The URL can be used to link to this page

Home My WebLink About1599 MARBRISA CIR; ; CB131314; PermitCity of Carlsbad 1635 Faraday Ày Carlsbad, CA 92008 08-20-2013 Commercial/Industrial Permit' Permit No: CB131314 Building Inspection Request Line (760) 602-2725 Job Address: 1599 MARBRISA CR CBAD Permit Type: COMMIND Sub Type: HOTEL Parcel No: 2111310700 Lot #: 0 Valuation: $1,453,879.00 Construction Type: SB Occupancy Group: Reference # CT030002 Status: ISSUED Applied: 05/24/2013 Entered By: MDP Plan Approved: 08/20/2013 Issued: 08/20/2013 Inspect Area Plan Check #: Project Title: GRAND PACIFIC/MARBRISA RESORTS VILLA 70,12 TIMESHARE UNITS - 13,972 SF LIVING, WALKWAYS AND STORAGE, 3,670 SF OF COVERED DECKS, (BUILDING SAME AS VILLA 69 - PLAN CHECKED UNDERCB122725) -,. Applicant: 1220 ROSECRANS STREET BOX 329 CCGRAND PACIFIC CARLSBAD L P ner\ / DAN TALANT 5900 PASTEUR CT #200 © SAN DIEGO CA 92106 CARLSBAD 619 297-8066 X23 Building Permit 4,924.92 Meter Size Add'I Building Permit Fee / $0.00 Add'I Red, Water Con. Fee DI., ('.-t, 1 /V1 .1A7 AA RA+r V $0.00 $646.00 I 1011 '.J, lCl., Add'I Building Permit Fee $0.10 rS SDCWA Fee $13,476.00 Plan Check Discount' 275 80) CFD Payoff Fee $0.00 Strong Motion Fee I ... $305.31IFF (05540 I-.,-,, ••I IVICICI U 5 $26,460.60 Park Fee $7,05 6.80 PFI(4305540) 'I $0.00 LFM Fee $000 Lin Tax (3104193) I $0.00 Bridge Fee $0.00License Tax (304193) $0.00 BTD #2 Fee /$0.00 Traffi6 lm5ct Fee (3105541)14 J $9,120.00 © BTD #3 Fee $18 A8.00 Trafflé Impact Eee(4305541)! J $0.00 Add'I Renewal Fee $000 ELECTRI'CAL TOTAL . / / $847.00 Other Building Fee $0.Ô0 MECHANICATOTAL./" / $420.52 Pot. Water Con. Fee D$15, 15 r 880 w astdDraineFe' / $0.00 I Meter Size Seer Fee Renewal Fee '_4$0.00 PLUMBING '.TOTAL 1 '/ $606.00 $0.00 Red. Water Con. Fee $0.00 Additional Fees \ Add'I Pot. Water Con Fee Fee ,,, ,,, /" $10,104.00 Green Bldg Stands (5B1473) Fee $56.00 HMF Fee $0.00 $0.00 Fire Expedidted Plan Review "\ $407.50 Green Bldg Standards Plan Chk TOTALPERMIT FEES\<\\) $1 n 1-\\ Total Fees: ,' .',_c, 1 -.. $110,738.39 Total Payments To D'te'h ( $1j1O,.738.39\ B - alance Due $0.00 FINAL LAPP ROVAL F Date: f VW' I I Clearance NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition.' You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 08-20-2013 Permit No:SW130216 Job Address: 1599 MARBRISA CR CBAD Permit Type: SWPPP Status: ISSUED Parcel No: Lot #: 0 Applied: 06/12/2013 Reference #: CT030002 Entered By: RMA CB#: CB131314 Issued: 08/20/2013 Inspect Area: Project Title: GRAND PACIFIC/MARBRISSA RESORT Tier: 1 VILLA 70 Priority: L Applicant: Owner: DAN TALANT GRAND PACIFIC CARLSBAD LP 619 297-8066 XT 25 Emergency Contact: HOUSTON ARNOLD FINAL APPROVAL DATE6'!- SIGNATURE ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING EIENGINEERING BUILDING [--]FIRE EJHEALTH EJHAZMATIAPCD I Building Permit Application Plan Check No. jcN \'. ( (4 Est. Value 1635 Faraday Ave., Carlsbad, CA 92008 CITY O F Ph: 760-602-2719 Fax: 760-602-8558 C JAR LSBJAD email: buiIdingcarIsbadca.gov Plan Ck. Deposit ( SXZ) Date (iwppp 2II www.carlsbadca.gov JOB ADDRESS 1599 Marbrisa Circle, Carlsbad, CA 92008 I SUITE#/SPACE#/UNIT# '7 API I Al - 131 - 07 - CT/PROJE CT B LOT B PHASE B I # OF UNITS B BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE o 12 I#BIDROOMS Grand Pacific Marbrisa Villa 7€ V-BspR-2 I , OCC.IROUP DESCR bITION WORK: 7nctude ifected Area(s) New construction of timeshare: Ground up Type V-B Sprinklered 3-stroy R-1 occupancy. Wood framing, stucco & concrete tile roof. Inerior build out for 12 timeshare units. fell Ai.'o yL - £POSED EXIS11NG USE 0 USE I GARAGE (S PA (SF) I DECKS IS I AIR CONDITIONING I FIRE SPRINKLERS ' Timeshare use 3.510 JAREPLACE YESD NOf YES NOE YESENOE APPLICANT NAME (Primary Contact)' Dan Talant/c ii1'5rwj APPLICANT NAME (Secondary Contact) ADDRESS ADDRESS 1220 Rosecrans_ Street, _Box _329 CITY STATE ZIP ., CITY STATE ZIP San Diego CA 92106 -2674 PHONE IFA.X PHONE FAX 619-297-8066 x25 I EMAIL . - EMAIL dantnoaainc.com PROPERTY OWNER NAME Grand Pacific Resorts, Inc. CONTRACTOR BUS. NAME Grand Pacific Resorts. Inc. ADDRESS , - . ADDRESS 5900 Pasteur Court, Suite 200 Same as property owner info. CITY STATE, . ZIP - CITY STATE ZIP Carlsbad CA 92008 PHONE - . FAX - PHONE FAX 760-431-8500 EMAIL . - EMAIL bzelenkaqpresorts.com ARCH/DESIGNER NAME & ADDRESS STATE UC. B STATE LIC.# CLASS CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). e000° (30015)(30EMU000 Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: R 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. 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. [J 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. CONTRACTOR SIGNATURE D AGENT DATE 0001130-012301010130 I by affirm (hail am exempt from Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sate (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sate. 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 sate). [] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement EYes IlNo I (have! have not) signed an application for a building peniil for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone! contractors' license number(: I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address / phone! contractors' license number): I will provide som , II have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): PROPERTY OWNER SIGNXIO 2NT DATE I2J I J V — Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? LYes L No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? !.TijYes U No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? L Yes L No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address - - I certify that I have read the application and state that the above Information Is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize ?epresentative of the City of Carisbad 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 ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 051-IA An OSHA permit is required for excava s over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the I ding cial under the ppvistons-(this Code shall expire by limitation and become nut and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or the in or work a the by sucl(pe it is suspended or abandoned at anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). ..APPLICANTSSIGNATUREj _____ - DATE f - 5t3_f3 Q___ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFIC ATE g.iirj Fax (760) 602-8560, Email buiIding(äcarIsbadca.pov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME -------- OCCUPANT NAME ADDRESS - BUILDING ADDRESS CITY -STATE i , _ZIP - - _____ [-. F_ - CITY STATE Carlsbad CA PHONE1 1 FAX _ . I I EMAIL -. - . - - —i OCCUPANT'S BUS. LIC. No. DELIVERY OPTiONS ]PICK UP: 0 CONTACT (Listed above) 0 OCCUPANT (Usted above) 0 CONTRACTOR (On Pg. 1) . . ASSOCIATED CB#1 I MAlLTO: ECONTACT (Usted above) 0 OCCUPANT (Listed above) - J CONTRACTOR (On Pg. 1) - - _ NO CHANGE IN USE! NO CONSTRUCTION EJ MAIL /FAX TOOTHER: - -- - -- - - - --- - ECHANGE OF USE /NOCONSTRUCTION -- - - .---- ......- APPLICANIS SIGNATURE rl DATE Is the applicant or future building occupant required to submita 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 C, No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? EYes t No is tire facility to be constructed willis 1,000 feel of the outer boundary of a school site? jYes Llj 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. ik thereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name T Lender's Address f' I corftfythat I have read the application and state that the above Information is correct and that the Information on the plans Is accurate. I agree tocomplywlth all City ordinances and State laws relating to butldlngcorrstjuction. I hereby authorize representative of the City of Carisbad to enter upon the abevemendoned property bmspecdon purposes. IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS ThE CflY OF CARLSBAD AGAINST AU. LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSECUENCE OF ThE GRANTING OF TI-US PERMIT. 0511k An OSHA permit is requited for excavations over 50' deep and demolition or cca'rstruclion of structures over 3 stores in heiglil EXPIRATION: Every permit issued by the Building Offloial under the provisions of this Code shall expine by limilation and become null and void I the building or work authorized by such permit is not commenced within 180 days bun lhe date of such permit or if the building or work autfaized by such permit is suspended of abandoned at any time after the work is commenced for a period of 180 days (S6abn 1.4.41Jnform&iM'urgCode). £APPLICANTSSIGNATURE ' - DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspéctioA. TIFICATE OF OCCUPANCY (Co mmercial-Projectswzuj Fax (760) 602-8560, Email building©Cadsbadca,goVor Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) 15-023 CONTACT NAME - Diane Prou$x- OCCUPANT NAME ... GrandPacific MarBrisa , L ADDRESS .. 45900 Pasteur Court Ste 200 $ BUILDING ADDRESS f," -i599 MarBnsa CIrcle CITY T'vvw-q- .- 'STATE w-'&' ZIP CITY - STATES ZIP ZCarlsbad ' " vvOI Carlsbad CA PHONE r76O 82i4121 FAX EMAIL -- --,,.. .. ., , ., 'cIprouIxgpresorts.com tA OCCUPANT'S BUS. LIC.No. . DELIVERY OPTIONS . PICKUP: .,CONTACT (LIsted above) OCCUPANT (Listed above) e CONTRACTOR (On Pg. 1) . A$SOCIATEDCB# s MAIL TO: - .' CONTACT (Listed above) OCCUPANT (Listed above) - CONTRACTOR (on Pg. 1) , . - . . . V7NOCI-IANGEIN USE/ NOCONSTRUCTION w .MAIL/ FAX TOOTHER: --- CHANGE OF USE/ NO CONSTRUCTION £APPLICANTS SIGNATURE ,, DATE City of Carlsbad '(0PY 1635 Faraday Av Carlsbad, CA 92008 03-16-2015 Certificate of Occupancy Cert of 0#TCO"150023 Permit Type: COFO Related Bldg Permit#: CB131314 REJRD COPY Bldg Address: 1599 MARBRISA CR CBAD Parcel No: 2111311300 Issue Date: 03/16/2015 Occupant Name: GRAND PACIFIC/MARBRISA RESORTS Phone#: Contact Name: DIANE PROULX Phone#: 760-827-4121 Building Owner: S GRAND PACIFIC CARLSBAD LP Phone#: 5900 PASTEUR CT #200 CARLSBAD CA 92008 Description of Use: TIMESHARES I certify that this building or portion complies with the California Building Code for the group and division of occupancy and the use for which the proposed occupancy is classified. The above infOrmation is true and correct, and I make this statement under penalty of perjury. Signature of Building Official Date FOR DEPARTMENTAL USE ONLY Date Routed S Use Zone Occupancy Group: R2 Construction Type: 5B Inspected "& Date 24 J Approved j<.. Disapproved Inspected By . Date S Approved Disapproved Inspected By Date Approved Disapproved Comments: PER CONTRACTOR Inspection List Permit#: CB131314 Type: COMMIND HOTEL GRAND PACIFIC/MARBRISA RESORTS VILLA 70,12 TIMESHARE UNITS - 13,972 Date Inspection Item InspectorAct Comments 06/26/2014 19 Final Structural - ' RI BLDG FINAL PMPLS 06/26/2014 89 Final Combo PD AP 06/20/2014 510 Finals - RI VILLA 70 06/18/2014 23 Gas/Test/Repairs PD AP 06/17/2014 24 Rough/Topout - RI 04/08/2014 17 Interior Lath/Drywall PD AP 04/03/2014 84 Rough Combo' MC CO 03/17/2014 14 Frame/Steel/Bolting/Weldin , PD AP 03/11/2014 18 Exterior Lath/Drywall PD AP 03/11/2014 84 Rough Combo PD AP 03/07/2014 84 Rough Combo ' MC CA 03/06/2014 84 Rough Combo PD CA 02/27/2014 18 Exterior Lath/Drywall PD NR 02/24/2014 13 Shear Panels/HD's PD AP 02/21/2014 13 Shear Panels/HD's MC NS 02/11/2014 17 Interior Lath/Drywall PD AP 01/27/2014 15 Roof/Reroof PD AP 01/21/2014 13 Shear Panels/HD's , PD AP 01/03/2014 14 Frame/Steel/Bolting/Weldin PD PA 12/17/2013 13 Shear Panels/HD's PD PA 10/25/2013 11 Ftg/Foundation/Piers PD AP 09/30/2013 21 Underground/Under Floor PD AP 09/03/2013 11 Ftg/Foundation/Piers PD AP PM PLS (GAS) UNSURE OF CODE FRAMING NOT PER PLAN, DRYER DUCT TO BE COMPLETED. Friday, June 27, 2014 Page lofi ND PACIFIC/MAR .A 70, 12 IIMESHA WALKWAYS AND 510 DECKS, (BUILDING SA UNDER CB122725) COMMIND H0fl Lot#: DAN TALA(\ 131314 201 NS9F.CTION RECORD ORD CARD WITH APPROVED KEPT ON THE JOB m FOR NEXT WORK DAY INSPECTION INSPECTION CALL: 760-6022725 w.CañsbadcagoV/BUiIdifl9 AND CLICK ON action" ?O 1' %_• ,, I W %IVIL.. Required for Building Final If Checked YES Date I Inspector Ptann%ng/ Landscape 760-944-8463 Allow 48hours rc CM&% tEngineering inspections) 760-438-3891 Call before 2 pm Fire Prevention 160-602-4660 Allow 48 hours 1i of Inspection I Date I in r Of I S UT DWftiLDtAms wws - — E;;; StItAiii—it— ; __ or ALL - - - - +- -.- - - - - ------ - --- 4- - - - Cl C3 ELECTRIC UND I~ CEILING BONDING 0 POOL PO RY urDRcROUNfl DUCc & P1Pft J 0 ncr. PIP1N .!EATjR COt. SYTEMC - - I 2398 San Diego Avcnne. San Dego, (al,t'oniia. 92 Ii) 13 o o No(;i.i o o o Assoc AT ES A i c ii I 17 c is lelepliunc: 6I9) 297-8066 FAX: (619) 297-8055 May 23, 2013 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Re: Villa 58 and 70 Marbrisa Resort To whom it may concern, This letter is provided to certify that the plans (dated 5/23/2013) prepared by Nogle Onufer Associates Architects Inc for Villa 58 and 70 at Marbrisa Resort are virtually identical to the plans already permitted for Villa 69. 1 trust this verification will warrant an expedited review of the plans for Villa 58 and 70. Gary Nogle President Nogle Onufer Associates Architects Inc X100> CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE:06/07/13 PROJECT NAME: GRAND PACIFIC RESORTS INC PROJECT ID: CB13-1314 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1599 MARBRISACR VILLA 70 APN: 211-131-07 VALUATION: TIMESHARES VILLA 70 is plan check is is complete and has been APPROVED by the ENGINEERING Division. By:Qk,t)-~ A Final Inspection by the Division is required DYes 7/No il This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED 'X' NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: DANT@NOAAINC.COM _more_of t h dFviio IitëdbêIow. AppLovaji Ifi Wthese di i:ôns may be requiFëdj5?i5FtfIfëissuance_ofbi7iIdinTg perm,fl qRëiibThitt! IäWhoi7!d inI06-rThE5t,5nrfrom all ViOgi5ffj For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 F-1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 KathIeen.Lawrence@carIsbadca.gov Greg Ryan 760-602-4663 Greorv.Rvan@carIsbadca.ov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov F-1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carIsbadca.gov Cindy Wong 760-602-4662 Cynthia.Won@carIsbadca.ov fl Dominic Fieri 760-602-4664 Dominic.Fieri@carIsbadca.gov Remarks: Set# F .). Any outstanding issues will be marked with [] . Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with ON SIGNED APPROVED GRADING PLANS DWG 428-9G 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: LIII F-71 'North arrow LIII Existing & proposed structures LIII] LI] Existing street improvements LII Property lines (show all dimensions) LIII] Easements LIII Right-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral 1111111 LIIl Existing or proposed water service L:II Lull Submit on signed approved plans; DWG No. ON SIGNED PLANS Show on site plan: JJ Drainage patterns 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". LIII 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 / F7,/Assessor's parcel number L1 Legal description/lot number LIIIJ 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. LIII LII 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.: M 15332 Subdivision/Tract: CARLSBAD RANCH Reference No(s): DWG 458-9 E-36 Page 2 of 6 REV 6/01/12 Set # DISCRETIONARY APPROVAL COMPLIANCE =1= Project does not comply with the following engineering conditions of approval for project no.: DEDICATION REQUIREMENTS CT 03-02 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 $ 20000.00 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. I-I E1 Dedication required as follows: IMPROVEMENT REQUIREMENTS DWG 458 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. LII] [II] 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 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. It fl Future public improvements required as follows: E-36 Page 3 of 6 REV 6/30/10 Set# 1 I GR 11-30 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 gradingis proposed write: "NO GRADING" L,J Grading Permit required. NOTE: The grading permit must be issued and rough grading 7 proval obtained prior to issuance of a building permit. J Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. LII No grading permit required. LII Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. MISCELLANEOUS PERMITS N/A LIII 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. FMW LIII Right-of-way permit required for: E-36 Page 4 of 6 REV 6/01/12 Set# 1 7. STORM WATER Construction Compliance SW11-41 Project Threat Assessment Form complete. SWMP 11-15 ON L1J Enclosed Project Threat Assessment Form incomplete. El E2IJ Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW -I 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 Eli Storm Water Standards Questionnaire complete. E1 LIII Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. EJ El Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water. Management Plan (SUSMP) for reference. http://www.carlsbadcagov/business/building/Documents/EngStandsw-stds-vo14-ch2. pdf LIII LIII Project needs to incorporate low impact development strategies throughout in one or more of the following ways: LIII Rainwater harvesting (rain barrels or cistern) Vegetated Roof Li Bio-retentions cell/rain garden LII Pervious pavement/payers Eli Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Set# 1 9. WATER METER REVIEW Domestic (potable) Use LIII] LII] What size meter is required? ftfl 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 W. 8. FEES In Required fees have been entered in building permit. LII LII1 LI1 Drainage fee applicable Added square feet Added square footage in last two years? LIII yes III no Permit No. Permit No. Project built after 1980 yes EII no Impervious surface > 50% [I] yes [I] no Impact unconstructed facility El yes El no Fire sprinklers required yes F-1 no (is addition over 150' from centerline) Upgrade ayes flno No fees required 10. Additional Comments Attachments: Engineering Application EIT Storm Water Form LIII] Right-of-Way Application/Info. = Reference Documents E-36 Page 6 of 6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 06/07/13 Date: 06/07/13 GEO DATA: LFMZ: I B&T: Address: 1599 MARBRISACR VILLA 70 Bldg. Permit#: CB13-1314 Fees Update by: KML Date: 06/07/13 Fees Update by: . Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: TIMESHARES Sq.Ft./Units 12 UNITS EDU's: 12 Types of Use: Sq.Ft./Units EDU's: Types.of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: TIMESHARES Sq.Ft./Units 12 UNITS X 8 ADT's: 96 Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's:. Types of Use: Sq.Ft./Units . ADT's: FEES REQUIRED: Within CFD: LIYES (no bridge &'thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE:L]NW QUADRANT ENE QUADRANT I1SE QUADARANT LJSW QUADRANT ADT'S/UNITS: X FEE/ADT:. $ N/A 23RAFFIC IMPACT FEE: ADT'S/UNITS: 96 X FEE/ADT: 95ea $ 9,120 BRIDGE & THOROUGHFARE FEE: fl DIST. #1 DIST.#2 , E1DIST.#3 ADT'S/UNITS: 96 FEE/ADT: 188 18,048 FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UNITS: 17642 X FEE/SQ.FT./UNIT: .40 $ 7,056.80 SEWER FEE I EDU's 12 BENEFIT AREA: EDU's I X DRAINAGE FEES: PLDA: ACRES: X POTABLE WATER FEES: 1.5" MTR UNITS I CODE I FEE/EDU: 842 1 .$ 10,104 71 FEE/EDU: EIHIGH EMEDIUM F-1 LOW FEE/AC: CONN. FEE METER FEE I SDCWA FEE I TOTAL 1 1 DI.5 1 15088 646 I 13,476 I $29,210 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR:'r4 4. DATE:, PROJECT ID C77'302 GRADING PERMIT NO. //4'3o LOTS REQUESTED FOR RELEASE: V, II.. 70 N/A = NOT APPLICABLE 4 = COMPLETE .0=lncbmpi6te or unacceptable Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, sfety and welfare of public. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 8,6" x 11" site plan (attachment) showing requested lots submitted.. Compaction report from soils engineer submitted. (If soils report'has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany êubsequent partial releases). EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth (.1) of the approved grading plan. Geologic engineer's letter if:unusual geologic or subsurface conditions exist. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. 9 Partial release of grading for the above stated lots Is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process; Partial release of the site is denied for the following reasons 7/3ô//3 Date DA K .STER ,FOR REV £WthR, Fw rnpr.a fldW R Fun. dX Inspector Manager CITY OF, CARLSBAD Comm u ri ity & Economic Development www.carlsbadca.gov May 21,'2013 Timothy Stripe Grand Pacific Carlsbad, LP 5900 Pasteur Ct. Suite 200 Carlsbad,.CA 92008 RE: CT 03-02; Marbrisa Phase II Dear Mr. Stripe: A comparison of the number of potable water meters shown on the public improvement plans for Marbrisa Circle with the building plans for Villas 68 and 69 indicate that an insufficient number of meters has been proposed for Phase II. The plumbing fixture summaries and water calculations shown on the plumbing plans for Villas 68 and 6916dicate that a 11A" meter is needed for each villa. The project improvement plans show a total of five, 1W' potable.water meters for all the villas, the recreation center, and the sales office along Marbrisa Circle. Please process a construction change for the improvement plans DWG 428-91' to show the additional required 2" service laterals and 1W' meters. Should you have any questions or need additional information, please feel free to call or e-mail. Sincerely, X.14 Glen K. Van Peski, P.E. City Engineer Attachment: Dwg. 428-9F: Public Improvement Plan Carlsbad Ranch, P.A. No. 5; Marbrisa Phase II CB 12-0070, Villa 68: Plumbing Fixture Summary and Water Calculations CB 12-2725, Villa 69: Plumbing Fixture Summary and Water Calculations cc: Bill Plummer, District Engineer Land Development Engineering 1635 Faraday Ave. I Carlsbad, CA 92008 1 760-602-2740 1 760-602-1052 fax Raenette Abbey Too Dan Talant Cu Glen Van Pesl?i; Kathleen Lawrence; Dominic Fieri; Mile Peterson Subjects RE: Villas 58 & 70 at Marbrissa Cr Dan, I just went and checked with the Engineering and Fire Departments. There re other issues besides thepad certifications that are still unresolved with the Engineering Department. Glen Van Peski will be responding to this e-mail and let you know what the details are, and who he.has been communicating with concerning these issues. I spoke with Dominic Fieri in the Fire Department. He showed me a copy of the final corrections that he sent to you. He was waiting for you to meet with him and make some final corrections on the plans to address theseFire issues. Once this is completed he will be able to approve these permits for issuance.. Dominic will be giving you a call to discuss his corrections. Raenette 760 602-2718 CITY OF CAR LSBAD Raenette Abbey Building Technician Building Division City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 raenette.abbeyccarIsbadca.gov From: Dan Talant [mailto:dantnoaainc.com] Sent: Monday, July 22, 2013 7:17 AM To: Raenetté Abbey Subject: RE: Villas 58 & 70 at Marbrissa Cr Raenette, I am looking to see why the two buildings CB131314/CB131319 are not ready for a permit to be pulled? Please check right away as my client went to pull them last week and they were not able to do so. FYI - Back in June I emailed Pad Certs to Kathleen Lawrence at the Engineering Department for her sign off as that was her only comment for approval. I already received email approval from planning in early June. I know you emailed me on June 12th that Fire was left to sign off and that the drawings were in Greg Ryan's hands for approval. Can you please tell me where the final approvals are? My client would like to come pull a permit ASAP and I don't want her to go over there again without having the documents ready. Please let me know as soon as you can. I appreciate your help in wrapping this up. Thanks, Dan Talant NOAA Group 1220 Rosecrans St., Box 329 San Diego, CA 92106 Phone: 619-297-8066 x 25 From: Raenette' Abbey [mailto: Raenette.Abbey(Thcarlsbadca .ciovj Sent: Thursday, June 13, 2013 10:17 AM To: Dan Talant Subject: Villas 58 & 70 at Marbrissa Cr Hello Dan, Attached are copies of the building permits, storm water permits, school fee forms and Community Facilities District forms for 1590 and 1599 Marbrisa Cr. The School-form needs to be taken to the indicated district office, fees paid, and returned to the Building Department on or before permit issuance. The Community Facilities District form requires that the "owner of the property" initial their choice of option 1 or option 2 for payment of the CFD fee and sign the bottom of the form. This form also needs to be returned to the Building Department on or before permit issuance. We still need the computer release from the Engineering and Fire Departments before these permits can be issued. Raenette 760 602-2718 /\ CITY OF CAR LSBAD Raenette Abbey Building Technician Building Division City of Carlsbad 1635 FaradayAv Carlsbad CA 92008 raenette.abbey@carlsbadca.gov No virus found in this message. Checked by AVG - www.avg.com Version: 20 13.0.3349 / Virus Database: 3204/6477 - Release Date: 07/09/13 Internal Virus Database is out of date. 2 PLANNING DIVISION BUILDING PLAN CHECK Development Services Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760)602-4610 www.crIsbidcov DATE: 06/03/13 PROJECT NAME: MARBRISA PROJECT ID: SDP 03-02 PLAN CHECK NO: 13-1314 SET#: I ADDRESS: 1599 MARBRISA CIRCLE APN: 211-131-07-00 This plan check review is complete and has been APPROVED by the PLANNING Division. By: CHRISTER WESTMAN A Final Inspection by the PLANNING Division is required Z Yes U No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: —eath44s@noaainc.cOm For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-6024610 760-602-2750 760-602-4665 Christer Westman Kathleen Lawrence Greg Ryan 760-602-4614 Ch rister.Westman@carlsbadca.gov 760-602-2741 Kath leen.Lawrence@carlsbadca.gov 760-602-4663 Gregory. Rvan@carlsbadca.gov Gina Ruiz [] Linda Ontiveros Cindy Wong 760-602-4675 Gina.Ruiz@carlsbadca.gov 760-602-2773 Linda.Ontiveros@carlsbadca.gov 760-602-4662 Cynthia.Won@carIsbadca.ov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 13-1314 Address 1599 Marbrisa Circle Date 06/03/13 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) REVIEW #: 1 2 3 Legend: Item Complete LI Item Incomplete - Needs your action LI LI LI Environmental Review Required: YES Z NO LI TYPE MITNEGDEC DATE OF COMPLETION: 09/01/04 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI LI Discretionary Action Required: YES Z NO LI TYPE SDP APPROVAL/RESO. NO. 5686-5691 DATE 09/01/04 PROJECT NO. SDP03-02 OTHER RELATED CASES: CT 03-02/CDP 03-04/PUD 03-01/CUP 03-01/HDP 03-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES N NO LI CA Coastal Commission Authority? YES NO JK 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): CDP03-04APPROVED09/01/04 LI LI LI Habitat Management Plan Data Entry Completed? YES LI NO LI 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!) LI LI LI Inclusionary Housing Fee required: YES LI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) LI LI LI Housing Tracking Form (form P-20) completed: YES LI NO LI N/A P-28 Page 2of3 07/11 Site Plan: El R El Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines III LI LI 1. Applicability: YES [I] NO [I] LI LI LI 2. Project complies: YES LI NOD Zoning: LI LI LI 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown LI LI LI 2. Accessory structure -setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown LI LI LI Lot Coverage: Required Shown LI LI LI Height: Required MAX 35 Shown MAX 34 LI LI LI Parking: Spaces Required Shown (breakdown by uses for-commercial and industrial projects required) Residential Guest Spaces Required _____ Shown LI LI LI Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER CHRISTER WESTMAN DATE 06/03/13 P-28 Page 3of3 07/11 ( CITY OF C A R L S E3 A _D PLAN CHECK Community& Economic IL 1635 Faraday Avenue REVIEW ~!rjqpqent Department TRANSMITTLD D Carlsbad CA 92008 www.carlsbadca.gov DATE: 8-1-13 PROJECT NAME: Villa 70 PROJECT ID: CB131314 PLAN CHECK NO: CB131314 SET#: I ADDRESS: 1599 Marbrisa Circle APN: 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 Z Yes E]-No This plan check review is NOT COMPLETE Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING. 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 'Gina. Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov F-1 F-1 • • Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Carlsbad Fire Department BLDG PT COPY Plan Review Requirements Category: COMMIND , HOTEL Date of Repott: 08-01-2013 Reviewed by: Name: DAN TALANT Address: 1220 ROSECRANS STREET BOX 329 SAN DIEGO CA 92106 Permit #: CB131314 Job Name: GRAND PACIIFICIMARBRISA RESORTS Job Address: 1599 MARBRTSA CR CBAD - Sr&*lY I n• 'iii U !I!. - . 1LTJIfJJ LEt I !IJIJIJJJ1]JN4LJJftllhiJiJ W1LiIUl1flPIJI1t IJ 1AIiJflhT1l11UtLIWULUJiJJ1U.!L J J U L,11NL. 1 ,UJJALUJfl1WJAIIflh11Jllht IJI hUh" Ti 11Jul11 111ILJJEflI fill (I J.1!JJ kLLJ LIII 111 IU I U •it •%!I! !S Conditions: Cond: C0N0006534 [MET] ED: THIS PROJECT HAS BEEN REVIEWED 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: 08/01/2013 By: df Action: AP / 3LDa DEPT COPY CORRECTION LIST [RECOMMENDED APPROVAL WITH CONDITION See one (1) condition on Sheet E-3.1 Page: 1 of Daryl K. James & Associates, Inc. Re-Checked By: Robert Salgado Plan Check Date: 06/05/2013 APPLICANT NAME (Primary Contact) Dan Talant (619) 297-8066 x 25; dant@noaainc.com - JURISDICTION: Carlsbad Fire Department PROJECT NAME: Grand Pacific Marbrisa Resort, Villa 70 PROJECT ADDRESS: 1599 Marbrisa Circle PROJECT DESCRIPTION: CBI3-1314 - New construction of 12 timeshare units: GroUnd up Type V-B Fully Sprinkled, 3-stor,, R-2 occupancy, with and overall building area of 17,642 SQ/FT. The design and construction of the building will include exterior exit balconies/walkways that will serve as part of the means of egress. This project also includes new Mechanical, Electrical, and Plumbing systems.(MEP); all fire protection equipment and systems are 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: RESUBMITTA[TNSTRUCTIONSTO AVOID DELAY IN EXPEDITED RECHECK SERVICES Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. Provide written response following each comment, On This Correction List, explaining how and where you've addressed each plan review comment. Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. If obtained, please email a copy of comments from Esgil to: fIsreview_inspectionroadrunner.com Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com 110AVOID DELAY, PLEASE SEND REVISED PLANS, WITH NOTES TO COMMENTS, -DIRECTLY TO' Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 1 t. .k FIRE AND LIFE SAFETY COMMENTS (non-structural plan review): SHEET E-3.1, ELECTRICAL TYPICAL UNIT, PANELS, SINGLE LINE: 1) v'CONDITION #1: Add a note onto Sheet E-3.1 to call-out the provisions of Senate Bill 183. Refer to 2010 CBC, Sections 420.4.1 through 420.4.3.1 for Carbon Monoxide Alarm requirements. END OF COMMENTS V, 2 BUIK€TT&WONG Engn EN G I N E E R S Date: May, 2013 Structural Engineering • Civil Engineering • Surveying. LandPlanning 3434 Fourth Ave. San Diego, CA 92103 Phone (619) 299-5550 • Fax (619) 299-9934 Job No: 11132A.6.00 www.burkeff-wong.com • info@burkeft-wong.com STRUCTURAL CALCULATIONS FOR CARLSBAD RANCH RESORT VILLA 70 CARLSBAD, CA NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, CA 92110 w000r6tl WBURKETZWONG ENGINEERS Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Basis of Design Phone (619) 299-5550 • Fax (619) 299-9934 Location: Carlsbad Ranch Resort Date: May 20, 2013 Carlsbad, CA Project Villa 70 Job No: 11132A.6.00 REFERENCE CRITERIA 2010 California Building Code and its references MATERIALS Concrete F'c= 3000 PSI, UON Reinforcing Steel Grade 60 Structural Steel A992, Gr. 60, UON INTENT OF DESIGN This structure is identical to Villa 69 of the Carlsbad Ranch Resort in which Burkett and Wong provided the structural design on. The following calculations have already been approved for use by the City of Carlsbad for Villa 69, but have been updated as necessary for Villa 70. BURKETT&WONG ENGINEERS VILLA 70 DATE- MAY 2013 ENGINEER- C.COLVIN JOB No. 11132A.6.00 TABLE OF CONTENTS DESIGN LOADS JOISTS WALLS /POSTS LATERAL ANALYSIS/DRAGS AND CHORD PERFORATED SHEAR WALLS GRADE BEAMS. BEAM LAYOUT SCHEMATIC PERFORATED STEEL PLATE Al B1-B13 Cl-C13 Dl-D13 D14 -D21 El-E6 E7-E9 1-21 11 BU1<ETT&WOI4G Al- DA1E ENGiNEERS SHEET E NGR- Jo B NO Boise Cascade Single 9-1/2" BCI® 6506-1.8 DF Joist\Typ BCI Floor Joist BC CALC® 3,0 Design Report - US 1 span I No cantilevers 10/12 slope Monday, September 19, 2011 Build 517 24 OCS I Non-Repetitive I Glued & nailed construction File Name: Villa 68 Name: Description: Typ BCI Floor Joist Specifier: City, State, Zip., - Designer: Customer: Company: Code reports: ESR-1336 Misc: 13.03.00 12151 80, 3-1/2' 81,3-1/2" LL 530 lbs LL 530 lbs DL 530 lbs a DL .530 lbs Total Horizontal Product Length"" 13-03-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 13-03-00 40 40 24 Controls Summary Value % Allowable Duration Case Span Pos: Moment 3,273 ft-lbs 93.4% 100% 1 1 - Internal End Reaction , 1,060 lbs 77.1% 100% 1 1 - Left End Shear 1,013 lbs 64,3% 100% 1 1- Left Total Load Df1. L1369.(0.416") 65.0% 1 1 Load Defi L1739 (0.208') 48.7% 1 1 Deft. 0.416' 41.6% 1 1 Span / Depth .16.2 n/a 1 % Allow % Allow Bearing Supports Dim. (Lx W) Value Support Member Material BO WalllPtate.. 3-1/2" x 2-9/16" 1,060 lbs n/a . n/a unspecified. BI Wall/Plate - 3-1/2'x 2-9/16' 1,060 lbs n/a n/a unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1') Maximum load deflection criteria. Composite El value based on 23/32 thick sheathing glued and nailed to joist Disclosure Completeness and accuracy of 1np61 must be verified by anyone who would rely on output as evidence of suitability for- -particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS, ALLJOIST®. BC RIM BOARD. BCI®. BOISE GLULAM, SIMPLE FRAMING SYSTEM® VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 Typ Deck Floor Joist 1 1/2" x 5 112" 1.6E Solid Sawn Douglas. Fir #2 ' 24" àIr N=Ler - -- - User 2 10/16J2009,1049!7AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pag1 Enn Ve - sofl S 5 0 - CONTROLS FOR THE APPLICATION AND LOADS LISTED Pi oluct fli<ji is .l.onveptuaI. LOADS: Analysis is for a Joist Member. - Primary Load Group - Residential - Living Areas (psO: 40.0 Live at 100% duration, 39.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 3.50 3.50" 240/234/01474, By Others None 2 Stud wall 3.50' 350" 240 1234 1/ 0 / 474 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 441 356 990 Passed (36%) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 441 441 2231 Passed (20%) Bearing 2 underFloor loading Moment (Ft-Lbs) 616 616 824 Passed (75%) MlDSpan 1 under Floor loading Live Load Dell (in) 0.053 0,186 Passed (U999+) MID Span 1 under Floor loading Total Load Dell (in) 0.104 0.279 Passed (U645) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:LI360,TL:11240). -Allowable moment was increased for repetitive member usage,. S -Bracing(Lu): All compression edges (top and bottom) must be braced at.6'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The allowable shear stress (Fv) has not been increased due to the potential of splits checks and shakes See NDS for applicability of increase ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel!. iLeveli.Warrants the Sizing of its products by this software will: be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application, input design loads, and staled dimensions have been provided by the software user. This output has not been reviewed by an iLevelii Associate. Not all products are readily available Check with your supplier or iLevelt$t technical representative for product availability. THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. 'Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - -Allow'able Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Villa 53 Buriett&Wong Eng I r 2109 ty I i.&,v I - r1r:Way, WA. IIt - Im 133' Boise Cascade Single 31/2" x 9-1/2" VERSA-LAM® 2.0 3100 DF Floor Header\FBO2 BC CALC®3.0 Design Report- US 1 span I No cantilevers 10/12 slope Monday September 19,201.1, Build 517 04-00-00 OCS File Name: Villa 68 Name: Description: FB02 ,-,.dress: Specifier. City, State, Zip: Designer: Customer: Company: Code reports: ESR-1040 Misc: 10-00.00 BO, 3-1/2" LL 3,702 lbs LL 2,698 lbs DL 1,576 lbs DL 1,175'Ibs Total Horizontal Product Length 10-0O00 Live Dead Snow - Wind Roof Live OCS Load Summary Tag Description Load Type Rel. Start End '100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 10-00-00 100 4.0 . 04-00-00 2 Uhf. Lin. (pit) L 00-00-00 06-00-00 400 160 n/a Controls Summary Value % Allowable Duration Case Span Pos. Moment 11,049 ft-lbs 792% 100% 1 - i - Internal End Shear 4.044 lbs , 64.0% 100% 1 1 - Left Total, Load Defi. L/323 (0.355') 74,4% 1 1 Load Defi. U461 (0.248) 78.1% 1 1 .., Defi. 0.355" 355% Span / Depth. 12.1 n/a 1 % Allow % Allow Bearing Supports Dim. (Lx W) Value Support . Member Material BO Post. 3-1/2' x 3-1/2' . 5,278 lbs n/a 57.5% Unspecified B1 Post .3-1/2' x 3-1/2". 3,873 lbs n/a, 412% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1").Maximurn load deflection criteria. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must.be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® AJSTM, ALLJOIST®, BC RIM BOARD. Sd®, BOISE GLULAM, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of •1 I Typ header at deck - 9-6' 5 1/2" x 7 1/2" 1.6E Solid Sawn Doualas Fir #1 User 2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page E(itVeon 6 35 0 00NTROLS FOR THE APPLICATION AND LOADS LISTED Pioduct Otjiarn is CoiceptuaL LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4 Primary Load Group- Residential - Living Areas (psf: 60.0 Live at 100% duration, 40.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50' 1.50 1140/807/0/1947 By Others None 2 Stud wall 3.50' 1,50" 11401807/011947 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(tbs) 1878 -1571 4675 Passed (34%) RI. end Span 1 under Floor loading Moment (Ft-Lbs) 4304 4304 5801 Passed (74%) MID Span 1 under Floor loading Live toad Deft (in) 0.123 0.306 Passed (U893) MID San 1 under Floor loading Total Load Dell (in) 0.210 0,458 Passed (U523) MID Span I under Floor loading Deflection Criteria: STAN DAR D(LL:U360.TL.L/240). I3racing(Lu): All compression edges (top and bottom) must be braced at 96" 0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The allowable shear stress (Fv) has not been increased due to the potential of splits checks and shakes See NDS for applicability of increase ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevet& !Level warrants the sizing of its products by this software will be accomplished in accordance with iLeel® product design criteria and code accepted design values. The specific product application input design loads, and stated dimensions have been provided by the software user. This Output has not been reviewed by an iLevet® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Carlsbad Ranch Villa 53 8urket1&Wong Eng 1"rgcr b' .I.c"ci. Fedevzl Wiv- W. 'Poflr:r\(.uar'J ;.1c V Ii r ': \strur. \c6 ci\i.Icbe'\Tyfl (IC (icr M Enid I Header at Ext walk 6-0" 3 1/2" x 7 1/4" 1.6E Solid Sawn Douulas Fir #2 TJ-am55.35 Srw Nurnc 70051025a0 user 2 10f1612OO91O041AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Piocluct fliaJi m is CoIeeituaI. LOADS: Analysts is for a Header (Flush Beam) Member. Tributary Load Width 4 Primary Load Group - Residential- Living Areas (psi): 1000 Live at 100% duration, 40.0 Dead SUPPORTS:. Input Bearing Vertical Reations (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50' 1.50' 1000141510/ 1415 By Others None 2 Stud wall 3.50" 1.50" 10001415/0/ 1415 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1321 -908 3045 Passed (30%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 1541 .1541 2905 Passed (53%) MID Span 1 under Floor loading Live Load Dell (in) 0:024 0.156 Passed (U999+) MID Span 1 under Floor loading Total Load Deft (in) 0.034 0.233 Passed (tJ999+) MID Span 1 under Floor loading Deflection Criteria: STAN DAR D(LL:L1360,TL:L/240), Additional checks follow. -TL;0.3 13' -Bracing(Lu): All compression edges (top and bottom) must be. braced at 5010 unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The allowable shear stress (Fv) has nott been increased due to the potential of splits checks and shakes See NDS for applicability of increase ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. Level® warrants the sizing of its products by this software will be accomplished in accordance with iLeveI8 product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel& PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above, PROJECT INFORMATION: OPERATOR INFORMATION: Villa 53 Burkett&Wong Eng N. i.v ix-, Fi' Z. 4 1 Wa',',. 115. 1; 11Q.. ',c, c 111.85 v,..i is 51 $ 53\Strtc U r a 1\Caic9\EirrJer\TyP 0,t w.t rn11 Boise Cascade Single 3-1/2" x 9-114" VERSA-LAM® 2 0 3100 DF Floor HeaderF805 BC CALC® 3 0 Design Report US 1,-span-[No cantilevers !j 0/12 slope Monday September 19 2011 Build 517 . . . 04-0000 OCS File Name: VilI 68 Name Description FB05 ...dress:- pecr: City. State,.Zip:., Designer:. Customer. Company Code:reports: ESR-1040 .:Misc' 'h.. . . i ii. ..... Y rn 1: i -....jr....+ •.... w._ ..*.. . ..... 60. 81,3-1/2° LL. 1600 lbs . . . LL 1,600 lbs DL: 673 lbs . . . . . . DL 673.lbs Total Horizontal Product Length = 08-00-00 Live Dead Snow Wind Roof Live OCS Load Sum mary Tag Description Load Type . Start. .. End .......100616 . 90% .....15% 133% 125% . 1 Standard Load Unf Area (psf) L 00 00 00 08-00;M 100 40 .04-'00-:W- Controls SUmmary Value. ... % AUówablo.. Duration Caée .'.Span Disc lösUré . Pos Moment 4 041 ft lbs 304% 100% 1 T. Internal Completeness and accuracy of input must End Shear. -1,669:1 bs 27 1% 100% 1 1 Left be verified by anyone who would rely on Total Load Defi..U.1.010-0-09"Y. 23 8% 1 1 output as evidence of suitability, for Live Load Defi Ui 435 (0 063 ) 25 1% 1 1 particular application Output here based . on building code-accepted design ., . . ..' . . propeies,andonais methods. 4n /.Depth: 9:8. . n/a 1 InstaIlotiohol BOISE ehgineered.wOdd products must be in accordance with % Allow % Allow current Installation Guide and applicable Bearing Supports Dim (L x W) Value Support Member Material building codes To obtain Installation Guide 80 Post 31/2"x:3-112° .2,273 1 b n/a 24.7% Unspecified orakquestior1s.pleasecali 81 Post 3 1/2 x:3-1/2'! 2 273 lbs n/a 24.7%* Unspecified (800)232 0788 before installation BC AMER® AJSTM.. Notes. . ... ... . . ALLJOiST®. BC RIM BOARD ; BCI®.. Design meets Code minimum (U240) Total load deflection criteria.. . . . Ol5E•GLULAM;SIMPLE FRAMING Design meets Code minimum (U360) Live load deflection criteria YSTEMO VERSA RIM PLUSO EM® Design meets arbitrary (1 ) Maximum load deflection criteria RSA kA VERSA STRAND® VERSA STUD® are trademer1s of Boise Cascade Wood Products .L.L.C. :' ®Bolse Cascade Single 3-112" x 9-1/2" VERSA-LAM® 20 3100 D Floor BeamFB06 BC CALC 3 0 DesIgn Reporl US 1 span No cantilevers f 0/12 slope Monday September 19 2011 .Build517 0 File Fame: Villa 68 :Nanè Description: F80.6. . . ..Jress: •.. . Specifier:. .' . City1 Statè,Zip:., .Deigner:• . . Customer Company Code reports: ESR-1040 . . . . Misc: iE1 TTXLUiLL iLi TII1ILLi . . - . -; . io-0000- :60:3-1/2' . •0 :61,3-112" LL 2,500 lbs . . 11-.2500'I6 DL 2,53 lbs •0 . . DL 23 lbs Total Horizontal Product Length = 10-00-00 Live Dead Snow Wind Roof Live Tub Load Summary Tag Description Load Type. . Ref. Start..End. 100% 90% :115% •. .133%. 12504. .................. 1 Standard Load UnI Area (psfl L 00 00 00 10 00-00 40 40 - -1:2-06-00 Controls Summary Value G/ Allowable Duration Case Span Disclosure Pos.. Moment 11 478 ft lbs :821%. 100% 1 1 Internal Completeness and accuracy of input must End Shear ,950 lbs '62.5% 100% .3 1 1 - Left be verified by anyone who would rely on Total to Defi U304 (0376) 788% 1 1 output as evidence of suitability for Live Load Defi :L/61.4.,(0186") 58!66% 1 1 particular application Output here based on building code-accepted design , 0 . . properliesand analysismethods.. in I Depth 12.1. n/a 1 Installation of BOISE engineered wood products must beinaccordance with.' 1/.'A llow % Allow current Installation Guide and applicable Bearing Supports Dim. (Lx:W). Value Support . Member Material . . buding.cod. -To obtaithstaIlationGuide, 80 Post 3 1/2 x 3 1/2 5 043 lbs n/a 54 9% Unspecified or ask questions please call 81 Post 3 1/2 x 3 1/2 5 043 lbs n/a 54 9% UnspecIfied (800)232 0788 before installation BC.CALc®BCFRAMER® Notes . • • •0 • . . 0 0 0 ALLJOIST®; BC RlMBOARDNBCl® -Design meètsCode minimum (1J240) Total loaddèflectioncriteria. 0 • . • BOISE GLLJLAM, SIMPLEFRAMlNG Désgn meets Code minirnum.(L/360) Liveload defiectiàn criteria: 0 0 • VERSA-RIM DesIgn meets arbitrary (1 ) Maximum load deflection criteria.'VERSA STRAND® VERSA STUD® are trademarks of Boise Cascade Wood 0 • 0 ProductsL.LC. 0 Pagélof1 - ' Party wall header 3-0" 5 112" x 5 1/2" 1.6E Solid Sawn Doualas Fir#1 user, 2 101116(2009 1 11 .33 59 "1 ri& SfjNmDiO151C THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN NVe 1 Er.9ineVeron CONTROLS FOR THE APPLICATION AND LOADS LISTED Pi oduct Di, jlm is Coneptu.I. LOADS: Analysis is for a Header (FIuh Beam) Mémber. Tributary Load Width: 25'6" Primary Load Group Residential Living Areas (psi) 400 Live at 100% duration 250 Dead 150 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall, 3.50" 1.50' 1530/1541 /0/3071 By Others None 2 Stud wall 3.50' 150 1530/154 10/3071 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2730 -1535 3428 Passed (45%) Rt. end Span 1 uhder Floor loading Moment (Ft-Lbs) 1820 1820 3120 Passed (58%) MID Span 1 under Floor loading Live Load Deft (in) 0.010 0.089 Passed (L/999+) MID Span) under Floor loading Total Load Dèfl (in) 0.019 0.133 Passed U999+) MID Span 1 under Floor loading .Deflection Criteria: STAN DARD(LL;U360,TL:U240). Additional checks follow. .-TLO 313' .Braing(Lu): All compression edges (top and bottom) must be braced at 3' 0/c unless detailed otherwise. Proper attachment and position ing of lateral bracing is required to achieve member stability, -The allowable shear stress (Ey) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of inc r e a s e . ADDITIONAL NOTES: -IMPORTANT! The analysis presenled is output from software developed by iLevelO. iLevel® warrants the sizing of its products by this softwar e w i l l be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product ap p l i c a t i o n , i n p u t d e s i g n loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. .Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber a n a l y s i s i s i n accordance With 2001 NDS methodology, , -Allowable Stress Design melhodologywas used for Building Code )8C analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Carlsbad Ranch Villa 53 Burkett&Wong Eng WA.. i !..2 cs',ier\Typ priy w.Li .t 4/ BURK€TT&WONG DATE ENGINEERS SH;EET______________ ENGR - JOG No I BWE SK -1 1 CEC. Curved Beam Villa 68 Aug262Oi1at 11:10 AM ba'cony curved supportr3d 4~ ~ V Company : BWE Aug 26, 2011 Designer : CEC 11:14 AM Job Number : Curved Beam Villa 68 Checked By; Basic Load Cases Joint Boundary Conditions V n.i , ru.r..i V D.j n, V D,. 