~ ..,~ -,., -Company: CGK Consulting Group, Inc. Signature Date: 1 0111201 5 / Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): President 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 requireAe in~ wit7ocumentation the builder provides to the building owner at occupancy. ~ Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signatur?~ ~ "'"-" :" "I'_ Company: CGK Consulting Group Date Signed: 10/1/2015 / Address: 7968 Arjons Drive Suite A 112 License: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 ------------------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIRED ACCEPTANCE TESTS ..... -..... ·~· ·--···-·.-. -................ _ ""'"'' ..... ..., ............. u ............................................. '-' ....... ,, CERTIFICATE OF COMPLIANCE N RCC-MCH-04-E Required Acceptance Tests (Page 1 of 3) Project Name: Grand Pacific Resorts Villa 60 l Date Prepared: 10/112015 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 all forms 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 I required on plans where applicable. ---------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIRED ACCEPTANCE TESTS ---... ·--·-·-··-.-. ·--·-----· ·-._, ,._,. '-"'IH"" • .._, • ._, ,._.. o '"'''•"VIIVII.._,.._., ..... ,, CERTIFICATE OF COMPLIANCE N RCC-MCH-04-E Required Acceptance Tests (Page 2 of 3) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 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 DXAC Control Systems System GE Zonelir 30 .; ., ., GE Zonelir 16 .; ., ., CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIRED ACCEPTANCE TESTS ---····--···-··-.-··-··-----· ·-._. ,_, ............ .__ .......... ._.. .................................... - CERTIFICATE OF COMPLIANCE N RCC-MCH-04-E Required Acceptance Tests (Page 3 of 3) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 10/1/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. ~ ./? § Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signat~-~ Company: CGK Consulting Group, Inc. Signature Date: 10111201 b' -/ Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): President 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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, wo,k>h""· """lotlooo, '''"' '"' •poolfi,otlooo '"bmltted to the eofo"emeouge"'y fo' •PPro"l with th;. b"lldlog pe<mlt '"""tioo. I 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 wit~ documentation the builder provides to the building owner at occupancy. ./., ./') Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signatu~~ "'~ -Company: CGK Consulting Group Date Signed: ~ '-/ 10/1/2015 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 REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS -------------------------· ---·- 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: 10/1/2015 --- Equipment Tag(s)1 Floor 1 -Room 01 Floor 1 -Room 02 Floor 1 -Room 03 MANDATORY MEASURES T-24 Sections Requirement3 As Schedulecl Requiremene As Schedulecl Requiremene As Schedulecl Heating Equipment Efficiency 4 110.1 or 110.2{a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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 7 120.1(b) 62 62 84 84 24 24 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 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, 139 Btu/hr 16,864 Btu/hr 7,033 Btu/hr 16,864 Btu/hr 2,712 Btu/hr 15,181 Btu/hr ! 140.4 (a & b) 9,294 Btu/hr 6 957 Btu/hr 9 860 Btu/hr 7 476 Btu/hr 4 853 Btu/hr 4 971 Btu/hr Economizer 140.4(e) NR No Economize! NR No Economizer NR No Economizer Electric Resistance Heating 10 140.4{g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4{1) NR No NR No NR No Notes: I 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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}. I 5. In the ieft coiumn identify the therroostatic requiren;ents front the standard (e.g. programmable setback thermostat or heatpump t"lith electric heat); . In the right column indicate the capabilities of the thermostat as scheduled. 6. 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 I indicate "N/A". 7. 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. I 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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._ -·--··-··---------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 -.... -···-·. --. ·-. ·-----· . -'-''''-" '-J'IH'IU,.._I'I.._I ... .._.I ""'-'1¥11¥11'-''-'1 ...... 1'0 CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E 1 Requirements for Packaged Single-Zone Units (Page 1 of 2) I Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/1/2015 ! Equipment Tag(s)1 Floor 1 -Room 04 Floor 1 -Room 05 Floor 1 -Room 06 MANDATORY MEASURES T-24 Sections Requirement3 As Scheduler! Requiremene As Scheduler! Requirement3 As Scheduler! Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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 AH U 110.2(f) NR none NR none NR none Ventilation 7 120.1(b) 29 29 80 80 60 60 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 2,595 Btu/hr 15,181 Btu/hr 7,478 Btu/hr 16,864 Btu/hr 6,150 Btu/hr 16,864 Btu/hr 140.4 (a & b) 3,313 Btu/hr 4 296 Btu/hr 9 856 Btu/hr 7 457 Btu/hr 7 735 Btu/hr 7 744 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating 10 140.4(g) No No No No No No Duct Leakage Sealing and Testing.11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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". 7. 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. 8. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" 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) 9. 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. ··-- ·----------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 .... -.._ ·~· ·--·~·-·. ---. ·-··-----· ·--· ,_ .. -· ...... -··-· ·-. __ ...... ·--·-·· CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 Equipment Tag(s)1 Floor 1 -Room 07 Floor 1 -Room 08 Floor 1 -Room 09 MANDATORY MEASURES T-24 Sections Requirement3 As Schedulecf Requirement3 As Schedulerl Requirement3 As Schedulerl Heating Equipment Efficiencl 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 Efficiency 4 110.1 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 7 120.1(b) 60 60 80 80 29 29 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 6,150 Btu/hr 16,864 Btu/hr 7,478 Btu/hr 16,864 Btu/hr 2,595 Btu/hr 15,181 Btu/hr 140.4 (a & b) 7,937 Btu/hr 7 333 Btu/hr 9 867 Btu/hr 7 458 Btu/hr 3 313 Btu/hr 4 296 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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". 7. 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. 8. if the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" 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) 9. 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. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS (i}_ ---····--···-·· ---··-··-----· ·--··-·· -···--·-·-....... ~ .... ,,, __ ,.....,.,. CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/1/2015 Equipment Tag(s)1 Floor 1 -Room 1 0 Floor 1 -Room 11 Floor 1 -Room 12 MANDATORY MEASURES T-24 Sections Requiremene As Scheduler/ Requiremene As Schedulecf Requiremene As Scheduler/ Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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(bt 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 7 120.1(b) 24 24 84 84 62 62 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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 I 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) 2,712 Btu/hr 15,181 Btu/hr 7,033 Btu/hr 16,864 Btu/hr 7,862 Btu/hr 16,864 Btu/hr ' 140.4 (a & b) 4,853 Btu/hr 4 971 Btu/hr 9 860 Btu/hr 7 476 Btu/hr 8 102 Btu/hr 7 350 Btu/hr I Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating 10 140.4(g) No No No No No No I Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: ' 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. in the left column identify the thermostatic requirements frorn the standa;d (e.g. prograrnmable setback thermostat or heatpump LAJith electric heat}, . In the right column indicate the capabilities of the thermostat as scheduled. 6. 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 I indicate "N/A". 7. 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. I 8. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" 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) I 9. 