1(4Ifl 7 OM 101.41 peAtInn 'R Thti Reaction 2 N5 Reaction 1 Reaction [eaction 3 1 N3 Reaction 1 Reaction I Reaction 4 - N61 Reaction Reaction Reaction 5 N10 i Reaction Reaction 6 . N12 Reaction I Reaction I Reaction 7 N8 Reaction Reaction Reaction 81 Nil Reaction I Reaction I Reaction I Member AISC 13thf360-05.):ASDSteelCodeChecks If' I I If' 1 .,,.fffl rTh 114 l)n+!nr,, NO Mn*,u1I,m lllln?,)Am (h rn iIE,I1f.1... H.S8X6X4 2 jJ.........................ft 8X6X4iL.. L. I L9.4...L.O38 o]Ii 7.9841_.038 y.,il.354j1.269l_31.72_i42.l2Jt3LWik. .3544.2LlJ........42.1 .[AfI 77 .1 1 M3 _C102.0 _.047 25 ... 4.693.12614.L.3.787_10,744 J1,097 HI..i.P. 4 ..1 ._M4........H.$.S......22..........8..1__.037_I ..567112.5 .y l89.776!ZZjA4,811_1_54.728 11 5 1 MS _HSS8X6X8 322 1.]. 037__02jjyI18977625Q0214481l54728 1 iH1_lb JointCoordinatesand Temperatures I V rcil V 11*1 7 NO Thnr 111 rt,-h PrAm flir 1N1 N2 3 N3 4 N4 5 N5 0 0 25 25 0 0 10.5 0 10.5 8 0 0 0 . 0 0 0 0 6 N6 25_i 8 -0 ,.i_ 0 { 7 N7 8 i 10.5 1 0 0 1 8 N8 i 8 4.5 1 0 0 9 N9 17 1 10.5 .0 0 - N10 17 4.5 J 0 -.0 j 11 Nil .8 -3.5 0 0 12 1 N12 17 -3.5 . 0 I 0 Joint Deflections I...... I V f;-I V F,1 7 r;,,1 V PM&ifinn IrtIl V PrIttinn 1rd1 7 Prttinn 1rd1 1 1 - Ni 0 0 0 8.259e-4 0 - - 0 2 1 N2 0 0 -- -.069 J_ -2.502e-3 0 0 3 1 N3 0 0 10 8.259e-4 0 i 0 4 1 N4 0 0 1 -.069 1 -2.502e-3 0 0 NS 1 0 0 0 1-1.7je-3 0 6 I I N6 0 0 0 1 -1.71e-3 0 0 711 N7 _0 i 0 -.381 .1 -2.502e-3 I 1.79e-3 0 A-1 1 N8 0 0 i 0 I -3.014e-3 1.79e-3 0 1 N9 0 0 -.381 1 -2.502e-3 -1.79e-3 0 ,..N10 0 0 0 j_ -3.014e-3_ -1.79e-3 0 Nil . 0 0 0 I 0 1.79e-3 . 0 N12 I 0 0 -- 0 J_ 0 1 -1.79e-3 1 0 RISA-3D Version 9.1.0 [M:\...\.,.\ ... \CALCS\balcony curved support.r3d] . Page 1 Company ; BWE . Aug 26, 2011 Designer : CEC . 11:14 AM Job Number Curved Beam Villa 68 Checked By: Joint Reactions yCombination ......... . - ............_____ v mi rill 7 rt.1 MY I_ffl MV 1Ift1 .••- _i_i ....N5 0 3.029 J0 ILOCKED 3 t N3 0: 0 1 -.721 0 0 0 4 1 N6 0 0 3.029 0 LOCKED 0 1 N10 0 0 5162 0 - 0 0 _.. 6 1 N12 . 0 10 -2.212. 0 i 0 1 0 _1_ 0 0 1 5.162 0 0 0 8 11 NIl 0 0 0 0 0 1 9 1 Totals: 0 0 10.516 . . ._. I 10 1 . 'COGIft)____ X:12 Y:10.5 I Z:0 Load Combinations -- _.,,Oescription SolvePD__S BLC Fictor BLC Factor LCfa_.ctor BLC Factor BLC Factor BLC Factor BLC Fact LC .Fc!L, Li L.._P±L............................... 1 L.L...................._.L_I Member Distributed Loads (BLC I DL) _Member Distributed RISA-3D Version 9.1.0 [M:\.......\ ... \CALCS\balcony curved support.r3d] ' Page 2 Wood Post Design Project: Villa 53 - Job #: 10648A Date: 10116/2009 Post: HD-4 Dimensions Loads Height 9 ft Pa a DL 0 lbs Piaai Ot i 0 lbs We& (lb/fl) j Shape: PnxialUL1 .22100 lbs. aja3Uifl . .0 lbS S 5-1.56 ifl eccentricity 1 in eccentricity in A 4125 in' 193.36 in w 10.03 IbIft Conditions Orienfation major..axis ] Top fixity: pinned __________ Got fixity pinned 1 00ft (deflection at specified height) Stress ON, No i psi —> F 1200 ' F, 85 F 1000 E 1600000 h,,r&ea 9 It . . ci~ • 1.33 Wet service: F no --T . 'F--no-7 Output 0 Wmax 0 Paxinin 22190.2 Memtonima 0 KOPI.MN 1841.67 1841.7 ibit S, 13.85 in'alow 6815.1 lb.ft A 5 21.62 Ifl' V 4663.3 lbs. d/b 1,364 $3122.4 lbs. Unity: . Reactions: .M+p: I 0.5831 Rpasail 22190J1bs Riopiaerai 205 lbs Rtja.arai . -205 lbs rnassa!n.IuI 0.052 in or .LJ2073.9. or"; Actt\sp [ 0.015 in ?[ 1.09jft or .0 7083.6 Status: .Axial and Bending OK Drift OK Deflection OK Notes: No additional lateral support required. dib'2 . S Slenderness ratio of member Oi(. Defiecbon cn area is based on L,1t3O maximum for total load and dud isbased on 0.05 *h for total deflection and daiacemeni Analysis doSs not include The following adjustment factors: q, , ,. See NOS 1997 formore information. C3, C LA Beam: Ml Shape: 3X4 Material: OF Larch Dy Length: .9 ft I Joint: NI J Joint: N2 Code Check: 0.899 (bending) Report Based On 97 Sections .733 at 0 ft Vy A 13 CS in Dz. ii- -. 551 at 4.5 ft .24at0ft - k Vz -.24 at 9 ft Mz - - .-:-.. k-ft T k-ft .,. My k-ft. 1. -.54at4.5f1 1.27 at 4.5 ft ksi 084 atOft fa ' ksi / - -, I ksi -1.27 at 4.5 ft NDS 2005 Code Check Max Bending Check 0.899 Max Shear Check 0.176(y) Location 4.5 ft Location 0 ft Equation 3.9-3 Max Defi Ratio U196 CD 1.3 RB 3.666 CL I Cr I Cfu 1.1 CP .236 Cm *.... Ct CF Y-Y Z-Z Fc - .475 1 1.121.j_..i......1...- 1 tiT1 Lb Ie/d 2 f 9.6 9 f 30.857 Ft Fbi ....tLI 1.5 Sway No No j7 _L.................... Fb2 1 ..i Le-Bending Top 2 f FV -10 Le-Bending Bol 2 f E - - - ------------- . ...... .. . ......... Beam: Ml Shape; 2X6 Material: OF Larch Dy in Length: 9 ft Joint; NI Dz in JJoint: N2 Code Check; 0.614 (bending) -237 at 4.5 ft Report Based On 97 Sections 733 at 0 ft .24at Oft A Vy k VZ - k at 9 ft .24 Mz .. _.-. k-ft T 'k-ft My k-ft -.54 at 4.5 ft .857 at 4,5 ft .089at0ft 41 ft ksi :- fa ksi I ..r -:l- . . - Ic - - • ksi -.857at4.5ft NDS 2005 Code Check Max Bending Check 0.614 Max Shear Check 0.186 (y) Location 4.5 ft Location 0 ft Equation 3.9-3 Max Defi Ratio 1-1456 CD 1.3 RB 7.659 . CL I Cr 1 Cfu 1.15 CP .528 (ksi) Cm Ct-CF Y-Y Z-Z Fc Ft Fbt Fb2 Fv E' 1.0 972 .97 T' 1.3 I 1.521 1 1 .1.3 .234 1600 1 1 1 Lb 2 f ' 9ft le/d 16 19.636 Sway No . No Lé-Bending Top 2 ft Le-Bending Bot 2 f c t, CIA Beam: Ml Shape 2X4 Matérial:. OF Larch Length: 9 ft I Joint: NI Dy in Oz - in J Joint: N2 Code Check: 0.476 (bending) Report Based-On 97 Sections 1..l6latOft A 1m Vy k Vz . k-ft Mz k-ft My k-ft .221at0ft - fc ksi ft ksi fa ksi NDS 2005 Code Check Max Bending Check 0.476 Max Shear Check 0.000 (z) • Location 0 ft - Location 0 ft Equation 3.6.3 . Max Defi Ratio L/I0000 CD I RB 4.32 CL I Cr I Cfu 11 CP .269 ............ cn........_ ....... ... ... _c ..* z-z Fc A64 ..-....I 1.15 Lb 4 f 9ft Ft t13 1 L.i Ie/d 32 30.857 FbI 1.5..I.1.5 Sway No No b2 Le-Bending Top 1. ft FV E ..__ ... - -H Le-Bending Bot 1 ft C-" Beam: Ml C .13 Shape: 2X4 Material: DF Larch Length: 9 f Joint: NI Dy J Joint: N2 Code Check: 0.594 (bending) Report Based On 97 Sections in Dz in 1.447 at 0 ft Vy k Vz k A k T k-ft Mz k-ft My k-ft .276 at 0 ft -. ?- •..-. .. fc ksi ft ksi fa . ksi NDS 2005 Code Check Max Bending Check 0.594 Max Shear Check 0.000 (z) Location 0 ft Location 0 ft Equation 3.6.3 Max Deft Ratio UI0000 C01 RB4.32 CLI Cr I Cfu 1.1 CP .269 ksi) Cm -CL_ F Z-Z Fc' .464 1 1 1.15 1 Lb 4ft Sift Ft' 1.013 1 1 1 1.5 le/d 32 30.857 Fbi 15 i Ti_I iL Sway No No FV .18 Fb2 . ..1.65 .1.5 -. Le-Bending Top Le Bat -Be 1 ft Ift E ......... ..••._ .-........- / O /0 BUK€TT&WONG ENGINEERS SHEEL______________ O$ NO r'kojfcl La L )7i )-Io ? ,\ (OA3U-Ri(iETT&WONG ENGINEERS POJEC1 \ P A< jO 8. NO__,_ -ç '. 0 ). DA1E E N G R PROJECI BUR<ETT&WONG ENGINEERS SHEET. JOB NO_______ _ _ _ _ _ _ _ p5 c -- : 2- _ D: '- L b/I ) -• E eURKETT&WONG NGIN E.ERS. SHEL JOB No ENGR ("V ROOF . This level Net forces Mm force Design Force Line A trib Force (k) Length of Shear/ft Shear/ft Shear/ft Shear/ft (ft 2) .........watt (It,) .. .... 0 0 0 B 328 30 15 200 200 271 271 C . 429.4 3.9 12 327 271 327 D 355.3 3.2 14 232 232, 271 271 . E 429.4 3.9 15 261 261 271 271 F 4.3 12 361 361 271 361 G 446.25 4.1 13 313' 313 271 313 H 474.9 4.3 12 361 361 271 361 429.4 3.9 15 261 261 271 271 355.3 3.2 14 232 271 K 429.4 3.9 13 301. 301 271 . 301 L 328 3.0 16 187. 187 271 271 0. 0 0 Total Area"— rea 4480.25 Force/Floor (k) 40.88 Total length of wall . 15 1. 1 Fv . 0.162 This level Net forces' Mm force Design Force Line A trib Force Length of Shear/ft Shear/ft Shear/ft Shear/ft (ftA2) wall (it) 403 4 1860113 129 42 306 306 403 403 7 2620.138 18.1 35 ' 518 518 403 518 Total Area 4480.25 Force/Floor(k) 31 Total length of wall 77 Fv , 0.162 3RD This level Net forces Min force Design Force Line A trib Force (Ic) Length of Shear/ft Shear/ft Shear/ft Shear/ft (ft 2) wa!(ft) Size wall I A 198 1.5 13 117 117 221 221 B 432 3.3 15 - 221 421 492 492 429.4 3.3 12 275 602 492 602 P. 355.3 .... 2.7 14 195 427 492 492 429.4 3.3 . 15 220 481 492 492 F 474.9 3.7 12 304 665 492 665 G 446.25 3.4 13 264 577 492 577 H 474.9 3.7 12 304 665 . 492 65 429.4 3.3 15 220 481 492 492 J 355.3 2.7 14 195 427 492 492 . K 429.4 13 254 555 . 492 555 L 432 3.3 16 208 395 492 492 M 198 1.5 13 117 117 221 221 Total Area 5084.25 Force/Floor(k) 3Q2...._...... .. ...................................... Total length of 177 Fv 0.162 . . .... This level Net forces Min force Design Force Force (Ic) Length of Shear/ft Shear/ft Shear/ft Shear/ft Line,'12) Size wall - 2 924 48 32 150 150 659 659 4 1860113 96 42 229 536 659 659 7 2620,138 136 35 388 906 659 906 Total Area Force/Floor (k) 5404.25 ... .., Total length of waIl 28 Fv 109 . 0.162 - DI ftr.> 2 p rA( •\ ) -. t p ,' 2ND This level Net forces Min force Design Force , Line Force (k) Length of Shear/ft. Shear/ft Shear/ft Shear/ft A 198 08 13 59 176 331 331 8 432 1.7 15 111 532 602 602 C 429.4 1.7 12 138 739 602 739 D 355.3 1.4 14 98 .524 602 602 E 429.4 1.7 15 110 591 602 602 F 474.9 1.8 12 152 817 602 . 817 G 446.25 1:7 13 132. 709 602 709 H 474.9 1.812 152 817 602 817 429.4 1.7 15 110 591 602 602 J 355.3 1.4 14 98 524 602 602 K 429.4 1.7 13 127 682 602 682 L 432 1.7 16, 104 498 602 602 M 198 0.8 13 59 176 331 331 Total Area 5084.25 Force/Floor(k) 19.54 Total length of wall 177 Fv 0.162 -. This level et forces Mm force Design Force Line A trib Force (k) Length of Shear/ft Shear/ft Shear/ft Shear/ft . (ftA2) . ... .... .. ........................ 2 924 2.4 32 75 224 788 788 4 1860,113 4.8 42 * 115 651788. 788 7 2620.138 6.8 35 194 1100 788 1100 Total Area ' 5404.25' . Force/Floor(k) .. 14 . . ... . .. ....... ..._..... , Total length of wall , 10,9,_. Fv 0.162 - . .................. Force 2nd Dead Length Overturning .!D forces 2(1) .. 788 1472 18, Carlsbad Ranch Villa 60 Shearwall Sizes 3rd Roof A 3476E 231 6E 0 0 A M. 3476E. . 2316E 0: B :1 6333E . 517 4E 286;6E D 633 3E 517A . E .286.6E B J 633-3E 517 4E :28636E B L 633.3E 517'4E .28616E B K 0682,3E 555:4E 301 SE B G 709 3E 577 4E 313.':6E B C 739 3E 602 4E 32716E, B E 806 2E 656 3E 356 SE C I 806 2E 656 3E 356 SE C F 81.712E 665 3E 361 16E C H 81.7,2E 6653E 36t6E C 4 8332E :711 1 3E 3736E C 7i 11002E 9062E 5184E D 2 1226E 0 0J 0 0E 10116/2009 Burkett & Wang Engineers rpm . . L. 1!) - Carlsbad Ranch Villa 68 Shear Wall Hold Downs Allowable Line 2 4 7 7 2nd V this floor Vnet 87 87 87 139 139 . 528 595 595 786 786 0(K) 1522 14'14 22.53 16,54 ' 10.57.10.35441 3rd T(K) V this floor Vnet 15.04 241 b,57' 241 2,2.44 277 19 31 278 C(K) T(K) 4 .4.14.59 508 .8.61 508 8.00 647 12.71 648 11 03 roof V this floor Vnet . 0 8.43 267 7.42 267 12.62 370 1039 370 C(K) 0 267 ' 267 370 370 T(K) 0.00 2,96 2,75 4.62 4.01 0.00 2,79 2.18 4.54 3.78 Allowable 2nd 3rd roof Line V this floor Vnet C(K) T(K) V this floor Vnet C(K) T(K) V this floor Vnet 0(K) T(K) A 79 237 7-4.25- 3 48 158 158 1."7'0' 0 93 0 0 0.00 0.00 M. 7 9 430 10.39 8,64 158 351 5.81 4.05 93 193 2.06 0.31 L - 98 528 12 .70 1 0.94 196 430 7.07 5.31 233 233 2.49 0.73 E 79 430 1049 896 158 351 586 433 193 193 208 055 79 430 10.39 8.64 158351 5.81 ,4.05 193 193 2.06 0.31 B 109 584 14.05 12.29 217 475 , 7.82 6.06 258 258 2.75 0.99 0 94 506 12.38 10.95 188 412 6.89 5.46 .?24 224 , 2.42 1.00 J 109 584 14 05 12 29 - 217 475 7 82 6 06 258 258 2,75 b.§9 K 79 430 1039 864 158 351 581 405 193 193 206 031 G 79 430 1049 896 158 351 586 433 193 193 208 055 C 91 487 1172 997 181 397 653 477 215 215 230 054 F 79 430 10.39 8.64 158 351 5.814.05 193 193 2.06 0.31 H ' 79 2374.253.48158 ' ' 158 1..70 0.93 - 0 0 0.00 0.00 / ............................ - '-.- V.L 10/16/2009 Burkett & Wong Engineers CEO S I ? 54- -C., 40ICIC'40 o 'ocaoo o!o 0 Pa 154 CQ't'4 O4jflJd5J c. Pa,IC 't"aI 01 ,I2,øtjUtj.D.0 t4OUU. .0(1 'pZ .o,cpt'%-" ,EEE'E' E • 004401111114 fi 0 OP. P.154 1510,0 0'0:<54,—V54 10.01:1 G.6 ('lit) P 'q,'a I' a.,, 91t.__IN•• 00 40 CC UI U) .- 0 0 CI. It, 01 0' 1 0910,1141011) P4 C') 15)00(5440 Pa C') 1") 1 , I 0CC) 00.0 0'OC 0000400 C ID11440010'I10 (014010010) C) 7 CIIO'' .'.fl'aOC)40CC40CI140CC5 0 0 0 40 0 00 0 0 fl.P.'1 ,C, I 0 0 10 114 40 10 40 40 0 0 40 C') I)) *14)5 0 1' Cl 0 0 0 0,01 0 0 P. 0 IC 'a P. C- C'- 01 014 '14) 14C54 IS4IPI 154 IS. Is) ,sl)O IS. P. 15) ('4 flaP) 'fl' h . I - 11) 40 Pa P4 0 0 = '- P. E E'0 E'EIO.F 14, - 4 4040 Is IS ((1 1110114 40 La) 430 P.O "4P1'lIs) fl C- - -•-- IC)U alp'- 'U)I40C'4p4:p±fl It - Jn ('--'0) 0)-fl Is) It 00 (0 - 40.0000 0 00 0,0 0,0Q0O 0 01 10 c Ti I •• I 'I 0' • I . - , . - S' 010 40.(301400 I0,* (0 )C.)0,I 000) — C) PIt) fl '3 'Q.fl 03 11 clOt '30 100 *4 'PS ,P. N 0)0: 40,0 eN 0' CL 0 0 00 PS Is) C- It) P1 '1 C'- 00'))) P1,40 c'- Ifl(t _,.l 1) .. LI to •.. L) '0 - 0.14.10,0 Cl 0 40 0 0 0 1040,0 0 0 I 'o o'od old 000 0 000 0.00- 01' I , * •-i'' P.P.40Ifl)t)1Ot14Il3(I2U)U4Il3P.,P)P1 a 0 00 0 0 0 0 0 C' 10 jE I) s, 0. • I , I 40 4000 111,0000 40 ) 40. 40 o IC IC i40 L0'10.0 0'I0 40 *0 flu 10CC-Inn III In'o,,c)cl - 040 4040 40•)140)0' C)t') 0) OP. CLaP. - P Is) 40 0'U)'La) 11,cs-c'd o:PS P.'CI) 4001 P. p ' - i 45•40 05.0 40.0)0) Cc I'. C'- 0.40 -a ,$),It) 'CI. 40 10 "3 2 99 2 9 'IC) I , - I • ' I • I ' ' - H 'IC Carlsbad Ranch Villa 68 Shear Wall Hold Downs Allowable j2nd 3rd Installed Line C(K) T(K) C(2) studs T(K) Dia HD req anchor 1(K) C(2) studs 3 wide X mils strap A 4, 25 3 48 4x6 HDU4 SDS2 5 0 43 0 88 0 93 3x6 9 56 mstc 28 H 21.25'* 3.4'8 4x6 HDU4 SDS2 5 0.43 0.88 0.93 3x6 9.56 mstc 28 M 1039 8.64 6x8 HDU11-SDS2.5 067 0.88 4.05 4x6 41.67 cmstl4 1039 864 6x8 HDU11 SD S25 067 088 405 4x6 4167 cmst14 K 1039 864 68 HDU11 SDS2S 067 088 405 4x6 4167 cmst14 F 1039 864 6x8 HDU11 SDS2 5 067 088 405 4x6 41 67 cmstl4 E 10 49 8 96 6x8 HDU1I SDS2 5 0 68 0 88 4 33 4x6 44 51 cmstl4 G 1049 896 6x8 HDU11 SDS25 068 088 433 4x6 44 51 cmstl4 C 11 72 997 6x8 HDU11 SDS2 5 072 088 1" 4.77 4x6 4907 cmst14 2.00 - 1057 10.35 6x8 HDU11 1. -SDS2.5 0.73 0.88 4.59 4x6 - 47.26 crnstl4 L 12.70 10.94 6x8 HDU11-SDS2.5 0.76 0.88 5.31,4x6 54.67 cmstl4 0 12.38 10.95 6x8 HDU11-SDS2.5 0.76 ..88 5.46 4x6 56.19 cmst14 4,00 14.44 13,75-66"" hdul4-SDS2.5 0.85. 0.88 6.73 4x6 69.25 cmstl2 B 14.05 12.29 6x8 hdul4"SDS2,5 0.80 0.88 6.06 4x6 62.38 cmst.12 J 14,05 . 12.29 6x8 hdul4-SDS2.5 0.89 0.88 6.06 4x6 62.38 crnst12 4.00 15.22 15,04 6x8 custom 0.89(2) 7/8 .... -.......................... . 7.686x6 3.4.9(2)HDU14 7.00 19.54 6x8 ,19.31 custom - 1.00(2)7/8 6x6 - 490(2)HDU.14 7.00 22.53 22.44 6x8 custom 1.08 (2) 7/8 .10.79 12.62 6x6 5.73 (2) HDU14 10/16/2009 Burkett & Wong Engineers CEC' Carlsbad Ranch Villa 68 Shear Wall Hold Downs lroof C(2) 3" wide Line C(K) . T(K) studs mils A 0.00 0.00 0.00 H 000 000 000 M 2.06 0.31 2x6 2.26 mstc28 2.06. 0.31 2x6 2.26 mstC8 K. 2.06 0.1 2x6 2.26 rnstc28 F 2.06. 0.31 2x6 . 2.26 .mstc28 E 2.06 0.55 2x6 404. .rnstc2. 3. 2.08 0.55 2x6 . 4.04 mstc28 C 230 0.54 2x6 3.99 mstc28 2.00 0.00 0.00. .0.00 0.00 0 L 2.49 0.73. 2x6 5.41 mstc28. D 2.42 1.00 26 7.38 mstc28 4.00 275 2,18 2x6 16.17 mstc40 B 2.75 0.99 2x6 7.36 rnstc40 275 0.99 2x6 7.36 mstc40 4 00 2 96 2.79 3x6 20,63 mstc60 .700: .4.01 .378 3x6 27.97 rnstc60 7.00 4.62 4:54 M. . 33.60 mstc60 10/16/2009 Burkett & WongEngitiees. CEC ' DA T E X2' - - -------- - - PROJECT BURJETT&WONG ENGINEERS JOB NO__________ L S J1 .- •1 ci . --- '\1 ok 1D 2,Vk Y. 3 o .AZ IZ 5e c .. fL DL Company : Jan 25, 2008 Designer : 5:37 PM Job Number: . Checked By: Plate Principal Stresses (By Item) (Continued) ( l)l... I ..- ..n1IkI n9fti T.ii Mk1 ArIrIIirrU \I^n MiiII r:i i II1TTii Ti I..E2i iLIi:285 .085 30 ft .049_..._049 _.049L_-.785_ .085 31...j.... PJL.._ ..L.._....033 QL..Th .- .............057 _.. _0 .4._. .033 L_...785 057 LJJi__.Eii_.I_ .._016 -.Qi_............_.016 __..L5 027 _QJ -15 .027 - .t .P18....- 36 B -.... .032 • -.0. .-.__jZ -.032 .032 Qi_1S -.785 .056 .056 L .1 P19_ 38 .J.... B 01._...................01..., Qi___..................J.._ r_5 .015 - 7_..i___027.... 40 1 B .016 1Q.._.._.....P........_.0 -.016 .016 .785 .75 ._.__Q___ 28 .028 41 1 P21 1 .016 -.016 .016 .785 43 1i P22 44 I I 4JLLP 23 B 1 T B T_I 016 .016 F .016 .. .032 I -.016 1 -.016 -.016 -,032 .016 .016 .016 _02_. .785 .785 .785 _785 _._............ .027 .027 .027 .056 B .032 L -.032 .032 L_..E_.. .I ..J Jt_ _1L_ .__.7i 02. JJ1._,._J__7.015 . .15j .78. .............027 Joint Coordinates and. Temperatures I hr.I Y ff11 V ff11 7 till Thmn fF1 fllrh Frrrn fln 3 Ni -21' N2 N3 11 14 14 . 0 0 2.5 0 0 1 0 0 0 0 4 5 6_ . N4 N5 N6 11 3 3 2.5 0 2.5 0 0 0 0 0 7 8 9 J _11 12 13 .14.... N7 N8 N9 _.._....410 Nil N12 N13 N14 0 0 3 0 14 11 14 ii 0 2.5 7 - 7 7 7 12.5 . 12.5 0 1 0 0 -0 0 0 . .0 0 0 I 0 1 0 i 0 0 0 0 15 16 N15 N16 3 0 12.5 12.5 0 0 0 0 17_ N17 _._3 17 - 0 -- f 0 18 19 .20 18 N19 j I _J0 0 14 -ii 17 17 17 - 0 0 0 1 . I 0 0 0 21 22 2.. 24 N21 N22 N23 N24 11 3 14 20 20 _2.0 20 0 0 * 0 0 0 0 25 N25 3 10 0 26 N6 0 1 4- .._ 10 _.1Q Q - 0 28 N28 14 10 0 0 0 29 30 331 31 N31 N29 N30 ______ N32 .J.3........____.._...0 J_..........27 3 0 1 ...J± 22.5 22.5 22.5 _ .._0.... ....._.....0 0 0 I 0 .Q 0 RISA-3D Version 7.0.2 [C:\RlSA\untitted.r3d] Page 2 Corn pony: Jan 25, 2008 Designer : 5:37 PM Job Number : . Checked By:_____ Joint Coordinates and Temperatures (Continued) I hI X 1111 V 1111 2 ff11 Temo 1Ff Detach Fiom Dian i35 ...._._.....*_ ET TIiIiL_ _0 i1iiiTiI IiiT L27.__L2 L ..._.._._J'i - _._FL..__ L..14 L_ Q_L.._Q .. .._ .._. ._........ 38 - L j3 ...J _U3 - .iJ 3.0 0 Q_..__. .0 0. 40 1 -- N4Q _L_14 - 30. - 0 _...... - 0 Joint Reactions (By Item) IC Joint Label X Iki Y 1k1 Z ki MX lk-ftl MV 1k-Ill M2 1k-Ill 3 LiIJIr Li.... 1 N2 .. N39 -3.893 .- -1.609 NC IQ 9.016 . IIIQ1IiE [ .0 QKE Q__ LOCKED LOCKED C iiiixixx jNQ 5 o 1 1 1 N31 - 21 N14 - _N NC NC _L JJC NC - ULQ. _çLç_ NC NC NC_ NC_ ..J..QKED LOCKED- _LQççEI LOCKED _I_N.c_. - NC - NQ_L NC ..NC NC NC 8 Th ji 1 1 i N4 'Ni I 1 _i_Q NC NC NC NC.. * NCJ...... NC LOCKED ç_ NC NC NC Member Distributed Loads (BLC 1:) Member Label Direction Start Maanitudelk/ft.d..End Mnitude1K/1l,d......Stai1Locationhft.%l End Locaiionlfl.%l rrjii L2_IL _M riiiiii L ~_A - 39__139 1_..j - TiI1LIiiJiIIiiiF1iiiiiiiiiiiIiii 0 3 - Iriiix 069L_069 _L_ L RISA73D Version 7.0.2 [C:\RSA\untitIed.r3d] Page 3 DI t Company : Jan 25, 2008 Designer : 5:37 PM Job Number : Checked By: Plate Primary Data -- Li 2 4 P3. ___P4 E1_1_- J5 L18._ N7 N5 - N2 N6 N1 _L_N4. N3 N6 .....1_ N9 .._.N6 N10 N4 Ply .P1Y Ply .5 5 IiIi. 5 P9 ._ N16 N3 N15 N11 N17 -N12 .. _..18 Eiy_ _y_.._ .5 5 - P10_. N14 N20_.__- y .5 7 T JL ElJ _ ___..E12...... J.1L .._ _,..J_..._ Q _._.18__...........NI7.........N22..._ _W.3....J19.. N21 I N22 .J_!y_ -h-- 10 _f13._.. NZQ._._ JIIL_I N24 _..J2L_ N21. 2_ P 12 A N9 N12 N27 N25 - ..Ey_._ .5 14 P14 _J4_12_... N27 ....._.11 N28 N13_...._I .N2_ N14_Ply N27.._.Ei_ .5 . - 16 15 .........15.....N25 P16 N26 EI2_._..__N, liL. N25 N114.._ N15 N29 -.N15 N16 ro - Ply Ply __________ .. .5 JL N21 -. N31 N29 - _Iy .5 18 P18 N2 ..._...24...-- .2 N31 - Ply .5 aL P2 .Q.__.. ±Li_ ._34 L...._t_. .JZ9.._N30 P1L .5 22 21j.....__P21.._._.. N37 - ........ N31 22- N32j. N34 _N38 _P2. _.N38 __ N39 N35 _li;4 ...._...E!y_ 2 23 4 P24 ._. _.N39 N40 N35_.. _Eiy_. late C . - 1.... r..... A I..h..fl LTi.i T 04 _1 0 41 }041_ 56 07 1 fl LIL .. ... IT .041 1 .057 -.041.._......_. -.057 .041 .057 .__2.356 -.785 * .071 . . .099 _..&7 --__.QL._. -.785 1 --__.099 J.. f3..__ _.04L_.. -_-.785 072 1 .. 6 - B) .042 -.041 .041 -.785 .072 1 7 1 P4.__- -.042 .042 _. .072 1 i BJQ4L.__-.042 .042 0721 * T_ -__-.041 .041_ -.785 .0721 10 ...& .041 -.041 .041 -.785 .072 1 it ....t. _ P9 _LJ .033 -.033 _033 -785 1 .057 1 12 ._ .033 -.033 .0 -.785 I 1 .i.. T _033 -.033 .033 -__-.785_.._j .057 .14 ... .033 -.033 _.....Q...._ -385 I .057 I 151 P11 - _T_,049 049 49_. -.785 -- ._..049 :.049 .049 ...785 .085 I 17 1 P12-- -.033 - 03 - 18 B _033 -.033 .03... -.78 ..057 I .19 t ._..E13._._ ..L... _.QL_ ._032 1 92 ]I. .056_i .056 J 20 - B .032 -.032 .032 -.785 21 1 _ffl .L. 041_ -.041 j _56 1 .072 22 - . _O41 -.041 .041 -....2.356 231 P12A _L.. .058 058 .1 Q__ ___J85 - .1 2 4 - .. .058 - -.058 .058._ --.78_ .. 1 I 25 6 1 - -______ P13A T B' .041 .041.__ -.041 -.041 .041 .041 1 -.785 -.785 -_.071 .071 I IL, _L..Et4 TI .032 2 56 .032 ..,J_..785 ________ 28 L1..________Q2 1 .032 [ -.785 1 .056 RISA-30 Version 7.0.2 (C:\RISA\untitfed.r3d} . Page 1 - Company : Jan 25, 2008 Oesgner : 5:46 PM Job Number: . Checked By-- .- -Plate te Corner Forces (By Item) (Continued) - - .. vr6i vt.., . 711 tviLt1 MV1kAI M7h-_ft1 i: 59 I i?iII N27 T1IIIT i-1.118_._.368 1.178 _0 N14 1 ii - 0 0 öTII 0 ._ -0 iöTii 0 ii---6- 60 ______ N15 1.178 ..L_IL. _Q - 0 1 0 -0 61 1 63_._..__ftL f16 N26 - 94 _._.Z4 294 5 0 246 JiL_ _p... 0 0 0 ...___ . 0 0 0 0 1641 .._. i 24 .2__- -0 0 .. _Q._ ._. 165 1 T P17 Lr22 N23.gj_ jL_ -.118 .117 18 0 0 0 0 Q 0. 0 0 0 0 - 0 0 Q_ _i41 -.117 0 - 0 0 - 69 71 1._t. i..j...... JQ -.772 72____..__.N29._ _Ei...._ PI.... N 22_ N31 N21 -.772 .772 .772 i.... 241 .241 .241 -.241 0 -.115 0 0 0 —__0_ 0 0 _J) - 0 0 .. _0 0 0 0 - 74 N24 -.138 .115 0 0 0 .... 0 N32 .138 0 75 JL 1_ .---.-*,- _f20__. N31 _.._t33 - _j'J34 _J38 j2 .144 -,115 ...215 0 0 0 .... 0 1 _..0 0 Q._ 0 .L - 0. 0 0 0 80 I..L.J_.. P21 .i29_i4 N30 -.143 _2i_ 21. 0 0 . 0 Ol _. o -. 0 .., 0 o 0 0 :0 - 82 N36 , .14 .._211 0 0 --0 0 - -.14 1 0 J 0 83 84 85 jL P22 -N32 _N31 -.141 iAZ 1L..... -.211 _-142_ Q__. 0 0 -0 0 Q_.._ 0 1 Q__L 0 0 1 .141 .142 0 0 0 0 N38 88 ..9_ - I _...._. f23_.. N34IL. N33_ J38 ,... -.141 . ...142 773 .141 142 _._:2 0 . 0 0 0 0 0 I __0 0 -0 - - 0 90 - ._. N39 .773 _,29 0 0 0 13.....t 94 1_l........—_-_--77 _____ ...EZL jj4 _..N39_ 40 -.77 ._... fl_ .139 _.29 -.29 .139 00 0 - 0_ 0 . 0 _. .0 •_0 0 0 0 0 0 0 96 __.N N35 j9_ -.139 139 -.139 0 .0 ._P - 0 0 -o 0 RSA-.3D Version 7.0.2 [C:\PSA\untitIed.r3d] . Page 5 Company : Jan 25, 2008 Designer 5:46 PM Job Number : . Checked By:_____ Plate Corner Forces (By Item) ( I Yki Yfk1 7M Mcrk-ft1 MVIk-ftl M7Ik-ffl 3 Lz_.LJ__. _.P1 1. _L.._ _LN2_.E -.372.L NI 1 L N3 _J.__9_._ 1L4 .L2__. _.31 .-.309 T 0.__ _.0 .305___._.....0 0 .....J)_..._. OJO 0 5 6 .8 1 -. 1_.._ . 1 _....E.._...._. NI - ____ .._ _j_377 1.377 1.377 -.375 4_ j .431 j-.43 -.312 -.43 ...QL... 0 0 ._.....Q_ 00 .....Q 0 ._......Q'. - 0 0_ - 0 o 0 - 0 0 10 1 NS ±_.373 -.369 .308 311 0 0 0 Q.. 0 -.0 0.0 14_ L.t_...._.P4_-- N8 N6 ..i8.i..__64 .371 L_3ii_ .376 -.307 ....562 ...563 0 ._JD _0__.._._0..._ 0 Q 0 0 0 _Q.... _Q_ 0 _.___ -.0 0 ...i. 16 1 .J9._ N10 .373 -.56 0 0 0 0 17 18 1 - j P5 .1I. N4 -.373 ....372 .372 -.558 .56 0 0 0 0 .. 0 JL.. 0 Q_ i9 20 21 1 --...- P9 .t{1L........ N12 j N16 N151 .372 -.297 -.297 .557 -.559 -.446 .445 ._0 .. 0 .0 0 Q..... 0 0 1 ..._o i.... 0 0 0 _.0 J. 0 0 22 23 _.-J N17 N18 .298 _..296 .446 -.445 0 0 0 0 i 0 0_ 1 0 0 0 25 26 1 E10.,._ J14_ N13 ---.295 ...294 -.441 ....442 0 0 0 0 0 -. 0 0 27 * N19 1 .294 .441 0 10 0 1 - 0 .2.&_.._ __.. .._JJ20 .294 -A42 0 0 0 .2... _i_ E1L._ ._ll_. JQ_ -1.18._ .._diJ.t..... ........AL.... .443 - ..0 0 --0 _0 .L_ 0 0 i_..........._. N21 1.182 .443_...T a 0 0 . 0 33 - 1 .1 P12 N22 N18 1.181 -.295 . -.443 -.295 0 0 - 0 - 0 0 0 0 34 N17 -.294 .295 1 .294 1 0 0 0 0 1 1 .294 .295 -.294 T_0 0 0 0 0 o 36 N23 37 1 P13 N20 -.292 -.292 0 0 0 0 39 1 3a -- * ._.....N19 N24 -.292. .292 .292 .291 0 0 0 0 0 0 . 0 -.0 40 ..gai, - - -- .._Eit&._._J1io -N21 - .292 -.37..... _..292 0 0 ..._..0 0 ._0 0 _.0 N9 -.371 .371......... 0 0.. . 0 0 43 -.- ----. N25 _ .373 0 0_ 0 ..4_L.J. 46 47 41...J.. . P12A _f&._.J.tZ_..._....:.3..._.__-.36 L._N26 N9 N12 N27 -1.385 -1.384 1.385 1 1 384 .371 _jz....._............o -.52 .519 .519 . -.519 0 1 a 0 0 _I 0 Jo.oJ._. L._._o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .1 52 1 33 1 54 P14 _.1L J~F2EF N27 N27 F N28 J .37 51 .. -.369J 369 .369 -.291 -.291 .368 - -.37 1 -.242 .243 1 .0 0,. .. 0 0 ..0 0 0 0 ~_200_ 0 0 0 0 - 0 55 I I sL_L_.._..........A I N13 I N14 1 .292 .291 L . .242 -.243 0 0 0 ..........Q 0 .. 0 0 0 RISA-3D Version 7.0.2 IC:\RISA\untitled.r3dl Page 4 BURKETT&WONG 1 DATE ENGINEERS SHEET - ENGR__________________ JOB NO_____________ DATE ENGR C€ c PROJECT burkett &woA9 to st,uctu,ol & civil engineers SHEET JOB NO____________ e t_ 1•t1 tL" 3,(7 '!- Ic )e 43k,t4 lc 3 [51.f c115' q Li 7 ,2 v jr ,r 1sL 1b 4 32-'L5 Af Iz.z71.c- A- Aio ' burkett DATE &wong to ENGR___________________ stuCturoI & civil engineers PROJECT 3( Ie7) ( 2.-.{tc O+ 2y L 367 SHEET 'JOB NO__________ DATE bukett SHEET_____________ ENGR__________ &w0n9 W siuCtuiOi & clvii enQineors PROJECT T'-4t C V(.Pri 9Afl— -1 A -lIr p . i -rp. i'4E O-' çIr f? LA-T), L_01' 13 u 1b L jZ#rit 1S f.oPrD 105/2011 ______ Engineer- CEC Burkett & Wong . Sheet Job Na, Carlsbad Villa 58 Wall or Frame No. 2.00 19.00 4.00 19.00 4.00 12.00 10.00 '24.00 10. 00 -. 18.00 A . 22.00 B 19.00 Footing Length FT Footing Width FT 2.00 3.00 3.00 2.00 3.00 200: 2.013 hickness FT Footing "Thickness 2 .00 2.00 2.00 2.00 2.00 2.00 2.09 'Total Axial P KIPS 3.30 1.41 0,43 0.09 0.23 1.10 1.87 Overturning Moment K-FT 84.51 180.28 75.95 .15759 157.59 51.73 117.54 Wall or Frame Length FT 1700 12.00 8.00 5.00 . 13.00 20.00 17.00 Overburden KSF . 0.00 . ' 0.00 0.00 0,00 000 0.00 0.00 ASB KSF 6;67 6.67 6.67 6.67 6.67 6.67 , 6.67 F'c KSI (3KSI max) 3.00 3.00 300 3.00 3.00 3.00 3.00 Fy KS) 60 60 60 60 60 60 60 Load Factor for Concrete 1.55 1.55 1.55 1.551 1.55 1.55 1.55 Av reqd SQIN I FT 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 As re9'dSQJW 1.04 1.56 1.56 , 1.60 1.55 1.04 1.04 As req'd SOIN per foot. width 0.52 0.52 0.52 0.80 0.52 0.52 0.52 -As req'dSQIN ' 1.04 1.56 1.56 ' 1.04 1.56 1.04 1.04. -As req'd 501W per foot. width 0.52 0.52 0.52 0.52 0.52 0.52 0.52 Use GB-1 Use 08-2 Use GB-2 Use GB-1 Use GB-2 Use GB-1; Use GB-I SB Check OK OK ' OK OK OK OK OK V max Check OK, OK OK OK OK OK 01< As max Check OK OK OK OK OK OK OK Max stirrup spacing in IN 10.0 10.0 10.0 10.0 , 10.0 10.0 10.0 Length of soil pressure in FT 12.6 4.8 1.6 12.2 3.9 22.0 8.4 Relative fooling cost 348 523 330 463 495 403 348 Fig wtKLF 0.83 1.13 1.13 0.83 1.13 0.83 0.83 Total *1K 16 23 14 , 20 20 ' 19 18 e FT . 5.29 7.91 545 .7.92 7.69 2.69 670 .X FT 4.21 1.59 0.55 4.06 .1.31 8.31 2.80 ex6lL 1.67 2.50 2.73 1.98 2.56 , 0.73 2.12 SP max KSF 1.26 3.19 5.86 1.63 3.49 0.76 2.09 Spmin KSF 0.00 0.00 0.00 0.00 0.00 0.12 , 0.00 slope KJF 0.20 2.01 10.34 0.27 2.67 0,06 0.50 d FT 1.67 . 1.67 1.67 1.67 1.67 1.67 167 Cantilever, ft 1.00 3.50 2.00 9.50 2.50 1.00 100 Length to min steel . 1.00 .3.50 2.00 6.15 2.50 1.00 tOO Cantilever-d FT -0.67 1.83 0.33 7.83 0.83 -0.67 -0.67 Vi 1 6 ' 2 8 3 1 1 V2 4 10 7 24 9 '1 5 V31< 1 12 5 ii 7 0 -2 Vu max 1< 6 19 11 37 14 2 ' 8 +Mu K-FT 1 58 28 111 34 1 2 -Mu K-FT 1 11 3 58 . 0 , 1 F'cA.5 ' 0.05 0.05 0.05 0.05 0105 0.05 0.05 As min temp SOIN 1.04 1.56 1.56 1.04 1.56 1.04 1.04 As min SQIN 1.60 2.40 2.40 1.60 2.40 1.60 ' 1.60 Av min SQIN 0.24 0.36 0.36 0.24 . 0.36 0.24 0.24 VcK 53 79 79 53 . 7.9 .53 53 Vs min K 24 36 36 , 24 36 24 24 (Vc + Vs mmn)'0,85 K 65 98 98 65 . 98 65 65 -As SOIN 0.01 0.65 0.31 1.27 ' 0.38 0.01 0.03 -As SQIN 0.01 0.12 0.04 0.65 0.06 0:09 0.01 SB max KSF 1.26 3.19 5.66 1.63 3.49 0,76 2.09 SB min KSF 0.0 0.0 0.0 0.0 0.0 0.1 0.0 Vu KIPS 6.2 18.7 10.9 36.6 14.3 2,1 8.0 Mu.reqd FT-K 1 58 28 '111 34 1 2 -Mu reqd FT-K 1 11 3 58 5 01 1 INUlS 1 Assumes lineally elastic soil pressure clistnoution unbar grace oeam 10/25/2011 Burkett &Wong SaeeL . Engineer- CEC Job No Carlsbad Villa 58 0 2400 19.00 F 20.00 0 20.00 H I 20.00 19.00 Wall or Frame No. C 20.00 Fooling Length FT Footing Width FT 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Footing Thickness FT 2.1)0 2.00 2.00 2.00 2.00 2.00 2.00 Total Axial P KIPS 04 242 f.'87 1,04 1.32 1.'04* 1.87 Overturning Moment K-FT 118,39 149.97. 117.54 .13690 120.06 130.90 117.54 Wall or Frame Length FT 9.50 22.00 17 -00 9.50 1200 9.50 17M OverbUrden KSF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ASB KSF 6.67 6.67 6.67 . 6.67 6.67 6.67 6.67 F'c KSI (31<Sl max) 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Fy KSI 60 60 60 60 60 60 - 0 - Load Factor for Concrete 1.55 1.55 1.55 1.55 1.55 1.55 1.55 Av req'd SOlNI FT 0.00 0.00 0.001 0.00 , 0.00 0.00 0.00 As req'd SOIN 1.04 1,04 1.04 104 1.04 104 1.04 As req'd SQIN per foot. width 0.52 0.52 0.52 0.52 0.52 0.52 0.52 -As req'd SQiN 1.04 1.04 1.04 1.04 1.04 1.04 1.04 -As req'd SQIN per foot. Width 0.52 0.52 0,52 052 0.52 0.52 0.52 Use GB-11 Use GB-1 Use GB-I Use GB-i Use GB-1 Use GB-i Use GB-i SB Check 01< 01< 01<1 OK 01<1 OKI 01<1 V max Check OK okj OK OK 0K OK! OK! As max Check OK OK. OK! OK 01<1 01<1 01<1 Max stirrup spacing in IN 10.0 10.0 1 10.0 10.0 . 10.0 10.0 10.0 Length of soil pressure in FT 9.8 15.7 8.4 7.6 9.8 7.6 8.4 1, Relative fooling cost 367 440 348 387 367! 3671 3481 Fig wt KLF 0.83 0.83 1 0.83 083 0.83 j 0.83 0.831 Total wt K 18 22i 18! 18s 1811 181 - 181 eFT 6.75 6.75 j 6.701 7.46 6.74 7.481 6.70 X FT 3.25 5.25 . 2.80 234 3.26 2.54 2.80 ex6/L 2.02 1.69 2.12 2.24 2.02 2,24 2.12 SP max KSF - 1.80 1,41 2.09 2,30 1,82 2,30 1 2.09 Spmin KSF 0-00 0.00 0.00 000 0.00 0.00 i 0.00 slope K/F 0.37 0.18 0.50 0.61 037 0.61 0.50 dFT 1,67 1,67 1,67 1.671 1.67 1.67! 1.67 ContUever, ft 5.25 .,1 00 1.00 5.25 4.00 525 .1 .00 Length to min steel 5.25 1.00 1 1.00 5.25 4.00 5.25 , 1.00 Cantilever-d FT , 3.58 -0.67 -0.67 3.58 , 2.33 .358 -0.67 V1 4 11 I 4 3 4 1 V21< 8 61 9. ' 5- V3 K 8 -1 -21 i0l 61 10 2 Vo max K 12 ' 71 8 isj 9' 15, 8 i-Mul<-FT 45 2 2 58 291 581 2. -Mu 1<-FT '18 . 1 i V 181. 101; 181 Fc,5 0.05 0,05 0.05 0,05 0.05 0.05 i0.05 As min temp SQIN 1.04 1.04 1.04 '1.04 1.04 134 . 1.04 As min SQIN 1.60 1.60 1.60 1.60 ' 1.60 1.60 1 1.60 Av min SQIN 0.24 0.24 0,24 0.24 0.24 0.24 0.24 VcK 53 53 53 53. 53i 531 531 Vs mink 24 24 . 24 24 24 241 241 (Vc Vs min0.85 K . 65 65 65 65 651. 651 +Az SQIN 0.51 0.02 1 0.03 0.66 0.32 0.66 0.03 -AsSQlN 0.20 0.01 1 0.01 1 0.20 0.11 0.20 0.01 SB max KSF 1.80 1.41 2.09 2,30 1.82 2.30 2.09 SB min KSF 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vu KIPS 113 7.4 . 8.0 15..0 , 9.4 15,0 1 8.0 MureqdFT-l( 45 ' 21 2 58! 291 58 .Mu regdFT-K 18 1 im .181 101 18m 1! !'otes: 10/25/2011 . Burkeft &Wong Sheet ----..--- Engineer- CEC . Job No.__________ Carlsbad Vita 58 J 24.00 K I. 20.00 19,00 1'l 22.00 Wall or Frame No. Footing Length FT Footing Width FT 3.00 2.00 2.00 2.6o Footing Thickness FT 2.00 2.00 2.00 2.0 Total Axial P KIPS 2.42 1.04 1.87 1.10 Overtuming Moment K-FT 149.97 118.39 105.92 51.73 Wall or Frame Length FT 22.00 9.50 17.00 20.00 Overburden KSF 0.00 0100 0.00 0.00 ASB KSF 6.67 6.67 6.67 6.67 F'c KSI (3KS1 max) 3.00 3.00 3.00 3.00 FyKS! 60 60 60 60 Load Factor for Concrete 1.55 1.55 1.55 1.55 Av reqd SQIN / FT 0.00 0.00 0.00 0.00 Asreq'd SQIN 1.04 1.04 1 1.04 1.04 As reqd.SQlN per toot, width 0.52 0.52 0.52 0.52 -As req'dSOlN 1.04 1.04 IZ4 , 1.04 .As req'd SQlN per foot, width 0.52 0.52 0.52 0.52 Use GB-i I Use GB-i Use GB-i Use GB -i SB Check OK OK1 OKI OK Vmax Check OK OK.. OK! OK As max Check 01< OK. ..... OK! OK Maxstirrup spacing in IN - 10.0 10.0 10.0 10,0 Length of soil pressure in FT 15.7 9.8 10.4 22,0 Relative rooting cost 440.3671 3481 403 Fig wt KLF 0.83 0.83 0.83 0.83 Total wtl< 22. 181 18 19 e FT 8.75 6.75 6.04 2.69 XFT 5.25: 3.25 1 3.46 8.31 a x 61L 1.89 2.02 1 ,911 0.73 SP max KSF 1.41 1.80 1.69.: 0.76 Spmin KSF 0.00 0.00 0.00 0.12 slope K/F 0.18 , 0.37 0.33 0.06 d FT 1.67 1,67 1 1.67 1.67 Cantilever, ft 1.00 5.25 1.00 1.00 Length to min steel 1.00 5.25 1.00 1.00 Cantilever-d FT -0.67 1.. 3.58 -0.67 .067 V1 4 1! I V2 5 8 41 1 '131< .11 B -2 0 Vu max l< 71 12 71 2 +Mu K-FT 2'. 45 2 -MuK-FT 1 18 1 0 F'c'5 0.05. 0.05 0.05 0.05 As min temp SQIN 1.04 1,04 1 1.04 1.04 As min SQIN ' 1.60 1,60 1.60 1 1.60 Av min SQIN 0.24 0.24 0.24 0.24 VcK 531 531 531 53 Vs mink 241 241 241 24 (Vc + Vs min)0.85 K 651 65 651 65 +As SQIN 0.02 1 0.511 0.02 0.01 -As §6W 0.01 0.201 0.01 0.00 SB max KSF 1.41 1.8 1.69 0.76 SB min* KSF 0.01 0.0 0.1 Vu KIPS 7.4 11.8 6.9 2.1 MureqdFT-K 2; 451, 21 11 -Mu reqdFl.K 1 18 11 Notes c2 1 pPc ('1 4 1. • -i V.' I, cçJ —t : aoo i Tt 0 hi IkI lUM.EE 4 1 C I I !fl il1I1 I p . ' wfi - o n1I 0 III 'II- L t?