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) aeplies. ····--___ CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS fi\_ ---····--···-·· ~--··-··-----· ·--· ·-·· -· ...... -··-· ·-. --·······--·-·· 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: 1 0/1/2015 Equipment Tag(s)1 Floor 2 -Room 01 Floor 2 -Room 02 Floor 2 -Room 03 MANDATORY MEASURES T-24 Sections Requirement3 As Schedulecf Requiremene As Scheduler! Requiremene As Schedulecf 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 Efficiency 4 110.1 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 7 120.1(b) 62 62 84 84 24 24 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 Req Occupancy Sen Req Occupancy SenSJ 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) 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, 139 Btu/hr 16,864 Btu/hr 7,033 Btu/hr 16,864 Btu/hr 2,712 Btu/hr 15,181 Btu/hr 140.4 (a & b) 9,294 Btu/hr 6 957 Btu/hr 9 860 Btu/hr 7 476 Btu/hr 4 853 Btu/hr 4 971 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. in the ieft 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. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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 ifthere 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 ---... ---·-·-·· -------·-----· ·-....... ·-·· -···-··. -·--·· ........................................ ~ 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 I Date Prepared: 10/1/2015 Equipment Tag(s)1 Floor 2 -Room 04 Floor 2 -Room 05 Floor 2 -Room 06 MANDATORY MEASURES T-24 Sections Requiremene As Schedulecl Requiremene As Scheduleff Requiremene As Schedulecl Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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 7 120.1(b) 29 29 80 80 60 60 Demand Control Ventilations 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Controls 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 2,595 Btu/hr 15,181 Btu/hr 7,478 Btu/hr 16,864 Btu/hr 6,150 Btu/hr 16,864 Btu/hr 140.4 (a & b) 3,313 Btu/hr 4 296 Btu/hr 9,856 Btu/hr 7 457 Btu/hr 7,735 Btu/hr 7 744 Btu/hr Economizer 140.4(e) NR No Economize, NR No Economizer NR No Economizer Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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. - CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ...,._ ....... ,,, ........................ -~ ,__ ........................ ~, ..... ....... ·-·· ~· ...... ._,.,__, ·~. _...,, ...... --·-·· 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: 1 0/1/2015 Equipment Tag(s)1 Floor 2 -Room 07 Floor 2 -Room 08 Floor 2 -Room 09 MANDATORY MEASURES T-24 Sections Requiremene As Scheduler! Requiremene As Schedulecf Requirement3 As Scheduler! Heating Equipment Efficiency 4 110.1 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 7 120.1(b) 60 60 80 80 29 29 Demand Control Ventilations 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Controls 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 6,150 Btu/hr 16,864 Btu/hr 7,478 Btu/hr 16,864 Btu/hr 2,595 Btu/hr 15,181 Btu/hr 140.4 (a & b) 7,937 Btu/hr 7 333 Btu/hr 9,867 Btu/hr 7 458 Btu/hr 3,313 Btu/hr 4,296 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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 tans). 3. 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. 4. 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}. 5. 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. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). if either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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 ('JI_A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) Q[JEiies. ----~-- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS ---····--·-·-·· ---··-··-----· ·-'-'''.._" ...,,.,,.,.,.._,,..._,, ..... , ...,.._.IYIIVO"' .... '-''.._,,. 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 I DatePrepared: 10/1/2015 Equipment Tag(s)1 Floor 2 -Room 1 0 Floor 2 -Room 11 Floor 2 -Room 12 MANDATORY MEASURES T-24 Sections Requirement3 As Schedulecl Requiremen7 As Schedulecf Requiremene As Schedutecl Heating Equipment Efficienc/ 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 Efficienc/ 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(bL 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 7 120.1(b) 24 24 84 84 62 62 Demand Control Ventilations 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Controls 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 2,712 Btu/hr 15,181 Btu/hr 7,033 Btu/hr 16,864 Btu/hr 7,862 Btu/hr 16,864 Btu/hr 140.4 (a & b) 4,853 Btu/hr 4 971 Btu/hr 9 860 Btu/hr 7 476 Btu/hr 8 102 Btu/hr 7,350 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing.11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10). Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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). ifthere is no furnace or the unit is rated for <225,000 Btuh indicate "N/A". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). if either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ._..,_..., '"' ''-"'-" Ul""' I"''""',_ I''"""''"''"""" V .... l IV -· ·-·· ._. ... ~ ... -··-·. . ...,._ ....... --·-·· 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 I Date Prepared: 1 0/1/2015 Equipment Tag(s)1 Floor 3-Room 01 Floor 3 -Room 02 Floor 3 -Room 03 MANDATORY MEASURES T-24 Sections Requiremene As Schedulecl Requirement3 As Schedulecl Requirement3 As Schedulecl Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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 7 120.1(b) 62 62 84 84 24 24 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 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 7,033 Btu/hr 16,864 Btu/hr 2,712 Btu/hr 15,181 Btu/hr 140.4 (a & b) 9,799 Btu/hr 6 968 Btu/hr 9,860 Btu/hr 7 476 Btu/hr 4 853 Btu/hr 4,971 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer · Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). I 3. 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. 4. 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). 5. In the ieft coiurnn identify the therrnostatic requirements from the standard (e.g. programmable setback thermostat or heatpurnp with electric heat)., . In the right column indicate the capabilities of the thermostat as scheduled. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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. ·---- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---••• ·--ovo.,_,' ---'•~•·---""""' '""' ...,, ,._., "-'IH'III. ,_,,.,_,,._.' ""''-'IVIIVIUJ'-'1._.1'1 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: 10/1/2015 Equipment Tag(s)1 Floor 3 -Room 04 Floor 3 -Room 05 Floor 3 -Room 06 . MANDATORY MEASURES T-24 Sections Requirement3 As Schedulecl Requiremene As Schedulecl Requirement3 As Schedulecl Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficienc/ 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 7 120.1(b) 29 29 80 80 60 60 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Set 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) 2,595 Btu/hr 15,181 Btu/hr 7,478 Btu/hr 16,864 Btu/hr 6,150 Btu/hr 16,864 Btu/hr 140.4 (a & b) 3,313 Btu/hr 4 296 Btu/hr 9 856 Btu/hr 7 457 Btu/hr 7,735 Btu/hr 7,744 Btu/hr Economizer 140.4(e) NR No Economize! NR No Economizer NR No Economizer Electric Resistance Heating10 140.4(g) No No No No No No I Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). I 3. For each requirement, enter the minimum requirement from the Standard In t/:le left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. 4. 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). 5. in the ieft 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. 6. 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 I indicate "N/A". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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 timec/ock). 10. 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 ---····--... _ .. ~--··-··-----· ·-................................... ,._.. ........... ow .. w ..................... 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: 10/1/2015 Equipment Tag(s)1 Floor 3 -Room 07 Floor 3 -Room 08 Floor 3 -Room 09 MANDATORY MEASURES T-24 Sections Requiremene As Schedulecf Requirement3 As Schedulecf Requiremene As Schedulecf Heating Equipment Efficiency 4 110.1 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 7 120.1(b) 60 60 80 80 29 29 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 6,150 Btu/hr 16,864 Btu/hr 7,478 Btu/hr 16,864 Btu/hr 2,595 Btu/hr 15,181 Btu/hr 140.4 (a & b) 7,937 Btu/hr 7 333 Btu/hr 9 867 Btu/hr 7 458 Btu/hr 3,313 Btu/hr 4,296 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating 10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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. ---- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS ---... ·--···-·· ---··--·-----· ·-"-"'''-11 '-'''-'""I'-'"'-'"-I '-''-'IYHYI"-''-"''-''" 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: 10/1/2015 Equipment Tag(s)1 Floor 3 -Room 1 0 Floor 3 -Room 11 Floor 3 -Room 12 MANDATORY MEASURES T-24 Sections Requiremene As Schedulecl Requirement3 As Schedulecl Requirement3 As Schedulecl Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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 I Low Leakage AHU 110.2(f) NR none NR none NR none Ventilation7 120.1(b) 24 24 84 84 62 62 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 2,712 Btu/hr 15,181 Btu/hr 7,033 Btu/hr 16,864 Btu/hr 8, 715 Btu/hr 16,864 Btu/hr ! 