-tOLS MO me I ,*2121*wo4M.*aT12 012 moor Itt ft L2aul21Mn*1It211lIa94fl812lflLlI12*IP*3zflw21J4 112, tu*owlIao Toot là - Lonfl.&flhwWuU.. O.00ZTCCM.!*0*I ¶1? UGH 103000100 roclulS 51-1€AJL DOP Coot WOOTOO 03021 C 030103 00100q Ira IIJOflEJI*4 WOO ltbC.Ffl IL E 010011010*11031211.1 t* I A 11 • 21 C 21 C 212 o 212 MOO COOC 0*2? 1031 03. -112.1010* WOIWI? - IETAU —110M Pool ?01O*W2U 03 3d t• Itoh. bChl%CS2J * At k203032i __ OItaoCOO* - "'°" *203OAOO I flt LF030010 0010031 VI 101101-000rrco 03110 V10000*UIW ICR (GQI1021*2L 103. 211 FOUNDATION SHEAR WALL HOtDO114 SCHEDIJL —4*- — IL j )K GAT I L al -1 - ofl ii * - ) T7 i, DP12AI 5Ij 4jç 1. cb FOUNDATION PLAN - lt*.LEMIr • lIt •__tft - U - IN 1L A 2• 19 20 19 18 07 SK-1 May 20, 2013 at 3:38 PM larger PLATE TRANSFER AT g.r3d 127 26 125 J31 1438 1437 N36 30 152 1451 NSO 132 162 161 r960 1933 172 1973 70 8 x x x x >< x >< x x x x x x,xx x x x x x 14 32A N35 143 4 133A N28 145 N44 1443 1'J39 153 N54 955 149 1963 64 1965 459 173 N74. 175 IE XXXXXXXXXXXXXXX•XXXXX 1 129 430A 131A 140 1441 i942 11 N46 447 940 19 1456 57 1458 23 166 167 1460 7 xxxx 1132 x x x x 178 x x x x 165 NI 9127 1150 4149k 1148 N80 N159 r9158 14157 19121 N167 3166 x x x x 1131 x x x x 177 xxxx 14168 31 19128 1153 1152 1151 481 3162 3161 4160 14122 170 3169 x x x x 1130 x x x x. 176 x x x x 14171 31 4129 1156 1155 154 1482 1164 185 19163 4123 9173 1172 x.xxx x x x x x x x x 1 193 1992 91 13 19103 '1102 19101 lo 1141 179 N140 18 14150 19149 4148 2 r'4114 1113 N112 6 x x x x x x x x x x x x x.x x x xxx •x 1990 1996 395 1994 N 8 6 N106 N105 14104 N07 1144 14143 13142 1136 14153 14152 4151 4111 9117116 35 '111 11 .xx :xx x x X x x x >< x•>< x x•xxx ,4 1137 r 14895 98 '399 '3100 1137 '1138 9139 17 14145 9146 4147 1 141081410914110 5 : > - - - N51-1Q50-- ->>. x.x.x .x x x x >< x x x x x x x .x x x x x '132A J35 1934 1933A 928 145 W44 N43 '139 153 954 155 949 1963 N64 '165 459 I 973 1974 975 x x x x x'x x x x x >< x x >< x x xxx,x - 929 N30A 31A'7 1940 141 142 11 146 947 148 x 19 156 157 1958 . 23 xxxx 166 967 J58 xxxx . 9132 x x x 178 J1 27 1 150 '1149 1148 1980 1159 11158 19157 x 19121 1167 4166 x.xxx 4165 xx.xx . 1131 x x x rT IT xxxx. FTT 1991 x iT1 x c-TT M60 177 168 x . .1130 x 476 x x x '1129 1 1156 9155 '9154 482 164 485 19163 4123 19173 4172 171 4 xxxx .. .. xxxx, .xxxx 93 492 1991 6 19103 19102 19101 10 19141 1979 19140 18 9150. 4149 119148 22 9114 1113 9112 X x x .x >< x >< x x .x x x x x >< x x x x x ri 1996 195 1494 186 1-4106 19105 1-4104 1997 xx.xxxxxxxxxxxxxxxxxx 19144 1143 19142 19135 19153 19152 '4151 4111 Jç 19117 1116 19115 Loads LC 1, SK-2 May 20, 2013 at 3:38 PM larger PLATE TRANSFER AT g.r3d 1.56k/1 I F.; '969 '4120 1119 J 118 6 1107 3 Company May 20, 2013 Designer 4:21 PM Job Number Checked By:___ Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface?... Iii I None I I I I I 121 I. Joint Boundary Conditions mini I hI I rk/inl V rkrnl 7 rlefinl I Rni Tk.ff!rr41 V P,t 1k.fi/rrI1 7 Prt rkqtJr.41 nntin,, 1 1 Reaction Reaction Reaction 2 2 Reaction Reaction 3 3 Reaction Reaction 4 4 Reaction Reaction 5 5 Reaction 6 6 Reaction 7 7 Reaction 8 9 Reaction 9 10 Reaction 10 11 Reaction _11 17 Reaction 12 .18 Reaction _1 ... 19 Reaction _14_ 21 Reaction 15 22 Reaction _16_ 23 Reaction _17 25 Reaction Reaction 18 26 Reaction Reaction 19 27 Reaction Reaction 20 28 Reaction Reaction - Joint Coordinates and Temperatures Ih.f I rftl V ITh 7 liii Thn,nrfl pr,,,, fii.n liii 1 0• 0 2 2 0 0.458333 0 0 .3 0 1.541667 0 0 4 0 2 0 0 5 5 0.604167 0 0. 0 6 6 0.604167 0.458333 0 .0 7 0.604167 1.541667 0 0 8 9 1.520833 0 0 0 10 1.520833 0.458333 0 0 10 11 1.520833 1.541667 0 0 .ii. 17 2.354167 0 0 0 12 18 2.354167 0.458333 0 0 ii 19 2.354167 1.541667 0 0 14.... 21 3.270833 0 0 0 15 22 3.270833 0.458333 0 0 16 23 3.270833 1.541667 0 0 iL 25 3.875 0 0 0 J. 26 3.875 0.458333 0 0 19 27 3.875 1.541667 0 28 0 20 3.875 2 0 0 .21. N30 1.520833 2 0 0 22 N31 0.604167 2 0 0 .21 N32 2.354167 2 0 0 24 N33 3.270833 2 0 0 25 N25 0.453125 2 0 0 26 N26 0.302084 2 0 1 0 27. N27 0.151042 2 0 1 0 RISA-30 Version 11.0.0 [M:\ ... \ ... \ ... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Fage 2 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: Joint Coordinates and Temperatures (Continued) I hI )( rftl V rftl 7 rftl Thmn [fl. flfh Frnrn flir 28 N28 0.604167 1.770833 0 0 29 N29 0.151042 _1.541667 0 0 30 N30A 0.302084 _1.541667 0 0 31 N3IA 0.453125 _1.541667 0 N32A 0 32 0. _1.770833 0 N33A 0 33 0.453125 _1.770833 0 0 34 N34 0.302084 1.770833 0 0 35 N35 0.151042 1.770833 0 0 36 N36 1.291667 2 0 0 37 N37 1.0625 2 0 0 38 N38 0.833334 2 0 0 39 N39 1.520833 1.770833 0 0 40 N40 0.833334 1.541667 0 0 41 N41 1.0625 1.541667 0 0 .42.. N42 1.291667 1.541667 0 0 43 N43 1.291667 1.770833 0 N44 0 44 1.0625 _1.770833 0 0 45 N45 0.833334 1.770833 0 0 46 N46 1.729167 1.541667 0 0 47 N47 1.9375 1.541667 0 0 48 N48 2.145833 1.541667 0 0 49 N49 2.354167 1.770833 0 0 50 N50 2.145833 2 0 N51 0 51 1.9375 2 0 N52 0 52 1.729167 2 0 0 53 N53 1.729167 1.770833 0 0 54 N54 1.9375 1.770833 0 0 55 N55 2.145833 1.770833 0 0 56 N56 2.583333 1.541667 0 0 N57 2.8125 1.541667 0 0 58 N58 3.041667 1.541667 0 0 59 N59 • 3.270833 1.770833 0 0 60 N60. 3.041667 2 0 0 61 N61 2.8125 2 0 0 62 N62 2.583333 2 0 0 63 N63 2.583333 1.770833 0 N64 0 64 2.8125 1.770833 0 0 65 N65 3.041667 1.770833 0 0 66 N66 3.421875 1.541667 0 0 67 N67 3.572917 1.541667 0 0 68 N68 3.723958 1.541667 0 N69 0 69 3.875 1.770833 0 0 70 N70 3.723958 2 0 0 iLL N71 3.572917 2 0 0 72 N72 3.421875 2 0 0 73 N73 3.421875 1.770833 0 0 74 N74 • 3.572917 1.770833 0 0 75 N75 3.723958 1.770833 0 0 76 N76 2.354167 0.729167 0 0 77 N77 2.354167 1 0 0 ii.. N78 2.354167 1.270833 0 0 79 N79 1.9375 0.458333 0 0 80 N80 1.520833 1.270833 0 0 81 N81 1.520833 1 0 0 82 N82 1.520833 0.729167 0 0 83 N85 1.93378 0.729167 0 0 84 N86 0.604167 0.229167 0 0 RISA-30 Version 11.0.0 [M:\...\...\. ..\CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 26 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Joint Coordinates and Temperatures (Continued) Y lftl Y rftl 7 rftl Thmn Ifl ftrh Irrm ninn 85 N87 0.151042 0 0 86 N88 0.302084 0 0 0 87 N89 0.453125 0 0 0 88 N90 0. 0.229167 0 0 89 N91 0.453125 0.458333 0 0 90 N92 0.302084 0.458333 0 0 91 N93 0.151042 0.458333 0 0 92 N94 0.453125 0.229167 0 0 93 N95 0.302084 0.229167 0 0 94 N96 0.151042 0.229167 0 0 95 N97 1.520833 0.229167 0 N98 0 96 0.833334 0 0 0 97 N99 1.0625 0 0 0 98 NIOO 1.291667 0 0 0 99 N101 1.291667 0.458333 0 N102 0 .100 1.0625 0.458333 0 0 101 N103 0.833334 0.458333 0 0 102 N104 1.291667 0.229167 0 0 103 N105 1.0625 0.229167 0 0 .104 N106 0.833334 0.229167 0 N107 0 .105 3.875 0.229167 0 0 .106 N108 3.421875 0 0 0 17 N109 3.572917 0 0 0 108 N1I0 3.723958 0 0 0 109 N111 3.270833 0.229167 '0 0 110 N112 3.723958 0.458333 0 0 111 N113 3.572917 0.458333 0 0 112 N114 3.421875 0.458333 0 0 113 N115 3.723958 0.229167 0 0 114 N116 3.572917 0.229167 0 0 .115 N117 3.421875 0.229167 0 0 116 N118 3.875 0.729167 0 0 117 N119 3.875 1 0 0 118 N120 3.875 1.270833 0 0 119 N121 3.270833 1.270833 0 N122 0 .120 3.270833 1 0 0 121 N123 3.270833 0.729167 0 0. 122 N127 ' 0. 1.270833 0 N128 0 .123 0. 1 0 0 1 124 N129 0. 0.729167 0 0 125 N130 0.604167 0.729167 0 0 126 N131 0.604167 1 0 0 127 N132 0.604167 1.270833 0 0 128 N136 2.354167 0.229167 0 0 129 N137 1.729167 0 0 0 130 N138 1.9375 0 0 0 131 N139 2.145833 0 '0 0 12 N140 2.145833 0.458333 0 0 133 N141 1.729167 0.458333 0 0 14 N142 2.145833 0.229167 0 0 N143 1.9375 0.229167 0 0 136 N144 1.729167 0.229167 0 0 137 N145 2.583333 0 0 0 1381 N146 2.8125 0 0 0 .1391 N147 3.041667 0 0 0 140.. N148 3.041667 0.458333 0 0 1 141 1 N149 2.8125 0.458333 0 0 RISA-3D Version 11.0.0 [M:\.. .\. .\... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 27 6 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: Joint Coordinates and Temperatures (Continued) Label X ifti V Fft1 Z Ifti Temo FF1 Detach From Diao.. 14.. N150 2.583333 0.458333 143 N151 3.041667 0.229167 0 0 1.44 N152 2.8125 0.229167 0 0 145 N153 2.583333 0.229167 0 0 14 N148A 0.453125 1270833 0 0 147 N149A 0.302084 1.270833 0 0 148 N150A 0.151042 1.270833 0 0 -1491 N15IA 0.453125 1 0 0 1501 N152A 0.302084 1 0 0 151 N153A 0.151042 1 0 0 152. N154 0.453125 0.729167 0 0 153 N155 0.302084 0.729167 0 0 154 N156 0.151042 0.729167 0 0 155 N157 2.145833 1.270833 0 0 156 N158 1.9375 1.270833 0 0 157 N159 1.729167 1.270833 0 0 158 N160 2.145833 1 0 0 159 N161 1.9375 1 0 0 160 N162 1.729167 1 0 0 161 N163 2.145833 0.729167 0 0 162 N164 1.729167 0.729167 0 0 163 N165 3.723958 1.270833 0 0 164 N166 3.572917 1.270833 0 0 165 N167 3.421875 1.270833 0 0 166 N168 3.723958 1 0 0 167 N169 3.572917 1 0 0 168 N170 3.421875 1 0 0 169 N171 3.723958 0.729167 0 0 170 N172 3.572917 0.729167 0 0 171 N173 3.421875 0.729167 0 0 Joint Deflections LC Joint Label X Fini V Fini Z [ml X Rotation Fradi V Rotation Fradl Z Rotation Fradi 1 1 1 1 0 0 - 0 - -2.13e-4 2 1 2 .001 0 0 0 0 -3.256e-4 _i_ _j_ 3 .007 0 0 0 0 -3.257e-4 4 1 4 .008 0 0 0 0 -2.13e-4 5 1 5 0 -.001 0 0 0 -2.282e-6 61 6: 0 -.001 0 0 0 0 i._ _t.. 7 .007 -.001 0 0 0 0 8 1 9 0 0 0 0 1 0 2.725e-5 10 0 0 0 0 1 0 0 JQ_j... 11 .007 0 0 0 1 0 0 11 1 17 0 0 0 0 0 2.728e-5 12 1 18 0 0 0 0 0 1 0 13 1 19 .007 0 0 0 0 0 14 1 21 0 .001 0 0 0 -2.288e-6 15 1 22 0 .001 0 0 0 0 16 1 23 .007 .001 0 0 0 0 171 25 0 0 0 0 0 -2.13e-4 18 j. 26 .001 0 0 0 0 -3.257e-4 19 1 27 .007 0 0 0 0 -3.256e-4 ..20 ..1... 28 .008 0 0 0 0 -2.13e-4 21 ...j... N30 .008 0 0 0 0 2.726e-5 22 1 N31 .008 -.001 0 0 0 2.29e-6 23 ...j.. N32 .008 0 0 0 0 2.726e-5 RISA-3D Version 11.0.0 [M:\ ... \...\... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 28 Company : May 20, 2013 Designer 4:21 PM Job Number : Checked By: Joint Deflections (Continued) I mint I ahPl X nfl V lini 7 Fini Y Rntitirn fridl Y Rnttirn Frdl 7 Rntitinn Fr11 K1. 5151; S S S S S S s .IsI; s s s 1 --SrS1; S s • • • s • • • • • • • ,IsI: s • • IU -sisi:Tj • a • a .IsI; a a a a a Ic!. alal; a a • • • • • s1a1; a • • • 51.1 a • • • I.. -•• • • • • a • • • • • • • S S S S a • • • • • • • .isi; s a a Mm • • • • • • • • • aIa1; a a a a a • a a a mm JI 51* a S S S S S S S a a a S S F4. SISI. -S S S S 5 • • • mm - a a a a iu •• • • • • ui_u -aa1 iTi • • • a151; a S a S alal; a a a a • • tiu • • • iu _aIa1_ S I S S a lam a a a a a a a a 1_R a a a a S a S aMINIM! ui_u 5151: a a - a a VLa sIsJ: a a wziuu aIaI; a a a a alal a a a a ;I:IaI; a a a 1U -alai: a a a a a a • S S S 0 _•__•__• wii_u i.i•i• • a • a • • • • a a a S RISA-3D Version 11 0.0 [M:\.. .\...\...\CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 29 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: S Joint Deflections (Continued) Ir,inf I nhPI Y rini V rini 7 rini Y Rnthfinn Irid1 V Rnftinn rr11 7 Rntatinn rrr11 11 ..i N81 .004 .002 0 - 0 - 0 - 82 _1 N82 .002 .002 0 0 0 0 ... _1_. N85 .002 0 0 0 0 0 84 _1... N86 0 -.001 0 0 0 0 85 _1_ N87 0 0 0 0 0 -1.778e-4 86 1 N88 0 0 0 0 0 -1.297e-4 87 1 - N89 0 0 0 0 0 -6.908e-5 88 _1_ N90 0 0 0 0 0 -2.631e-4 .. j_ N91 .001 -.001 0 0 0 0 90 _1_ N92 .001 0 0 0 0 0 91 1 N93 .001 0 0 0 0 0 921 N94 0 -.001 0 0 0 0 931 N95 0 0 0 0 0 0 94 1 N96 0 0 0 0 0 0 951 N97 0 0 0 0 0 0 96 1 N98 0 0 0 0 0 8.427e-5 97 1 N99 0 0 0 0 0 1.229e-4 98 1 N100 0 0 0 0 0 9.766e-5 991 N101 0 0 0 0 0 0 1001 N102 0 0 0 0 0 0 101 N103 0 0 0 0 0 0 1021 N104 0 0 0 0 0 0 1031 N105 0 0 0 0 0 0 1041 N106 0 0 0 0 0 0 105 1 N107 0 0 0 0 0 -2.631e-4 106 .1 N108 0 0 0 0 0 -6.911e-5 107 1 N109 0 0 0 0 0 -1.297e-4 108 1 N110 0 0 0 0 0 -1.778e-4 1091 Nil 0 .001 0 0 0 0 110 1 N112 .001 0 0 0 0 0 ill 1 N113 .001 0 0 0 0 0 112 1 N114 .001 .001 0 0 0 0 113 1 N115 0 0 0 0 0 0 1141 N116 0 0 0 0 0 0 1151 N117 0 .001 0 0 0 0 116 1 N118 .003 0 0 0 0 -3.965e-4 117 1 N119 .004 0 0 0 0 -4.264e-4 118 1 N120 .006 0 0 0 0 -3.964e-4 119 L. N121 .006 .002 0 0 0 0 120 1 N122 .004 .002 0 0 1 0 0 121 _1_ N123 .003 .002 0 0 0 0 122 _1_ N127 .006 0 0 0 0 -3.965e-4 123 _1_ N128 .004 0 0 0 0 -4.264e-4 124 _1 N129 .003 0 0 0 0 -3.964e-4 125 .1.... N130 .003 -.002 0 0 0 0 12 _1_ N131 .004 -.002 0 0 0 0 121 ....1_ N132 .006 -.002 0 0 0 0 .128 _1_ N136 0 0 0 0 0 0 129 _1_ N137 0 0 0 0 0 -3.756e-5 130 _1_ N138 0 0 0 0 0 -6.432e-5 .11 1_ N139 0 0 0 0 0 -3.754e-5 132 1 N140 0 0 0 0 0 0 133 1 N141 0 0 0 0 0 0 134 1 N142 0 0 0 0 0 0 135 1 N143 0 0 0 0 0 0 136 1 N144 1 0 0 0 0 0 0 137 _1_ N145 1 0 0 0 0 0 9.768e-5 RISA-3D Version 11.0.0 [M:\ ... \ ... \ ... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 30 9 Company : S May 20,2013 Designer : 4:21 PM Job Number : Checked By: Joint Deflections (Continued) LC Joint Label X Fini Y Fini Z fbi X Rotation Fradi V Rotation Fradi Z Rotation fradi a a a tEllER a a a a a a II1a a a a • • a EEEIER a a a a a • a a IEEU _____ .IaI;l a a a a sisi a a a a a tEllER ii..iai. alal; a a a a a tEllER • • a E1RU • a a • • • a a a a NIEU a a a s a I[4. alalc a a a a a IE. axal; a a a a alal; a a a a a t1AEU alal; a a a a a • • ff.1 a a S I a a a a EllR II* a a a a a IIIER .IaI; a a a a a I1IER a1s1 a a a a a a a a a a a a a a a It1R_IVLa a__a__a__a IF1IER a a a a a tThlfl yc a a a a Joint Reactions (By Combination) LC Joint Label X Fk1 V Fk1 Z Fk1 MX Fk-fti MY Fk-ftl MZ 1k-fl ERER aaii a a a a a a a a a a a a a a ERER a aI a a a a a a a a a a VUR a a a -a a a a a a a a a a a a a a a ERER Ia a a a a a a IIIER a a a a a a ERER a a a a a a EER a a a a a a IIfl a a a a a a U!IER a a a a a a EER a a a a a a ER a a s a a a 1ER a a a a RISA-3D Version 11 .0.0 [M:\ ... \ ... \ ... \CALCS\larger PLATE TRANSFER AT g.r3d] Page 31 10 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Joint Reactions (By Combination) (Continued) I Irint I nhal Y rkl V rtri 7 rkl MY lk_ftl MV Fk_ffl M7 rk_ffl i l_u S S_ S S S Hot Rolled Steel Properties I ,kI rl,&1 ( rI,1 N, Th.-Al fln&t,,rI,!f+ v&,IrI,i P,, 1 A36 Gr.36 29000 11154 .3 .65 .49 36 - 1.5 58 1.2 2 A572Gr50 29000 11154 .3 .65 .49 50 1.1 58 1.2 _.3. A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500Gr.42 29000 11154 .3 .65 49 42 1.3 58 1.1 _. A500Gr.46 29000 11154 .3 .65 49 46 12 58 1.1 - P!ae Primary Data I kI A I,,ir.f Q I,,,r,+ r' I,,in+ r' I.,in+ RA-I,i.I _..L P14 N28 N33A N25 N31 . gen Steel .125 2 P15 7 N31A N33A N28 gen Steel .125 P16 N33A N34 N26 N25 gen Steel .125 4 P17 N31A ' N30A N34 N33A gen Steel .125 5 P18 N34 N35 N27 N26 gen Steel .125 P19 N30A N29 N35 N34 gen _Steel .125 P20 N35 N32A 4 N27 gen Steel .125 P21 N29 3 N32A N35 gen Steel .125 _9_ P2IA N39 N43 N36 N30 gen Steel .125 _10 P22 11 N42 N43 N39 gen Steel .125 _11. P23 N43 N44 N37 N36 gen _Steel .125 12 P24 N42 N41 N44 N43 gen Steel .125 _1 . P25 N44 N45 N38 N37 gen Steel .125 _14. P26 N41 N40 N45 N44 gen Steel .125 15 P27 N45 N28 N31 N38 gen Steel .125 16 P28 N40 7 N28 N45 gen Steel .125 ii.. P28A 11 N46 N53 N39 gen Steel .125 18 P29 N39 N53 N52 N30 gen Steel .125 19 P30 N46 N47 NM N53 gen Steel .125 20 P31 N53 N54 N51 N52 gen Steel .125 21 P32 N47 N48 N55 N54 gen Steel .125 22 P33 N54 N55 N50 N51 gen Steel .125 .21 P34 N48 19 N49 N55 gen Steel .125 .24 P35 N55 N49 N32 N50 gen Steel .125 25 P35A 19 N56 N63 N49 gen Steel .125 26 P36 N49 N63 N62 N32 gen Steel .125 27 P37 N56 N57 NM N63 gen _Steel .125 28 P38 N63 N64 N61 N62 gen Steel .125 29 P39 N57 N58 N65 N64 gen Steel .125 30 P40 N64 N65 N60 N61 gen Steel '.125 31 P41 N58 23 N59 N65 gen Steel .125 2.. P42 N65 N59 N33 N60 gen _Steel .125 33 P42A 23 N66 N73 N59 gen Steel .125 34 P43 N59 N73 N72 N33 gen Steel .125 35 P44 N66 N67 N74 N73 gen Steel .125 36 P45 N73 N74 N71 N72 gen Steel .125 P46 N67 N68 N75 N74 gen _Steel .125 38 P47 N74 N75 N70 N71 pen Steel .125 39 P48 N68 27 N69 N75 gen Steel .125 ..40. P49 N75 N69 28 N70 gen _Steel ' .125 41 P56A N89 N94 N86 5 ___gen Steel .125 RlSA-31D Version 11.0.0 [M:\...\. .. ... \CALCS\larger PLATE TRANSFER AT g.r3c1] Hage 32 Company Designer Job Number 11 May 20, 2013 4:21 PM Checked By: Plate Primary Data (Continued) I zhal A Irint P Anint C. Arint I' mint MitriiI Thiknperini 42 P57 N88 N95 N94 N89 gen Steel .125 - 43 P58 N87 N96 N95 N88 gen Steel .125 44 P59 1 N90 N96 N87 gen Steel .125 45 P60 N94 N91 6 N86 gen Steel .125 46 P61 N95 N92 N91 N94 gen Steel .125 47 P62 N96 N93 N92 N95 gen Steel .125 48 P63 N90 2 N93 N96 gen Steel .125 49 P63A N100 N104 N97 9 gen Steel .125 50 P64 N99 N105 N104 N100 gen Steel .125 51 1 P65 N98 N106 N105 N99 gen Steel .125 52 P66 5 N86 N106 N98 gen-Steel .125 53 P67 N104 N101 10 N97 gen Steel .125 54 P68 N105 N102 N101 N104 gen Steel .125 55 P69 . N106 N103 N102 N105 gen Steel .125 56 P70 N86 6 N103 N106 gen Steel .125 57 P70A N110 N115 N107 25 gen Steel .125 58 P71 N109 N11 N11_.._ N110 gen _Steel .125 59 P72 N108 N117 N116 N109 gen Steel .125 60 P73 21 N111 N117 N108 gen Steel .125 61 P74 Nhi N11 26 N107 gen Steel .125 62 P75 N116 N113 N112 N115 gen Steel .125 63 P76 N117 N114 N113 N116 gen Steel .125 64 P77 N11t......_. 22 N114 N117 gen Steel .125 65 P91 N139 N142 N136 17 gen Steel .125 66 P92 N138 N143 N142 N139 gen Steel .125 67 P93 N137 N144 N143 N138 gen Steel .125 68 P94 9 N97 N144 N137 gen Steel .125 69 P95 N142 N140 18 N136 gen Steel .125 70 P96 N143 N79 N140 N142 gen Steel .125 71 P97 N144 N141 N79 N143 pen Steel .125 72 P98 N97 10 N141 N144 gen Steel .125 73 P98A N147 N151 N111 21 gen _Steel .125 74 P99 N146 N152 N151 N147 gen Steel .125 i. P100 N145 N153 N152 N146 gen _Steel .125 76 P101 17 N136 N153 N145 gen Steel .125 77 P102 N151 N148 22 N111 gen Steel .125 78 P103 N152 N149 N148 N151 pen Steel .125 79 P104 N153 N150 N 14 N152 gen Steel .125 80 P105 N136 18 N150 N153 gen Steel .125 81 P90 7 N31A N148A N132 gen Steel .125 82 1 P91 N31A N30A N149A N148A gen Steel .125 83 P92B N30A N29 NI50A N149A gen _Steel .125 84 P93A N29 3 N127 N150A gen Steel .125 85 P94A N132 N148A N151A N131 gen Steel .125 86 P95A N148A N149A N152A N151A gen_Steel .125 87 P96A N149A N150A N153A N152A gen Steel .125 88 P97A N150A N127 N128 N153A pen Steel .125 89 P98B N131 N151A N154 N130 gen _Steel .125 90 P99A N15IA N152A N155 N154 gen Steel .125 91 P100A N152A N153A N156 N155 gen Steel .125 92 P101A N153A N128 N129 N156 gen Steel .125 93 P1 02A N130 N154 N91 6 gen _Steel .125 94 P103A N154 N155 N92 N91 gen Steel .125 95 PI04A N155 N156 N93 N92 gen-Steel .125 96 P105A N156 N129 2 N93 gen Steel .125 97 P99B 19 N48 N157 N78 gen Steel .125 98 P100B N48 N47 N158 N157 gen Steel .125 RlSA-31D Version 11.0.0 [M:\ ... \ ... \ ... \CALCS\larger PLATE TRANSFER AT g.r3d] Page 33 12 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By:. Plate Primary Data (Continued) Label A Joint B Joint C Joint B Joint Material Thicknessrini 99 P10IB N47 N46 N159 N158 qen_Steel .125 - 100 P102B N46 11 N80 N159 pen _Steel .125 101. P103B N78 N157 N160 N77 gen_Steel .125 -102 P104B N157 N158 N161 N160 gen_Steel .125 103 P1O5C N158 N159 N162 N161 gen_Steel .125 1.04 P106 N159 N80 N81 N162 gen_Steel .125 105 P107 N77 N160 N163 N76 cien Steel .125 106 P108 N160 N161 N85 N163 gen_Steel .125 107 P109 N161 N162 N164 N85 pen _Steel 125 108 Pilo N162 N81 N82 N164 gen Steel .125 109 Pill N76 N163 N140 18 gen Steel .125 110 P1 12 N163 N85 N79 N140 pen _Steel .125 111 P1 13 N85 N164 N141 N79 pen _Steel .125 ..112 P114 N164 N82 10 N141 pen _Steel .125 113 P1 14A 27 N68 N165 N120 pen _Steel .125 114 P115 N68 N67 N166 N165 pen _Steel .125 .115 P116 N67 N66 N167 N166 gen_Steel .125 116 P117 N66 23 N121 N167 pen Steel .125 111 P118 N120 N165 N168 N119 pen Steel .125 ..118 P119 N165 N166 N169 N168 pen _Steel .125 119 P120 N166 N167 N170 N169 pen _Steel .125 1.2 P121 N167 N121 N122 N170 gen_Steel .125 121 P122 : N119 N168 N171 N118 pen _Steel .125 122 P123 N168 N169 N172 N171 pen _Steel .125 123 P124 N169 N170 N173 N172 gen_Steel .125 1241 P125 N170 N122 N123 N173 pen _Steel .125 125 P126 N118 N171 N112 26 gen_Steel .125 12 P127 N171 N172 N113 N112 gen_Steel .125 127 P128 N172 N173 N114 N113 pen Steel .125 128 P129 N173 N123 22 N114 nen Steel .125 - Plate Advanced Data Label A Release B Release C Release B Release Inactive Plane Stress 1 P14 2 P15 3 P16 4 P17 5 P18 6 P19 7 P20 8 P21 9 P21A 10 P22 11 P23 12 P24 13 P25 14 P26 15 P27 16 P28 _iZ P28A 18 P29 19 P30 20 P31 21 P32 22 P33 23 P34 RlSA-31D Version 11.0.0 [M:\.. .\. ..\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 34 13 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: Plate Advanced Data (Continued) I nhP.I A ReIece R RIese ( Rets fl ReIc Inrtiv PIin Str 24 P35 25 P35A 26 P36 27 P37 28 P38 29 P39 30 P40 31 P41 32 P42 33 1 P42A 34 P43 35 P44 36 P45 37 P46 38 P47 39 P48 40 P49 41_ P56A 42 P57 43 P58 44 P59 45 P60 46 P61 47 P62 48 P63 49 P63A 50 P64 51 P65 52 P66 53 P67 54 P68 55 P69 56 P70 57 P70A 58 P71 59 P72 60 P73 61 P74 62 P75 63 P76 64 P77 65 P9IA 66 P92 67 P93 68 P94 69 P95 70 P96 71 P97 72 P98 73 P98A 74 P99 _Th_ P100 76 P101 JL P102 78 P103 _79 1 P104 80 1 P105 RISA-3D Version 11 0.0 [M:\ ... \ ... \ ... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 35 14 Company : May 20, 2013 Designer 4:21 PM Job Number : Checked By: Plate Advanced Data (Continued) I haI ft Pala,ea P Polcoec fl Pnla,ea fl Pnla,ea In,rti,a DIna C+racc 81 P90 82 P91 83 P926 84 P93A 85 P94A 86 P95A 87 P96A 88 P97A 89 P98B go P99A 91 P100A _92 P101A 93 PI02A 94 P103A 95 P104A 96 P105A P99B 98 P100B 99 P10IB 100 PI02B 101 P1O3B 102 P1O4B 103 P1O5C 104 P106 105 P107 106 P108 107 P109 Pilo108 109 P111 .110_ P112 ill P113 112_ P114 113 PI 14A .114 P115 115 P116 116 P117 117 P118 118_ P119 119 P120 12 P121 121 P122 122 P123 12. P124 124 P125 .125 P126 1 126 P127 1127, P128 1281 P129 1 Plate Forces I r' DI., .I-I ('I.,,I, IIA,dl,_fll PAs,tL._f+1 IA,rk_fH cwO C.rLl v,rI,i 1 1 P14 10 0 0 0 _0 -.341 1.707 1.081 2 1 P15 I 0 0 0 0 0 3.474 3.619 1.066 ..i... 1 P16 I 0 0 0 0 0 -.112 .85 .226 4 1 P17 0 0 0 0 0 2.63 1.354 .589 1 P18 0 0 0 0 0 .009 .135 -.003 RISA-3D Version 11.0.0 [M:\ ... \...\... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 36 15 Company : May 20 2013 Designer 4:21 PM Job Number : Checked By: Plate Forces (Continued) I C Platp I nhel Ok1 Oviki Mxrk-ffl Mvrk-fil Mv1k-ft1 Fxrkl FvFk1 FvFk1 61 P19 1.678 1 -.004 .655 ...L... 1.. P20 0 0 0 0 0 -.098 -.139 -.101 ..... _1 P21 0 0 0 0 0 .868 -.082 1.049 9 _1 P21A 0 0 0 0 0 .377 -1.875 2.735 1. _1 P22 0 0 0 0 0 -4.676 -3.482 3.53 11 _1 P23 0 0 0 0 0 -.28 -.674 3.691 1. 1 P24 0 0 0 0 0 -1.116 .051 1.816 i.. _1 P25 . 0 0 0 ' 0 0 .279 .651 3.663 1..4... _1 P26 0 0 0 0 0 1.893 -.015 1.839 15 _1 P27 0 0 0 0 0 -.337 1.557 2.772 1.. _1 P28 0 0 0 0 0 5.406 3.004 3.385 17 _1 - P28A 0 0 0 0 0 -2.554 -4.208 -.659 18 1 P29 0 0 0 0 0 .37 -2.102 -.5 19_ j P30 0' 0 0 0 0 -.958 -1.209 -.079 20 _1 P31 0 0 0 0 0 .082 -.806 .747 .21. i P32 0 0 0 0 0 .958 1.209 -.079 22.. _1 P33 0 0 0 0 0 -.082 806 .747 23 1 P34 0 0 0 0 0 2.554 4.208 ' -.659 24 1 P35 0 0 0 0 0 -.37 2.102' 25 ..L P35A 0 0 0 0 0 4.676 3.482 -353 26 .1. P36 0 0 0 0 0 -.378 1.875 -2.735 27 i P37 0 0 0 0 0 1.116 -.051 -1.816 .28 ....t. P38 0 0 0 0 0 .28 .675 -3.69 29 _1 P39 0 0 0 0 0 . -1.893 .015 -1.839 Q _1 P40 0 0 0 0 0 -.279 -.651 -3.663 31 _1 - P41 0 0 0 0 0 -5.405 -3.004 -3.384 32 _1 P42 0 0 0 0 0 .337 -1.558 -2.772 .33 _1 P42A 0 0 0 0 0 -3.474. -3.619 -1.066 34 1 P43 0 0 0 0 0 .341 -1.707 -1.081 35 _1 P44 0 0 0 0 0 -2.63 -1.354 -.589 36 _1 P45 0 0 0 0 0 .111 -.851 -.226 37 _1 P46 0 0 0 0 0 -1.679 .004 -.654 38 _1 P47 0 0 0 0 0 -.01 -.135 .002 39 _1 P48 0 0 0 0 0 -.87 .082 -1.049 40 1 P49 0 0 0 0 0 .098 .139 .101 41 _1 P56A 0 0 0 0 0 -1.707 .341 -1.081 42 _1 P57 0 0 0 0 0 -.851 All -.226 43 _1 P58 0 0 0 0 0 -.135 -.01 .002 .44.. _1 P59 0 0 0 0 0 .139 .098 .1 45 _1 P60 0 0 0 0 0 -3.619 -3.474 -1.066 46 _1 P61 0 0 0 0 . 0 -1.354 -2.63 -.589 AL - - P62 0 0 0 0 0 .004 -1.679 -.654 48 _1 P63 0 0 0 0 0 .082 1 -.87 -1.049 49 _1 P63A 0 0 0 0 0 1.875 -.377 -2.735 50 1 - P64 0 0 0 0 0 .675 .28 -3.69 51 _1 P65 0 0 0 0 0 -.651 -.279 -3.663 52 _1 P66 0 0 0 0 0 -1.558 .337 -2.772 ....53 _1 P67 0 0 0 0 0 3.481 4.676 -3.53 54 1 P68 0 0 0 0 0 -.051 1.116 -1.816 55 _1 P69 0 0 0 0 0 .015 -1.893 -1.839 56 _1 - P70 0 0 0 0 0 ' -3.004 -5.405 -3.384 57 _1_ P70A 0 0 0 0 0 -.139 -.098 .101 58 _1_ P71 0 0 0 0 0 .135 .009 .003 59 _1 P72 0 0 0 0 0 .85 -.112 -.226 60 _1_ P73 0 ' 0 0 0 0 1.707' -.341 -1.081 61 _1 - P74 0 0 0 0 0 -.082 .868 -1.049 62 _1_ P75 ' 0 0 0 0 - 0 -.004 .1.678 -.654 RtSA-3D Version 11.0.0 [M:\ ... \...\ ... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 37 16 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Plate Forces (Continued) I r. Plate I abel OwFk1 (vrk1 Mylk-ftl MvFk-fil MxvFk.ftl PFk1 Fvfki Fvvrkl 63 1 P76 0 1 1.354 2.63 -.589 64 _1 P77 0 0 0 0 0 3.619 3.474 -1.066 65 _1 P91A 0 0 0 0 0 -2.102 .369 -.5 .... _1. P92 0 0 0 0 0 -.806 .082 .746 67 _1 P93 0 0 0 0 0 .806 -.082 .747 .. _1 P94 0 0 0 0 0 2.102 -37 -.5 69 _1 P95 0 0 0 0 0 -4.207 -2.553 -.658 .10 _1 P96 0 0 0 0 0 -1.209 -.96 -.08 71 _1 - . P97 0 0 0 0 0 1.208 .955 -.079 72 _1 P98 0 0 0 0 0 4.209 2.555 -.661 is... _i - P98A 0 0 0 0 0 1.557 -.337 -2.772 74 _1 - P99 0 0 0 0 0 .651 .279 -3.663 .j.. j P100 0 0 0 0 - 0 -.674 -.28 -3.691 .1.. _1 P101 0 0 0 0 0 -1.875 .378 -2.734 JL _1 P102 0 0 0 0 0 3.004 5.406 -3.385 78 l P103 0 0 0 0 0 -.015 1.893 -1.839 .19.. _1 P104 0 0 0 0 0 .051 -1.115 -1.816 80 _1 P105 0 0 0 0 0 -3.483 -4.676 -3.53 81 _1 P90 0 0 0 0 0 3.208 6.168 -3.13 ..82 _1. P91 0 0 0 0 0 2.469 1.743 -2.752 ...... _1 - P92B 0 0 0 0 0 1.63 .078 -2.448 ...4.. _1... P93A 0 0 0 0 0 .755 -1.68 -2.451 85 j P94A 0 0 0 0 0 -.367 1.59 - -.873 86 _1 P95A 0 0 0 0 0 .575 1.194 -2.753 ....L _1 P96A 0 0 0 0 0 .489 .084 -3.318 ..... _1 - P97A 0 0 0 0 0 .35 -.629 -2.982 89 _1 - P98B 0 0 0 0 0 .367 -1.592 -.873 90 j P99A 0 0 0 0 0 -.575 -1.196 -2.752 91 _1 P100A 0 0 0 0 0 -.488 -.085 -3.318 ...92... _1 P101A 0 0 0 0 0. -.348 .63 -2.982 ...9.. _1. P102A 0 0 0 0 0 -3.208 -6.169 -3.129 .94... _1 PI03A 0 0 0 0 0 -2.468 -1.744 -2.751 95 _1 P104A 0 0 0 0 0 -1.63 -.078 -2.447 9. _1 P105A 0 0 0 0 0 -.756 1.68 -2.45 ..97 _1 P99B 0 0 0 0 0 2.693 6.849 -3.309 98 '_I P100B 0 0 0 0 0 .98 1.182 -3.038 99 _1 PIOIB 0 0 0 0 0 -.981 -1.182 -3.038 100 _1 P102B 0 0 0 0 0 -2.694 -6.849 -3.309 1.1 _1 P103B 0 0 0 0 0 -.211 2.17 -1.943 102 _1 P104B 0 0 0 0 0 .303 .907 -4.405 103 1 P105C 0 0 0 0 0 -.307 -.907 -4.405 1.4 1.. P106 0 0 0 0 0 .212 -2.171 -1.941 105 1 P107 0 0 0 0 0 .211 -2.171 -1.94 106 1 P108 0 0 0 0 0 -.3 -.898 -4.406 107 .1. P109 0 0 0 0 0 .31 .916 -4.404 108 1 Pilo 0 0 0 0 0 -.212 2.17 -1.944 109 _1 P111 0 0 0 0 0 -2.694 -6.85 -3.311 110 _1 P112 0 0 0 0 0 -.972 -1.172 -3.037 ill _1 P113 0 0 0 0 0 .989 1.193 -3.038 112 _1 P114 0 0 0 0 0 2.694 6.849 -3.307 11 _1 P114A 0 0 0 0 0 -.756 1.68 -2.45 114 j P115 0 0 0 0 0 -1.63 -.078 -2.447 115 1 P116 0 0 0 0 0 -2.468 -1.744 -2.751 1j. _1 P117 0 0 0 0 0 -3.208 -6.169 -3.129 1_ - P118 0 0 0 0 0 -.348 .63 -2.982 F117 1i. _1 P119 0 0 0 0 0 -.488 -.085 -3.318 119 _1 P120 0 70:=O 0 0 -.575 1 -1.196 -2.752 RISA-3D Version 11.0.0 [M:\...\. ..\...\CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 38 17 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Plate Forces (Continued) I C. Pinto I nhol rvrk1 rhfld Mvfkft1 Mvrk.ffl MyvFk_ftl Py 1k1 I,rk1 ry,rk1 1201 P121 0 .367 -1.592 -.873 121 1 P122 0 0 0 0 0 .35 -.629 -2.982 - 122 .1_. P123 0 0 0 0 0 .489 .084 -3.318 .123 ...1 P124 0 0 0 0 0 .575 1.194 -2.753 .124 .1. P125 0 0 0 0 0 -.367 1.59 -.873 125 1 P126 0 0 0 0 0 .755 1 -1.68 1 -2.451 126 1 P127 0 0 0 0 0 1.63 .078 -2.448 .1271 ...1. P128 0 0 0 0 0 2.469 1.743 -2.752 128 1 P129 0 0 0 0 0 3.208 6.168 -3.13 Plate Principal Stresses I C Pinto I nhol I ci1rk1 inn,')rIi1 T MrI,i1 AIr-fl ..J_. ..1_ P14 T 1.448 -.537 . .993 1.165 1.779 B 1.448 -.537 .993 1.165 1.779 3 1 P15 T 3.077 1.652 .713 .819 2.667 B 3.077 1.652 .713 .819 2.667 ...._ _t.... P16 T .6 -.108 .354 1.351 .661 6 B .6 -.108 .354 1.351 .661 .1... ...J._ P17 T 1.907 .749 .579 .373 1.664 8 B 1.907 .749 .579 .373 1.664 9 1 P18 T .09 .006 .042 1.593 .087 10 B .09 .006 .042 1.593 .087 1.1.. ....J._ P19 T 1.268 -.152 .71 .331 1.351 B 1.268 -.152 .71 .331 1.351 13 1 P20 1 -.011 -.147 1 .068 -.686 .142 14.. B -.011 -.147 1 .068 -.686 .142 15 1 P21 T 1.029 -.506 .767 .573 1.355 16 B 1.029 -.506 .767 .573 1.355 IL _t.. P2IA T 1.472 -2.471 1.972 .59 3.451 B 1.472 -2.471 1.972 .59 3.451 1.9. ..L P22 T -.333 -5.106 2.387 .869 4.948 .20 B -.333 -5.106 2.387 .869 4.948 .21. _L P23 1 2.146 -2.782 2.464 .759 4.279 .22.. B 2.146 -2.782 2.464 .759 4.279 23 1 P24 T .917 -1.626 1.271 .941 2.231 .24_ B .917 -1.626 1.271 .941 2.231 .25. ..i... P25 . T . 2.755 -2.135 2.445 .811 4.246 26 B 2.755 -2.135 2.445 .811 4.246 27 1 P26 T 2.007 -.755 1.381 .546 2.473 28 B 2.007 -.755 1.381 .546 2.473 29 1 P27 1 2.36 . -1.546 1.953 .95 3.407 30 B 2.36 -1.546 1.953 .95 3.407 31 1 P28 1 5.198 .409 2.394 .615 5.006 32 B 5.198 .409 2.394 .615 5.006 3.3 _L. P28A T -1.549 -2.959 .705 -.336 2.564 34 B -1.549 -2.959 .705 -.336 2.564 35 1 P29 T .311 -1.466 .889 -.192 1.644 36 - B .311 -1.466 .889 -.192 1.644 37 1 P30 T -.623 . -.821 .099 -.282 .742 B -.623 -.821 .099 -.282 .742 39 1 P31 1 .338 -.82 .579 .517 1.032 40 B .338 -.82 .579 .517 1.032 ..41 ...L. P32 1 .821 .623 .099 1.853 .742 42 B .821 .623 .099 . 1.853 .742 43 1 P33 .821 -.338 .579 1.053 1.032 44 --4 T B .821 -.338 .579 1.053 . 1.032 RISA-3D Version 11.0.0 [M:\ ... \ ... \ ... \CALCS\Iarger PLATE TRANSFER AT g.r3d] . Page 39 18 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: Plate Principal Stresses (Continued) I r. PIMP I I or. SicimMFkcil siamawksil Tau MxFksi1 Anoleiradi Von Misesrksil 45 1 1 P34 1 2.959 1.549 .705 - 1.907 2.564 46 B 2.959 1.549 .705 1.907 2.564 47 1 P35 T 1.466 -.311 .889 1.763 1.644 48 B 1.466 -.311 .889 1.763 1.644 .49 ..L P35A T 5.106 .333 2.387 -.702 4.948 50 B 5.106 .333 2.387 -.702 4.948 L 1 P36 1 2.471 -1.473 1.972 2.161 3.451 52 B 2.471 -1.473 _1.972 2.161 3.451 53 1 P37 T 1.626 -.917 _1.271 -.63 2.231 54 B 1.626 -.917 1.271 -.63 2.231 55 1 P38 1 2.782 -2.146 2.464 2.329 4.279 56 B 2.782 -2.146 2.464 2.329 4.279 57 1 P39 T .755 -2.007 1.381 2.117 2.472 58 B .755 -2.007 1.381 2.117 2.472 59 1 P40 T 2.135 -2.755 2.445 -.76 4.246 B 2.135 -2.755 2.445 -.76 4.246 61 1 P41 T -.409 -5.197 2.394 1 2.186 5.005 62 B -.409 -5.197 2.394 2.186 5.005 63 1 P42 T 1.546 -2.36 1.953 -.621 3.407 64 B 1.546 -2.36 1.953 -.621 3.407 65 ......t. P42A 1 -1.652 -3.077 .713 -.751 2.667 B -1.652 -3.077 .713 -.751 .........2.667 L .L P43 T .537 -1.448 .993 -.406 1.779 68 B 537 -1.448 993 -.406 1.779 ...j P44 T -.749 -1.907 .579 1.943 .664 . 70 B -.749 -1.907 .579 1.943 1.664 71 .j. P45 T .108 -.601 .354 -.22 .661 iZ. B .108 -.601 .354 -.22 .661 73 1 P46 1 .152 -1.269 .711 1.901 1.351 74 - B .152 -1.269 .711 1.901 1.351 75 1 P47 T -.006 -.09. .042 .02 .087 76 B -.006 -.09 .042 .02 .087 77 1 P48 T .505 -1.03 .768 2.143 1.355 78 - B .505 -1.03 .768 2.143 1.355 79 1 P49 1 .147 .011 .068 .885 .142 80 B .147 .011 .068 .885 .142 ...1 L P56A 1 .537 -1.448 .993 1.977 1.779 82 B .537 -1.448 .993 1.977 1.779 83 1 P57 T .108 -.601 .354 179 .661 B .108 -.601 .354 1.79 .661 85 1 P58 1 -.006 -.09 .042 1 1.551 .087 86 - B -.006 -.09 .042 1.551 .087 87 1 P59 T .147 .011 .068 .686 .142 - B .147 .011 .068 .686 .142 ..9.. ...L.. P60 1 -1.652 -3.077 .713 2.322 2.667 90 B -1.652 -3.077 .713 2.322 2.667 L ..L. P61 T -.749 -1.907 .579 -.373 1.664 92 1 B -749 -1.907 .579 -.373 .........1.664 93 1 P62 T .152 -1.269 .711 -.331 1.351 94 B .152 -1.269 .711 -.331 1.351 95 1 P63 1 .505 -1.03 .768 -.572 1.355 B .505 -1.03 .768 -.572 1.355 97 1 .i.... P63A T 2.471 -1.473 1.972 -.59 3.451 B . 