140.4 (a & b) 4,853 Btu/hr 4 971 Btu/hr 9,860 Btu/hr 7 476 Btu/hr 8,933 Btu/hr 6 948 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating10 140.4{g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. in the ieft 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. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) I 9. 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. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ""''-""' ............ ""' .............................................. ...,,,..., VIOL-II Vl'\l'llll. L....I'IIL....I'\'-' I V\.JIVIIVII\JVI"-'1'11 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 I Date Prepared: 10/1/2015 Equipment Tag(s)1 Floor 4 -Room 02 Floor 4 -Room 03 Floor 4 -Room 04 MANDATORY MEASURES T-24 Sections Requirement3 As Scheduler! Requiremene As Scheduler! Requirement3 As Scheduler! 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 7 120.1(b) 84 84 24 24 29 29 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 10,450 Btu/hr 16,864 Btu/hr 3,049 Btu/hr 15,181 Btu/hr 2,995 Btu/hr 15,181 Btu/hr 140.4 (a & b) 12,202 Btu/hr 7 148 Btu/hr 5,038 Btu/hr 4 976 Btu/hr 3,789 Btu/hr 4 306 Btu/hr I ' Economizer 140.4(e) NR No Economize: NR No Economizer NR No Economizer Electric Resistance Heating 10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10). Multiple units of the same make and model with the same application and accessories can be grouped together. I ' 2. 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). 3. 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. 4. 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). 5. in the ieft coiumn 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. 6. 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". 7. 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. 8. if the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) I 9. 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. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---... ·--···-·· ---··-··-----· ·-...................................... ,_, ..................................... 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: 10/1/2015 -····--- Equipment Tag(s)1 Floor 4 -Room 05 Floor 4 -Room 06 Floor 4 -Room 07 MANDATORY MEASURES T-24 Sections Requirement3 As Schedulecl Requiremene As Schedulecl Requirement3 As Schedutecl Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiencl 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 7 120.1(b) 80 80 60 60 60 60 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 8,577 Btu/hr 16,864 Btu/hr 6,985 Btu/hr 16,864 Btu/hr 6,985 Btu/hr 16,864 Btu/hr 140.4 (a & b) 10,696 Btu/hr 7 090 Btu/hr 8 203 Btu/hr 7 347 Btu/hr 8,417 Btu/hr 7 344 Btu/hr Economizer 140.4(e) NR No Economize1 NR No Economizer NR No Economizer Electric Resistance Heating 10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. 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. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---····--···-·· ---··--·-----· ·-...,. ·-·· ....., ...... ' ........... ,.._, ................. w. .................... 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: 10/1/2015 ____ , _____ Equipment Tag(s)1 Floor 4 -Room 08 Floor 4 -Room 09 Floor 4 -Room 1 0 MANDATORY MEASURES T-24 Sections Requiremene As Schedulecf Requirement3 As Schedulecf Requirement3 As Schedulecf Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP 3.00 COP 3.40 COP 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 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 7 120.1(b) 80 80 29 29 24 24 Demand Control Ventilation 8 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e}3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 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) 8,577 Btu/hr 16,864 Btu/hr 2,995 Btu/hr 15,181 Btu/hr 3,049 Btu/hr 15,181 Btu/hr 140.4 (a & b) 10,720 Btu/hr 7 091 Btu/hr 3,789 Btu/hr 4 306 Btu/hr 5 038 Btu/hr 4,976 Btu/hr Economizer 140.4(e) NR No Economize! NR No Economizer NR No Economizer 1 Electric Resistance Heating10 140.4(g) No No No No No No Duct Leakage Sealing and Testing. 11 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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}. 5. 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. 6. 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 ". 7. 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. 8. If the space is required to have either DCVor Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCVor Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) I 9. 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 timec/ock). 10. 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 ................. ·~· ·--·~·-·· ---.. _. .. ___ ... _. ..... ...,, ,._,, '-"'u•u • ._, • ._,,._.. • ...,._,,.,ov,.._..._,,.._.,. CERTIFICATE OF COMPLIANCE N RCC-MCH-OS~E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1 0/1/2015 Equipment Tag(s)1 Floor 4 -Room 11 MANDATORY MEASURES T-24 Sections Requirement3 As Schedule~ Requirement3 As Schedule~ Requiremene As Schedule~ Heating Equipment Efficiency 4 110.1 or 110.2(a) 3.00 COP 3.40 COP Cooling Equipment Efficiency 4 110.1 or 110.2(a) 9.0 EER 10.5 EER Thermostats5 110.2(b), 110.2(c) Setback Setback Furnace Standby Loss Control6 110.2(d) n/a Low Leakage AHU 110.2(f) NR none Ventilation 7 120.1(b) 84 84 Demand Control Ventilation 8 120.1(c)4 NR No Occupant Sensor Ventilation Control8 120.1(c)S, 120.2(e)3 Shutoff and Reset Controls9 120.2(e) Req Occupancy Se1 Outdoor Air and Exhaust Damper Control 120.2(f) Req Gravity Automatic Demand Shed Controls 120.2(h) NR none Economizer FDD 120.2(i) NR Duct Insulation 120.4 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 10,388 Btu/hr 16,864 Btu/hr 140.4 (a & b) 11,519 Btu/hr 7 145 Btu/hr Economizer 140.4(e) NR No Economize: Electric Resistance Heating 10 140.4(g) No No I Duct Leakage Sealing and Testing.11 140.4(1) NR No Notes: 1. Provide equipment tags (e.g. AC1 or AC1 to 10}. Multiple units of the same make and model with the same application and accessories can be grouped together. 2. 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). 3. 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. 4. 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). 5. 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. 6. 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 I indicate "N/A". 7. 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. 8. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/ A" 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) 9. 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. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---·~· ............. _,. --........ ~ .... ~-"'""' ' ..... ...,1>'-11 ...,,,,,11>'-1''-'"-' ...,.._.IVIIVI"-''-"1'-'1'" CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 2 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/2015 11. If duct leakage sealing and testing is required, a MCH-04-Aform must be submitted. DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. ./ .. ....,., A Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signature: ...,.,§ L '~ -;.L,... -'*""'- Company: CGK Consulting Group, Inc. Signature Date: 1 0/112015,.. -/ Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): President 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 i:;?ed 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: 10/1/201[ --/ Address: 7968 Arjons Drive Suite A 112 License: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 --------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ;:, I Po. It: U~ I..Po.Lit""UI"(I'IIR FAN POWER CONSUMPTION 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: 10/1/2015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 1 -Room 01 -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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (C x D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 ' 0.148 WICFM 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 ;:, If\ I>..: Ut"" ~f\Lit""Ut(I'IIA 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: 10/112015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. CFM 2) SUPPLY DESIGN AIRFLOW 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ;:, II'. It Ut" I...P.Lit"Ut<I'IIIP. FAN POWER CONSUMPTION 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: 101112015 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 EFFICIENCY NUMBEIR OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SPal is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ~II\ It Ut-\....1\Lit"UKI'\111\ FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E_j_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 I Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 W. C. or 245 Pascal then enter SP. on line 4. Enter 0.168 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;::, I A I-t Ur I...ALit"U~I'liA 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 I Date Prepared: 101112015 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 offans §140.4(c). A B c D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBEIROF PEAKWATIS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 1 -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 EFFICIENCY NUMBER OF PEAKWATIS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM 87 w in §140.4(c) of the Building Energy Efficiency COLUMN F) Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row d 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ~I A l,t: Ur I.JALirUKNIA 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 I Date Prepared: 1011/2015 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 EFFICIENCY NUMBEI~ OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) 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) 87 Standards. 2} SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 W. C. or 245 Pascal then enter SP. on line 4. Enter 0.148 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 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 I Date Prepared: 101112015 Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for eoch 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 EFFICIENCY NUMBEIROF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 7461 MOTOR DRIVE (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 W. C. or 245 Pascal then enter SP. on line 4. Enter 0.148 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SP. inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 ;:, I A It Ut" vf\Lit"UKI'IIA 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 I Date Prepared: 10/112015 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 EFFICIENCY NUMBEIROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD} Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1} TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c} of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A} If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 /Row 2)1 0.148 W/CFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1} on Line 4} SPa inW.C 5. or Pa 5} SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6} Fan Adjustment= 1-(SP. -1}ISP1 on Row 7 7} ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 '>If\ I,J:. Ul'"" l..f\LII'""UKI'IIf\ 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 I Date Prepared: 10/1/2015 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 EFFICIENCY NUMBEIROF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPI inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;:, I P. It Vr \...P.Lit"V~I'liP. FAN POWER CONSUMPTION CALIFORNIA ENERGY COMMISSION NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 1011/2015 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 EFFICIENCY NUMBEHOF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 1-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 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 EFFICIENCY NUMBEIROF PEAK WATTS BRAKE HP FANS B X EX 7461 MOTOR DRIVE (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;:, II\ l<t Ut" l..I\Lit"UKI'III\ 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 I Date Prepared: 1011/2015 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 EFFICIENCY NUMBEI~ OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER {WATIS, SUM w in §140.4{c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ' ,:::, If\ l"<t: Ui \...f\LiiUKI'ilf\ 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 I Date Prepared: 1011/2015 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 EFFICIENCY NUMBEIROF PEAKWATIS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 1 -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 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 EFFICIENCY NUMBER OF PEAKWATIS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 c' ;:, I A l,t: Ur L.ALirU~I'IIA FAN POWER CONSUMPTION 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: 1011/2015 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 EFFICIENCY NUMBER OF PEAKWATIS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 2 -Room 01 -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 EFFICIENCY NUMBER OF PEAKWATIS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM 87 w in §140.4(c) of the Building Energy Efficiency COLUMN F) Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX {Row 1 I Row d W. C. or 245 Pascal then enter SPa on line 4. Enter 0.148 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ' ~I A I\~ Ut" \...f\Lit"UKI~IA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION "'1!1111111"' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1011/2015 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 EFFICIENCY NUMBEitOF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 2 -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 total fan 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP al is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter 0.148 Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ~I AI'<: Ur 1,.,1\Lit"U~I'IIA 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAI\IS B X EX 746 I MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row d 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 "II\ 1"!:. Ut" \....1\Lit"UKI\111\ 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) ProjectName: GrandPacific Resorts Villa 60 I Date Prepared: 101112015 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2 -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 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 EFFICIENCY NUMBI:ROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;:, I A I c Ut" vALit"UI"(I'IIA 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2 -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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ~I A. !tot:. Ut' L.A.Lit'Ut'U\IIA. 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAI\IS B X EX 7461 MOTOR DRIVE (CxD) Floor 2 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAI\IS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2} SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7} ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 ~ I A 1,.1:: Ut" \...ALl t"UI"'\1'\IIA FAN POWER CONSUMPTION CALIFORNIA ENERGY COMMISSION NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2 -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 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row d 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 "I A tot:. Ut" \,.,1\Lit"Ut'(J'\liA 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 I Date Prepared: 101112015 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 offans §140.4{c). A B c D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAlliS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS BxEx746l MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP .) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter -Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 wfcfm for VAV systems. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ;:, I Po. I C. Ut" L.Po.Lit"UKI'III'o. FAN POWER CONSUMPTION CALIFORNIA ENERGY COMMISSION NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAI\IS B X EX 7461 MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4{c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6} Fan Adjustment= 1-{SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 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 I Date Prepared: 10/1/2015 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 EFFICIENCY NUMBE:ROF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (CxD) Floor 2-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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP al is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;:,IP>.I-t:Url...l'o.Lit"UKI'III'o. 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 2 -Room 11 -Supply Fan 0.100 85.5% 100.0% 1.0 87 Variable Air Volume Fans Systems NOTE: Provide ane 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ;:, I A It: Ur vALirUKI'IIA 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 I Date Prepared: 10/1/2015 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 EFFICIENCY NUMBI:ROF PEAK WATTS BRAKE HP FAI'IIS B X EX 746 I MOTOR DRIVE (Cx D) Floor 2-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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAI'IIS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 W. C. or 245 Pascal then enter SP. on line 4. Enter 0.148 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SP. inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ~ I A. I ~ U~ \....A.LI t-UKI'\IIA. FAN POWER CONSUMPTION 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: 101112015 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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 3 -Room 01 -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 offans §140.4(c). A B c D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANIS B X EX 7461 MOTOR DRIVE (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row d 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan {SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ;:, I A I• I:: Ut"I.,ALit"UKI'IIIA 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 I Date Prepared: 101112015 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 offans §140.4{c). A B c D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (Cx D) Floor 3 -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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAI\IS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM w. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ~I A It Ut" IJALit"UKI'IIA 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBE:ROF PEAKWATIS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 3 -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 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 EFFICIENCY NUMBER OF PEAKWATIS B X EX 7461 BRAKE HP MOTOR DRIVE FANIS (CxD) 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) 87 Standards. 2} SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 '>I P. l't: Ur vP.LirUKI'liP. FAN POWER CONSUMPTION 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: 101112015 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 EFFICIENCY NUMBE:ROF PEAK WAITS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 3 -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 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 EFFICIENCY NUMBER OF PEAK WAITS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SPa) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;:, II\ It: Ur I.JI\Lit"UKI'lll\ F,AN POWER CONSUMPTION CEC-NRCC-MCH-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 I Date Prepared: 101112015 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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (Cx D) Floor 3 -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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP FANIS MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ~I A~ Ut" I.,ALit"UKI'IIIA 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 I Date Prepared: 10/1/2015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) Floor 3 -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 total fan 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2} SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row d 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ;::.JA(t:: Ut" \..ALII"UJ"(NJA 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 I Date Prepared: 1011/2015 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 DESIGN EFFICIENCY NUMBE:ROF PEAK WATTS FAN DESCRIPTION B X Ex 746/ BRAKE HP MOTOR DRIVE FANS (CxD) Floor 3 -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 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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746/ BRAKE HP MOTOR DRIVE FANIS (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 /Row d 0.148 W/CFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SP. inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)/SP1 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 VAV systems. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ~ IJHt: Ur 1.-ALit"U~I'IIIA FAN POWER CONSUMPTION 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: 101112015 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 DESIGN EFFICIENCY NUMBE:ROF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 3 -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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (Cx D) 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) 87 Standards. 2} SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SPt) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6} Fan Adjustment= 1-(SP. -1)ISPt on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 ;:, I A ~t: Ut" L.ALit"UKI"IA FAN POWER CONSUMPTION 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: 10/112015 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 EFFICIENCY NUMBE:ROF PEAK WATTS B X EX 7461 BRAKE HP MOTOR DRIVE FANS (Cx D) Floor 3 -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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (CxD) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ~I A i~t:. Ut" L.-f\Lit"UKI'IIA FAN POWER CONSUMPTION 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: 101112015 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 offans §140.4{c). A B c D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) Floor 3-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 total fan 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ~II\ (l;t: Ut-L.I\Lit"UKI"II\ FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CERTIFICATE OF COMPLIANCE Power Consumption of Fans Requirements CALIFORNIA ENERGY COMMISSION :~o ~ NRCC-MCH-07-E (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 1011/2015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) Floor 3 -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 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 EFFICIENCY NUMBE:ROF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter 0.148 Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6} Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7} ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 .::;, I Pt. f. I::. Ui VPt.Lit-UKI'\IIPt. FAN POWER CONSUMPTION 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: 10/1/2015 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) 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 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANIS B x Ex 7461 MOTOR DRIVE (CxD) 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) 87 Standards. CFM 2} SUPPLY DESIGN AIRFLOW 590 A) If filter pressure drop (SP.) is greater than 1 inch 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter 0.148 Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6} Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 ~I A l>t:: Ut" \..ALit"U~I>jiA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION ... 'lllllii!ll"' CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Grand Pacific Resorts Villa 60 I Date Prepared: 10/1/2015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) 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 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 W. C. or 245 Pascal then enter SP. on line 4. Enter 0.148 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPI inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 ;:, I Po. H: Ur I...RLirUKI'IIR FAN POWER CONSUMPTION 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: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746/ BRAKE HP MOTOR DRIVE FANIS (CxD) 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 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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746/ BRAKE HP MOTOR DRIVE FAI\IS (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP .) is greater than 1 inch 3} TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)1 0.168 W/CFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)/SP1 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 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBE:ROF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) 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 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 EFFICIENCY NUMBE:R OF PEAK WATTS BRAKE HP FANIS B X EX 746 I MOTOR DRIVE (Cx D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 WICFM W. C. or 245 Pascal then enter SPa on line 4. Enter 0.168 Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBE:ROF PEAK WATTS B X EX 7461 BRAKE HP MOTOR DRIVE FANIS (Cx D) 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!ans §140.4(c). A B c D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6}1 0.148 WICFM 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 • ~ I P.. lot: Ur I.,P..LI rUKI'IIP.. FAN POWER CONSUMPTION 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: 101112015 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 DESIGN EFFICIENCY NUMBE:ROF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANS (CxD) 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 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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 W. C. or 245 Pascal then enter SP. on line 4. Enter 0.148 WICFM Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 q ;:, lA-Ic Ut" vALirUKI'IIA 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 I Date Prepared: 1011/2015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS B X EX 746 I MOTOR DRIVE (CxD) 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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 0 ;:, II\ ~cur 1...1\LirU~t'ltl\ 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 I Date Prepared: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (Cx D) 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 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 EFFICIENCY NUMBI:ROF PEAK WATTS BRAKE HP FAI\IS B X EX 746 I MOTOR DRIVE (Cx D) Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAL FAN SYSTEM POWER (WATIS, SUM w in §140.4(c) of the Building Energy Efficiency COLUMN F) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row d 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SP. inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 0 ;:, 11\~t: Ut" 1.-1\Lit"UKI'III\ FAN POWER CONSUMPTION 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: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FAlliS B X EX 746 I MOTOR DRIVE (Cx D) 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 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 DESIGN EFFICIENCY NUMBIER OF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANS (C x D) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-{SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 0 ~ IJ-\i.lt:. Ui \....ALiiUKI\111\ FAN POWER CONSUMPTION 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: 101112015 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 DESIGN EFFICIENCY NUMBER OF PEAK WATTS FAN DESCRIPTION B X EX 746 I BRAKE HP MOTOR DRIVE FANIS (CxD) 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 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 EFFICIENCY NUMBI:ROF PEAK WATTS BRAKE HP FAI'IIS B X EX 746 I MOTOR DRIVE (CxD) 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) 87 Standards. 2) SUPPLY DESIGN AIRFLOW CFM 520 A) If filter pressure drop (SP.) is greater than 1 inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2)1 0.168 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 4) SPa inW.C 5. or Pa 5) SP1 inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.168 WICFM 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 ;:,1A;,t: Ut"" vALit""UI'(NIA FAN POWER CONSUMPTION 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: 101112015 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) 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 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 EFFICIENCY NUMBER OF PEAK WATTS B X EX 746 I BRAKE HP MOTOR DRIVE FANS (Cx D) 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) 87 Standards. 2} SUPPLY DESIGN AIRFLOW CFM 590 A) If filter pressure drop (SP .) is greater than 1 inch 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 I Row 2}1 0.148 WICFM W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1} on Line 4) SPa inW.C 5. or Pa 5) SPt inW.C B) Calculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SP. -1)ISP1 on Row 7 7} ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.148 WICFM 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 Q STAfE OF CALIFORNIA F).N 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) ProtectName: Grand Pacific Resorts Villa 60 I Date Prepared: 1 0/1/201 5 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. ""-..;"'ll A Documentation Author Name: Michael A Carlomagno, PE Documentation Author Sign~_/ '.L: Company: CGK Consulting Group, Inc. Signature Date: 1 0/1120 ~ r-"t;,. .._. 7 - Address: 7968 Arjons Drive Suite A112 CEA/ HERS Certification Identification (if applicable): President 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 submitt•ed 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 unders~~~e2cd copy of this Certificate of Compliance is required to be included with the documentation the builder provid e · go at occupancy. Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Signa?'~.,._ .L. ..11 .._..7 -Company: CGK Consulting Group Date Signed:1 0/1/2015 , Address: 7968 Arjons Drive Suite A 112 License: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 cP / ;:, II\ It:: Ut" \...1\Lit"UKI'III\ .,, WATER HEATING SYSTEM GENERAL INFORMATION 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: 101112015 A. GENERAL INFORMATION/SYSTEM INFORMATION 1. Water Heater System Name: Raypak 700A 2. Water Heater System Configuration: Non-Central 3. Water Heater System Type: 4. Building Type: 5. Total Number of Water Heaters in Systems: 1 6. Central DHW Distribution Type: nla 7. Dwelling Unit DHW Distribution Type: Standard B. WATER HEATER INFORMATION Each water heater type requires a separate form. 1. Water Heater Type: Large Instantaneous Gas 2. Fuel Type Gas Fired 3. Manufacture Name Raypak 700A 4. Model Number 5. Number of Identical Water Heaters: 1 6. Installed Water Heater System Efficiency: 0.95 7. Required Minimum Efficiency: 0.95 8. Standby loss percent or Standby loss total: 0.000 9. Rated Input 700,000 810 Pilot Energy: 911 Water Heater Tank Storage Volume: 175 12 Exterior Insulation On Water Heater: 0 13. Volume of Supplemental Storage: 14. Internal Insulation on Supplemental Storage: 15. Exterior Insulation on Supplemental Storage: CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 c2 ;:, I A It: Ut-\...ALit"U~I'iiA ~ WATER HEATING SYSTEM GENERAL INFORMATION CALIFORNIA ENERGY COMMISSION 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: 10/1/2015 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 all forms to be incorporated onto the building plans. YES NO Form/Worksheet # Title 0 0 NRCC-PLB-01-E Certificate of Compliance, Declaration. Required on plans for all submittals. 0 0 NRCI-PLB-01-E Certificate of Installation. Required on plans for all submittals. 0 0 N RCI-PLB-02-E Certificate of Installation, required on central systems in high-rise residential, hotel/motel application. 0 0 NRCI-PLB-03-E Certificate of Installation, required on single dwelling unit systems in high-rise residential, hotel/motel application. 0 0 NRCI-PLB-21-H Certificate of Installation, required on HERS verified central systems in high-rise residential, hotel/motel application. 0 0 N RCI-PLB-22-H Certificate of Installation, required on HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. 0 0 N RCI-STH-01-E Certificate of Installation, required on any solar water heating DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. I certify that this Certificate of Compliance documentation is accurate and complete. L, ..,.""'? H_ Documentation Author Name: Michael A Carlomagno, PE Documentation Author Signa~~~. ~ Company: CGK Consulting Group, Inc. Signature Date: 1 0/1 /20'J'b / Address: 7968 Arjons Drive Suite A 112 CEA/ HERS Certification Identification (if applicablelPresident 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: 1. The information provided on this Certificate of Compliance is true and correct. 2. 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). 3. 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. 4. 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 pro:4' to the building owner at occupancy. .JI'.. ..,..."') Responsible Designer Name: Michael A Carlomagno, PE Responsible Designer Sign~-' ...L':; Company: CGK Consulting Group Date Signed: ~ -/ 10/1/2015 Address: 7968 Arjons Drive Suite A 112 license: M35807 City/State/Zip: San Diego, CA 92126 Phone: 858-598-4867 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 COMMUNITY FACILITIES DISTRICT NO. 1 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 t:he first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown . . GRAND PACIFIC RESORTS 760 431-8500 Name of Owner Telephone 5900 Pasteur Ct Ste 200 1582 Marbrisa Cr Address Project Address Carlsbad CA 92008 Carlsbad CA 92008 City, State 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 CB151869 Building Permit Number(~) 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:$ 17,923.22 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: $ 2,482.37 Owner's Initials~· Title liMO 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. · B-32 Land Use= Hotel lmp.Area::::: 2 FY = 2015/16 Annex date =12/22/93 Factor= .8776 X 20,423 Square Ft. = $17,923.22 Page 1 of 1 Rev. 07/09 I ~. I I I ~ I I ~ \[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 Grand Pacific Resorts Building Permit Plan Check Number: _C=B=1.:..:5:....::1=8=69=-----------------'-'-·------- Project Addres~.: ..... 1,_,5=8=2....,M""a""rb...,r....,is..,.a_.C"""r _ _._ ______ ____;."""----'-..;.......---'-------- A. P.N _21.....,1._-1....,3:..&.1-_.1_._1-_,.0..._0 __________________ _ Project Applicant (Owner Name): Grand Pacific Resorts Project Description: __,_T...,..im....;e...,s ..... h...,.a..._rex.·-V,_,i""ll,.,_a_,.6""-0 ____________________ _ Building Type ___,c .... o .... mCJ.LLI.m ..... e ... rc ... i .... al.___ _____________________ _ Residential: NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: Square Feet of Living Area in SOU -----~------------~------------------------------------ Residential Additions: Net Square Feet New Area ----------~-----------------------------------------------~ \ . Com~~a~nd~~I:_W~,_4_2_3 __ ._N_e_t_S~q-~_r_e_F_e_e_t_N_e_w_A_re_a_.~(~~-~---~~)_;_I~~~P_2_-_~_._4_··_L ____ _ City Certification of Date 9/24/2014 Applicant Information, (/l.g.fUIII.tt• oflliletJ. ----------~----------------------------------------------- SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD [81 Carlsbad Unified School District 0 Vista Unified School District 0 San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 2 55 P i co Ave 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) ~o:?-4 2222 Contact: Nancy Dolce (By Appt. Only) !:-J Encinitas Union School District-0 San Diegulto Union High School District-By App1ointment 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 increuse in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square fe>otage 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 a rize to sign on behalf of the Owner. Signature: Q .,.. p.,,...,. 1 nf? a:;o.,.., n~/09 ,. ;'::;, .f'" ...-/ P/7 1'1-·· L . .!"\ 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, c:ertifies that the developer, builder, or owner has'satisfied the obligation for school faciliities. 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 TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER B-34 Page 2 of2 CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 Rev. 03/09 OFFICE USE ONLY SAN DIEGO REGIONAL RECORDID# __________________ ~ HHMBP# ____________________ ~ HAZARDOUS MATERIALS QUESTIONNAIRE BPDATE ____ ~--~---- Telephone# 0 APN# 2-1 t-l sl-o Plan File# The following questions represent the facility's activities, NOT the specific project description. PART 1: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required 1'or projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous mate1rials. 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): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Water Reactives Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials Radioactives 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH-HAZARDOUS MATERIALS DIVISION! CHMD): 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 170, 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: 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). § i Will your business dispose of Hazardous Substances or Medical Waste in any amount? 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 0 0 0 @ Will your business store or handle carcinogens/reproductive toxins in any quantity? ~ Will your business use an existing or install an underground storage tank? [3" Will your business store or handle Regulated Substances (CaiARP)? [iY Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 0)? ~ Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CaiARP Exempt I Date Initials 0 CaiARP Required I Date Initials 0 CaiARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 below is no or the answer to any of the Questions #2-5 is yes, applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone (858) 586-2600 prior to the issuance of a building or demolition permit. If the answer to questions #4 or #5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation. (Some residential projects may be exempt from the notification requirements. Contact the APCD for more information.) 1. 2. 3. YES 0 0 0 NO [3' Has a survey been performed to determine the presence of Asbestos Containing Materials? §" Will the subject facility or construction activities include operations or equipment that emit or are capable of Eimitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.Q.Qf, and the list of typical equipment requiring an APCD permit on the reverse side _/of this from. Contact APCD if you have any questions). [3' (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? _/"(Search the California School Directory at http://www.cde.ca._qov/re/sd/ for public and private schools or contact the appropriate school district). 4. 0 ~/ Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. 0 ~ Will there be demolition involvin the removal of a load supportin structural member? Briefly describe business activities: Briefly describe reposed project: ~~ ~ /e!/7 1/5 Name of Owner or Authorized Agent Sign Date FOR OFFICAL USE ONLY: FIREDEPARTMENTOCCUPANCYC~SSIFICMION: ______________________________________________ ~~~~~~~~~- BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCO COUNTY-HMO APCO COUNTY-HMO APCO . . *A stamp 1n th1s box only exempts businesses from completmg or updatmg a Hazardous Matenals Bus1ness Plan. Other perm1ttmg requirements may still apply . HM.Q171 (01/141 rmmtv of San Oi~!l"o-DFH-Ha7arrlcms Materials Oivis.ion PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Deve/oJ2ment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: Permit No.: Cb ) s J r ~ c; Information provided below refers to wori:? being done on the above mentioned permit only./ This form must be completed and returned to the Building Division before the permit can be issued. B-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... 267 New building sewer line? ......................................................................................... Yes .... i No ~--- Number of new roof drains? ..................................................... .., ................................................ ,. ..... . Install/alter water line? ......................................................................................................................... _v __ Number of new water heaters? ......................................................................................................... _1 __ Number of new, relocated or replaced gas outlets? .................................................................... ~ Number of new hose bibs? .................................................................................................................. _4 __ Residential Permits: New/expanded service: Number of new amps: -------- Minor Remodel only: Yes__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this projed: Number of new amps involved in this project: New Construdion: Amps per Panel: Single Phase ............................................................... Number of new amperes ________ _ Three Phase ................................................................. Number of new amperes /(IIJI) I'/ Three Phase 480 ........................................................ Number of new amperes ________ _ Number of new furnaces, A/C, or heat pumps? ............................................................................ ~ New or relocated duct worl::l? .......................................................................... Ves tJ/ No __ _ Number of new fireplaces? ................................................................................................................. : o __ Number of new exhaust fans? ............................................................................................................. ~ Relocate/install vent? ............................................................................................................................. Y __ Number of new exhaust hoods? ........................................................................................................ o __ Number of new boilers or compressors? ........................................................... Number of HP _0 __ Page 1 of 1 Rev. 03/09 City of Carlsbad Valuation Worksheet Building Division Permit No: TOTAL $2,559,497.28 Valuation: $2,559,497 Comm/Res (C/R): c ltJ Yes {PFF=l.82%} ltJ No {PFF = :i.S%} Building Fee $6,637.91 Land Use: Plan Check Fee $4,646.54 Density: Strong Motion Fee $537.00 Improve. Area: Green Bldg. Stand. Fee $100.00 Fiscal Year: Green Bldg PC Fee Annex. Year: Factor: License Tax/PFF $89,582.40 License Tax/PFF (in CFD) $46,582.85 PFF and/or CFD CFD Explanation: 1st hour of Plan Check Fire Expedite Plumbing TBD Mechanical TBD Electrical TBD 0 Attn: Ali Sadre Esgil Corporation Prior to final sign off on project #15-1869 through the City of Carlsbad, the owner has decided due to budget and time constraints that the building needed to change from a wood framed building to a prefabricated steel stud system with steel floor and roof joists as well. This inherently changes the building type to Type 11-B, although not necessary due to size and height of building which conformed as Type V-A. This clearly changes most ofthe Structural drawings and calculations, the Architectural detailing, the Title 24 envelope, etc. Please find the new full sets of drawings for your review/recheck. If you have any questions regarding the changes that were made to these revised Construction drawings, please contact me by cell phone. Regards, Dan Talant NOAA Group 858-736-1508 Attn: Ali Sadre Esgil Corporation •JCT I.:~ 2:.·:·1 / "' Prior to final sign off on project #15-1869 through the City of Carlsbad, the owner has decided due to budget and time constraints that the building needed to change from a wood framed building to a prefabricated steel stud system with steel floor and roof joists as well. This inherently changes the building type to Type 11-B, although not necessary due to size and height of building which conformed as Type V-A. This clearly changes most of the Structural drawings and calculations, the Architectural detailing, the Title 24 envelope, etc. Please find the new full sets of drawings for your review/recheck. If you have any questions regarding the changes that were made to these revised Construction drawings, please contact me by cell phone. Regards, Dan Talant NOAA Group 858-736-1508 CB151869 1582 MARBRISA CR \-,j GRAND PACIFIC RESORT-VILLA#60 ')L! TI~A>=C::>-IARI= llt-.IITC::-?0 4?3 SF OF UNITS. -2069 SF {tl 0~~~ J:..r-~f.~ :fMt£1 ~-~/l/L J . Lvf f'f/l_t<vf if £t~ ?~u /li (<-tu 0ft~k lei· 2w ·Is;-PLAN fu As~ser l·l·ls 7/z.q{lr:; ~ j[ ~)(J)d\_ ~~-\1() owrur CX\C.lf)~ ~ro-N\ 'N'C1()(\ rrOJ(\~ +o ?'(l(.fon. ~\ Q~(\)L( .:IT[ iu '2<?~Ll) tv ~) ~\CV) :m:: +D 0\(Ul F~'JlL to F~ i0-2'1-1~ E6~tJ chnr~ ~o...O P\CJ~c:.hu . .k. ~ ~ -~ ~ to -~ .\ 0 . lo(OO/If:::> ~~@ F~ !1·12.·(5-' II--h> .---~ f'S&l1 G U 1'6-Ayp 1,' · ~ {~~~~~~~~~~~~~~~ Final Inspection required by: See--. ~ Ja_Fire 0 Y-fCf~ QPian OCM&I SW /5/Ji/.. Lj '7 0JSSUED 1 ocv. Approvei:l Date By BUILDING 11 .1-f-./S I A5 l\·\Cf.~(3-~ ttJJ;wJk' L PLANNING ENGINEERING FIRE Expedite? {J N -C? I ,-., I " II ~ n -'01-r::::;, 1 ~~ ..A- DIGITAL FILES Required? Y N HazMat l.e-!r7 II~ 11JA--. APCD Health FormsjFees Sent Rec'd Due? By Encina I I I v N Fire I I I Y N HazHealthAPCD I I 1 I Y N PE&M 1 61!7/!.r"" 1 "7/Uflr I v N I 11 School I 'i/Jc.t/5 I /1 /~ t:f I Y N I 'T Sewer y N Stormwater y N Special Inspection y N CFD: y N I q/).4/15 I It ) 9-!S I I LandUse: l/l;l;t _____ Density: lmpArea: FY: Annex: Factor: J.. J.oM);: /::?f:2Jhf • 87z:!Jft PFF: (Y') N '/~---·-·v"-" ,_1( Comm-ents Date Date Date Date Building IT\· \t;;" I <;;;/"5/1~ II0/2.lll/vo- Planning lo-Z5-IS Engineering I . lo. it; I1-2C1-IS' Fire (pj;J.<;JjtS" Need? 0 Done DOone 0 Done 0 Done City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-10-2016 Plan Check Revision Permit No:PCR16076 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: 1582 MARBRISA CR CBAD PCR 2111311100 Lot#: 0 $0.00 CB151869 Construction Type: 5A Status: Applied: Entered By: Plan Approved: Issued: Project Title: GRAND PACIFIC RESORT:VILLA#60 Inspect Area: REVISIONS TO 1 UNIT ON 4TH FLOOR (HOSPITALITY SUITE TO PRESIDENTIAL SUITE) Applicant: DAN TALANT STE 201 4990 N HARBOR DR SAN DIEGO CA 92106-2371 619-297-8666 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $290.00 Inspector: Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 $290.00 $0.00 $0.00 Total Payments To Date: $290.00 Balance Due: FINAL APPROVAL Date: Clearance: ISSUED 04/27/2016 SLE 05/10/2016 05/10/2016 $0.00 NOTlCE: Please take NOTICE that approval of your project indudes the "Imposition'' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees' exactions." You have 90 days from the date this penrit was issued to protest irrposition of these fees' exactions. If you protest them, you must follow the protest procedures set forth in <?overnrrent O:Jde Section 66020(a), and file the protest and any other required infonnation wth the Oty Manager for processing in a=rdanoe wth Carlsbad Munidpal Code Section 3.32.030. Failure to tirrelyfollowthat prooedure \Mil bar any subsequent legal action to attack, review, set aside, void, or annul their irrposition. You are hereby FURll-IER NOTlFIED that your right to protest the spedfied fees/exactions OOES NOT APPLY to water and se\1\er oonnection fees and capadty changes, nor planning, zoning, grading or other simlar application prooessing or servioe fees in connection wth this project. NOR OOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTlCE sinilar to this or as to which the statute of linitations has oreviouslv othervvise exPired. City of Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Checl< Revision No. PCJ2. \ lQ -llo Original Plan Checl< No. -..-.. - . ;158"" M D-O&IZJSA C;£C.~'E Date ProJect Address ·""'.;:... '1 '""' B-A¥-iSBtlft>, uti Contact 'OA-f'ol 714-l..;:l'r-N 1 Ph ( ~11) ;l"l 7 -!5~&:-C.. Fax Email p.JI'rl'-/ 1~/1./cJ~ (1\lG. C.,,_.., Contact Address f'?O /4. ~K. ptz. S"T"/9 ;Lof 5A-N "'t>rt:rG c:>, CtA-""!:21 0 2, General Scope of Worl< City Zip Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: G;JPlans D Calculations 0 Soils D Energy ~er ? Pt...-U ~rE>J .Y ~ / ~ICI4-L- 2. Describe revisions in detail 3. List page(s) where each revision is shown /~C:JY2. ~~ OF ot.~re (I) Hc:Spt~f'! ;,.-1·/ sot rc:r ( 8;J4 sQ ..,..,--) co TY ptc..A-c.. p~r~T'~ P-2 ./ GUI("e ( ez</-sQ pr) . .JoB Wl'-l--/Ncu.J~ Jl;l(A/. ~/ P-z. z_ ~ v 1141.... O'F e:c. (.) N. ~ I Sl"-1 "7 BA.,-1-{ 71 t--6 / f ~-'f. I wooD f.A+1U..IN.~. 1/f.fAlt~ CQu,.J.~c.::r~ p-5"'./ s vc-t-1 f'r:S r-L""5"Z-V Tl L:B,. , .. r&v.:> &....fi!P('1-f '"'Ft~Ttf/tES/ /)l+f"'fi-p-l.,..f ,...--,--,. .,~,~ ~o'-::=-/ P-7} i -f'lLCS~-I ~e ~Vr-rr;_. o-;=-c.. ... ._.....,.... t? r---t { -7-2.... tC~:t:>tN.~ M-~IA-l~. f3 -,3. 2- /' m F r7 -S· I -t \oov-£-s-z, e:-t,.; / 5. Does this revision, in any way, alter the exterior of the project? DYes 6. Does this revision add ANY new floor area(s)? D Yes [IJ1\Io 7. Does this revision affect any fire related issues? 0 Yes 8. Is this a complete set? 0 Yes ~o [Ll1\lo £:'Signature '1=\· U· 4. List revised sheets that replace existing sheets 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In (partnersliip witli qovernment for (]JuiCding Safety DATE: MAY 09, 2016 JURISDICTION: CARLSBAD Cfl APELICANT ~IS. D PLAN REVIEWER D FILE PLAN CHECK NO.: 15-1869 (REV. #3)-NEW PCR#16-076 __ SET: I PROJECT ADDRESS: 1582 MARBRISA CIRCLE PROJECT NAME: MARBRISA RESORT (TIME-SHARE)-Hilton Grand Vacations Club IZJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: DAN TALANT IZJ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Date contacte<t . . (0 ) Email: dant@noaainc.com Person contacted: Q~~ Telephone#: 619-2H7-8066X25 Mail Telephone Fax --pp son IZJ *REMARKS: The interior remodel affecting floor plans & P/M/E. Selected Sheets are affected and resubmitted for review and approval. By: ALI SADRE, S.E. Comments: Building #60 is under this permit onlv. EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 5/2 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 15-1869 (REV. #3)-NEW PCR#16-076 MAY 09,2016 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD (REV. #3) -NEW PCR#16-076 PLAN CHECK NO.: 15-1869 PREPARED BY: ALI SADRE, S.E. DATE: MAY 09, 2016 BUILDING ADDRESS: 1582 MARBRISA CIRCLE BUILDING OCCUPANCY: R2; V-A/SPR. BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier LIVING 20423 DECKS 5824 PATIOS 2069 Air Conditioning 20423 Fire Sprinklers 28316 TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance ~ Plan _Check Fee by Ordinance :_3 Type of Review: 0 Complete Review 0 Repetitive Fee f ..., ! Repeats * Based on hourly rate o Other .__.....:.H..:..::o:;...:;u;.:..;rl'-'-y 0- EsGil Fee Reg. VALUE Mod. o Structural Only 21 Hrs.@ * 1----$-11-6-.0-10 .__ ___ __, Comments: PLAN REVISIONS ARE UNDER THIS PERMIT. ($) $290.001 $232.001 Sheet 1 of 1 macvalue.doc +