2.471 -1.473 1.972 -.59 3.451 9. L. P64 T 2.782 -2.146 2.464 -.759 4.279 100 B 2.782 -2.146 2.464 -.759 4.279 101 1 P65 T 2.135 -2.755 2.445 2.331 4.246 RISA-3D Version 11.0.0 [M:\ ... \ ... \ ... \CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 40 19 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Plate Principal Stresses (Continued) I C Platp I ahPI I nr SicimMiksil Sinma2Fki1 Thu Mrki1 AntIefrd1 Vnn Missrksi 102 B 2.135 :2.755 2.445 2.331 4.246- 103 1 P66 T 1.546 -2.36 1.953 2.192 3.407 104 B 1.546 -2.36 1.953 2.192 3.407 105 1 P67 7 5.106 .333 2.387 2.272 4.948 106 B 5.106 .333 2.387 2.272 4.948 107 1 P68 1 1.626 -.916 1.271 2.201 2.231 108 B 1.626 -.916 1.271 2.201 2.231 .109. ....:L P69 T .755 -2.007 1.381 -.546 2.472 B .755 -2.007 1.381 -.546 2.472 111 1 P70 T -.409 -5.197 2.394 -.615 5.005 112. B -.409 -5.197 2.394 -.615 5.005 113 1 P70A T -.011 -.147 .068 .885 .142 114 B -.011 -.147 .068 .885 .142 115 1 P71 T .09 .006 .042 .022 .087 116 B .09 .006 .042 . .022 .087 117 1 P72 1 .6 -.108 .354 -.219 .661 118 B .6 -.108 .354 -.219 .661 119 1 P73 T 1.448 -.537 .993 -.406 1.779 12. B 1.448 -.537 .993 -.406 1.779 121 1 P74 T 1.029 -.506 .767 2.143 1.355 122 B 1.029 -.506 .767 2.143 1.355 123 .....L. P75 1 1.268 -.152 .71 1.901 1.351 124 B 1.268 -.152 .71 1.901 1 1.351 125 1 P76 T 1.907 .749 .579 1.943 1.664 .12 ......... B 1.907 .749 .579 1.943 1.664 127 1 P77 1 3.077 1.652 .713 -.751 2.667 12. B 3.077 1.652 .713 1 -.751 2.667 129 1 P91A 1 .311 -1.466 .889 1.763 1.644 B .311 -1.466 .889 1.763 1.644 131 1 P92 1 .337 . -.82 .579 1.054 1.031 .12. B .337 -.82 .579 1.054 1.031 133 1 P93 T .821 -.338 .579 .517 1.032 134 B .821 -.338 .579 .517 . 1.032 135 .L.. P94 T 1.466 -.312 .889 1 -.192 1.644 B 1.466 -.312 .889 -.192 1.644 131 1 P95 T -1.549 -2.958 .705 1.907 2.563 B -1.549 -2.958 .705 1.907 2.563 13 .j.... P96 T -.624 -.822 .099 1.857 .743 14 B -.624 -.822 .099 1.857 .743 141 1 P97 T .821 .622 .099 -.278 .741 142 B .821 .622 .099 -.278 .741 143.....L. P98 T 2.96 1.549 .706 -.337 2.565 .1.44 B 2.96 1.549 .706 -.337 2.565 145 1 P98A 1 2.36 -1.546 1.953 -.621 3.407 .14. B 2.36 -1.546 1.953 -.621 3.407 147 1 P99 T 2.755 -2.135 2.445 -.76 4.246 .148 B 2.755 -2.135 2.445 -.76 4.246 149 1 ______ P100 T 2.146 -2.782 2.464 2.329 4.279 150 ______ B 2.146 -2.782 2.464 2.329 4.279 151 1 P101 1 1.472 -2.471 1.972 2.161 3.451 1.2 B 1.472 -2.471 1.972 2.161 3.451 153 1 P102 T 5.198 .409 2.394 2.186 5.006 154 B 5.198 .409 2.394 2.186 5.006 155 L P103 1 2.007 -.755 1.381 2.117 2.473 B 2.007 -.755 1.381 1 2.117 2.473 1571 1 P104 T .917 -1.626 1.271 -.63 2.231 .1581 1 B .917 -1.626 1.271 -.63 2.231 RISA-3D Version 11.0.0 [M:\.. .\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 41 20 Company : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: Plate Principal Stresses (Continued) I r. Pinto hl I rr inm1rki1 cinmrk T. Mn,1 n,,Irr,l1 riiri;i 159 1 P105 T -.333 -5.106 2.387 -.702 4.948 160 B -.333 -5.106 2.387 -.702 4.948 161 ...L.. P90 T 5.434 .817 2.308 2.135 5.075 B 5.434 .817 2.308 2.135 5.075 163 _L.. P91 T 3.255 -.447 1.851 -.72 3.499 164 B 3.255 -.447 _1.851 -.72 3.499 165 1 P92B 1 2.281 -1.143 1.712 -.632 3.02 166 B 2.281 -1.143 1.712 -.632 3.02 167 1 P93A T 1.516 -2.133 _1.825 -.555 3.176 168 B 1.516 -2.133 1.825 -.555 3.176 169 L P94A 1 1.282 -.467 .874 1.935 1.568 170 B 1.282 -.467 .874 1.935 1.568 171 1 P95A 1 2.437 -1.257 1.847 2.3 3.253 1.72 B 2.437 -1.257 1.847 2.3 3.253 173 1 P96A 1 2.408 -2.025 2.216 -.755 3.844 1.74 B 2.408 -2.025 2.216 -.755 3.844 175 ..J...... P97A T 1.922 -2.108 2.015 -.704 3.491 .176 B 1.922 -2.108 2.015 -.704 3.491 177 1 P98B 1 .466 -1.283 .875 -.364 1.569 178 B .466 -1.283 .875 -.364 1.569 ..17 1 P99A T 1.256 -2.437 1.847 -.729 3.252 B 1.256 -2.437 1.847 -.729 3.252 181 1 P100A T 2.025 -2.407 2.216 2.326 3.843 B 2.025 -2.407 2.216 2.326 3.843 183 L. P101A 1 2.108 -1.92 2.014 2.275 3.49 14 B 2.108 -1.92 2.014 2.275 3.49 185 1 PI02A 1 -.818 -5.434 2.308 -.564 5.074 .186 B -.818 -5.434 2.308 -.564 5.074 187 1 P103A 1 .446 -3.254 1.85 2.291 3.498 188 B .446 -3.254 1.85 2.291 3.498 189 L.. P104A T 1.142 -2.281 1.711 2.203 3.018 .190 B 1.142 -2.281 1.711 2.203 3.018 191 1 PIOSA T 2.132 -1.516 1.824 2.125 3.174 1.92 B 2.132 -1.516 1.824 2.125 3.174 193 1 P99B T 5.786 .576 2.605 2.076 5.52 194 B 5.786 .576 2.605 2.076 5.52 195 _L. P100B T 2.747 -1.306 2.026 2.34 3.583 .196 B 2.747 -1.306 2.026 2.34 3.583 1.91 ._i._. P101B T 1.305 -2.747 2.026 -.769 3.583 198 B 1.305 -2.747 2.026 -.769 3.583 199 ...j. P102B T -.577 -5.786 2.605 -.505 5.52 200 ....._ B -.577 -5.786 2.605 -.505 5.52_ 201 1 P103B 1 2.172 -.866 1.519 2.081 2.711 20.2 B 2.172 -.866 1.519 2.081 2.711 20. L. P104B 1 3.347 -2.54 2.943 2.322 5.114 204 B 3.347 -2.54 2.943 2.322 5.114 205 1 P105C T 2.539 -3.348 2.943 -.751 5.114 206 B 2.539 -3.348 2.943 -.751 5.114 207 1 P106 T .865 -2.171 1.518 -.51 2.71 208 B .865 -2.171 1.518 -.51 2.71 209 L. P107 T .864 -2.171 1.518 -.51 2.708 210 B .864 -2.171 1.518 -.51 2.708 211 1 P108 T 2.545 -3.344 2.944 -.751 5.115 B 2.545 -3.344 2.944 -.751 5.115 1 P109 T 3.351 -2.534 2.943 2.322 5.113 E 14 2~12 B 3.351 -2.534 2.943 2.322 5.113 1 Pilo 1 2.172 -.867 1.52 2.081 1 2.712 RISA-3D Version 11.0.0 [M:\...\. ..\...\CALCS\Iarger PLATE TRANSFER AT g.r3d] Page 42 21 Company , : May 20, 2013 Designer : 4:21 PM Job Number : Checked By: Plate Principal Stresses (Continued) I pInto I nhal I nn Ririm1flei1 Sinmrki1 Thu M2vrki1 Anrflprrwil Vrn Micpfki1 2.1. B 2.172 -.867 1.52 2.081 2.712 217 1 P111 T -.575 -5.787 2.606 -.505 5.522 2.1 B -.575 -5.787 2.606 -.505 5.522 219 1 P112 1 1.311 -2.741 2.026 -769 3.581 220 B 1.311 -2.741 2.026 -.769 3.581 221 1 P113 T 2.754 -1.3 2.027 2.339 3.585 22. ........... B 2.754 -1.3 2.027 2.339 3.585 223 1 P114 T 5.784 .577 2.603 2.076 5.518 224 B 5.784 .577 2.603 2.076 5.518 225 1 PI 14A T 2.132 -1.516 1.824 2.125 3.174 2. . B 2.132 -1.516 1.824 2.125 3.174 227 1 P115 1 1.142 -2.281 1.711 2.203 3.018 228, B 1.142 -2.281 1.711 2.203 3.018 229 ...L P116 T .446 -3.254 1.85 2.291 3.498 230 . B .446 -3.254 1.85 2.291 3.498 231 1 P117 1 -.818 -5.434 2.308 -.564 5.074 232 B -.818 -5.434 2.308 -.564 5.074 233 1 P118 1 2.108 -1.92 2.014 2.275 3.49 • B 2.108 -1.92 2.014 2.275 3.49 235 1 P119 T 2.025 -2.407 2.216 2.326 3.843 236 B 2.025 -2.407 2.216 2.326 3.843 2.7 .J..... P120 T 1.256 -2.437 1.847 -.729 3.252 238 • B 1.256 -2.437 1.847 -.729 3.252 2391 1 P121 T .466 -1.283 .875 -.364 1.569 240 8 .466 -1.283 .875 -.364 1.569 241 1 P122 • T 1.922 -2.108 2.015 -.704 3.491 242 B 1.922 -2.108 2.015 -.704 3.491 243...L P123 1 2.408 -2.025 2.216 -.755 3.844 244 B 2.408 -2.025 2.216 -.755 3.844 245 1 P124 1 2.437 -1.257 1.847 2.3 3.253 246 B _2.437 -1.257 1.847 2.3 3.253 247 1 P125 T ........1.282 -.467 .874 1.935 1.568 248 B 1.282 -.467 _.874 1.935 1.568 249 1 P126 T _1.516 -2.133 ......1.825 -.555 3.176 250 B 1.516 -2.133 1.825 -.555 3.176 251 1 P127 T 2.282 -1.143 '1.712 -.632 3.02 252 B 2.282 -1.143 _1.712 -.632 3.02 253 1 P128 T 3.255 -.447 1.851 -.72 3.499 254 B 3.255. -.447 1.851 -.72 • 3.499 255 1 P129 1 5.434 .817 2.308 2.135 5.075 256, B 5.434 .817 2.308 2.135 5.075 RISA-3D Version 11.0.0 [M:\. . .'. ..\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 43 I(M~k> CITY OF CARLSD/"%D COMMUNITY FACILITIES DISTRICT NO. I NON-RESIDENTIAL B-32 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. GRAND PACIFIC RESORTS, INC 760 431-8500 Name of Owner Telephone 5900 PASTEUR CT STE 200 1599 MARBRISA CR Address Project Address CARLSBAD CA 92008 Carlsbad, CA 92008 City, State Zip City, State Zip 211-131-07-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CB131314 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $ 11,862.22 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: $ 1,638.17 Owner's Initials I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. 'Signature orty j2 £1 f)9J F)wner Title T 1 t'UlIN cit( g lIe! (13 Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use HOTEL Imp.Area 2 FY 2012113 Annex date 12121193 Factor .8490 X Square Ft. 13,972 = $11,862.22 B-32 Page 1 of I I Rev. 07/09 CITY OF CARLSD/AD 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, andthe 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 Prolect ID: CT/MS: SDP030002 Building Permit Plan Check Number: C8131314 Project Address: 1599 MARBRISSA CR A.P.N _211-131-07-00 Project Applicant (Owner Name): GRAND PACIFIC RESORTS, INC Project Description: NEW TIMESHARE BUILDING - VILLA 70- 12 UNITS Building Type COMMERCIAL Residential: NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: 13,972 Net Square Feet New Area City Certification of Applicant Information, Pn.H. O4hhlW flt/1312fl1 Carlsbad Unified School District [] Vista Unified School District El San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 255 Pico Ave Ste. 100 Carlsbad CA 92009 (760-331-5000) Vista CA 92083 (760-726-2170) San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 0 San Diegulto Union High School District-By. Appointment Only 101 South Rancho Santa Fe Rd 684 Requeza Dr. Encinitas, CA 92024 Encinitas, CA 92024 (760-944-4300 xli 66) (760-753-6491) Certification of Applicant/Owners. The person executing this declaration rOwner) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an.amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit Is Issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: 97—/q —/ Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE I 1! t'1' 'fllljt!1 tLt PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 E IS 7. SAN DIEGO REGIONAL OCCC HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE I I Business Name (3iQhD PPci:;;C -\JILLPt Business Contact 70 Telephone # Project Address 5 ffbrbii e Zj Code I APN# I Mailing Address city -590DJ77L//2 a;ti- p oi State Zip Code gô: I Plan File# I Project Contact 3tIIc Telephone # 931- Koo The following qustions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUSMATERIALSDIVISION:OCCUPANCYCLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled applicant must contact the Fire Projection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): -L-464 Occupancy Rating: Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PARTII:SANDIEGO COUNTY DEPARTMENTOFENVIRONMENTALHEALTH -HAZARDOUSMATERIALSDIVISIONS(HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 1/ Expected Date of Occupancy: // El CalARP Exempt YES NO (for new construction or remodeling projects) / 0 j Is your business listed on the reverse side of this form? (check all that apply). Date Initials 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 iJ' Will your business store or handle Hazardous Substances in quantities equal to or than 55 500 greater gallons, pounds 0 CalARP Required 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials 0 Q' Will your business use an existing or install an underground storage tank? 0 D( Will your business store or handle Regulated Substances (CaIARP)? 0 CalARP Complete 0 E1' Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 l?1" Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to t Date Initials or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolitionorrenovation of residential structures of four units or less. Contact the APCD for more information. YES NO 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 0 (ANSWER ONLY IF QUESTION 1 I YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (1< 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). 0 EY Has a survey been performed to determine the presence of Asbestos Containing Materials? 0 2' Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 0 12 Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: 17/fl i9i2i- l-'771 - - V A) I i i mS ij*- 9W& Ideclare ____erJhatto __pestofmy knowledge and belief the responses made herein are true and correct. Name of or Authorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICIAL USE ONLY: DATE: I/ BY: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan, Other permitting requirements may still apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division PLUMBING, Development s ervices ELECTRICAL, Building Division MECHANICAL 1635 Faraday Avenue \J C T %ASPThLtUT . 760-602-2719 SEE ( 0 1 A I www.carlsbadca.gov tL.J B-18 Project Address; Pe mit No.: i ing done on the mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. Building Dept. Fax; (760) 6028 8 Number of(or reed fixtures, traps, or floor drains ................ New building sewer line' ....................... I........................... Yes k-. No Number of new roof drains ...................................................................................................... ...... Install/alter water line? ....... - ............................................... j Number of new water heaters'..................................................................................................... Number of new, relocated or replaced gas ....... 3 Number of new.hose bibs? ......................... ........................ . H Residential Permits; New/expanded service: Number of new amps: Minor Remodel only: Yes No - Commercial/Industrial: n Tenant Improvement: Number of existing amps involved, this project.- D Number of new amps involved/n ihis project: New Construction: Amps per Panel: Single Phase ...............................................................Number o new ampere_________________ Three Phase ..... . ........................................................... Number of new amperes________________ Three Phase 480 ....................... . ............................... Number of new amperes t.V New or relocated duct work? .................................................... .... ........ . .......... Yes b( No Number of new fireplaces'.......................... . ............................... .'.... ..................................................2-. — Numberof new exhaust ............................................................................................................ /5 D Number of new furnaces, A/C, or heat pumps'............................................................................. . Relocate/install vent? ...................................................................... ....... .............................................. 1/ Number of new exhaust hoods?......_____ Number of new boilers or compressors .......................Number of HP 6-13 . • • Page 1 of 1 Rev. 03109 EN'PNA WASTEWATER AMORRY -70 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 3i9&'i-3 Business Name }id Pi'c /)7S vc V/LLI Street Address Email Address a QD PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at iour facility /cidCleaning Ink ManUfacturing Nutritiohal SUpplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining I Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waté Treatment] Storage SIC Code(s) (if known): Brief description of business activities (Production I Manufacturing Operations): Description of operations generating wastewater (discharged to sewer, haule.d or evaporated): Estirhäted volume of industrial wastewater to be discharged (gal I day): List hazardous wastes generated (type / volume) Date operation began/orwill begin at this location: Have OU applied for a WasteWater Discharge Permit from the Enáina Wastewater Authority? Yes No If yes, when: Site Contact Title_______________________________ Signature Phone No.___________________________ ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad CA 92011 (760) 438-3941 FAX: (760) 47679852 CB131314 1599 MARBRISACR GRAND PACIFIC/MARBRISA RESORTS iMiTQ107)SI.I lVlM(... 5{13. 6/Yv &44/it sf// JSUED I Approved / Date By BUILDING PLANNING ENGINEERING , - FIRE N AFS Checked by. HazMat APCD Health . Forms/Fees Sent Recd Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M V N School 1>4— &Y -( ' Sewer Stormwater V N Special Inspeq N V N CFD: LandUse: oyL Density. ImpArea: FY:- Annex: b/2/f3 /Wk3 Factor: PFF: N Comments Date Date Date Date Building Planning Engineering Fire Needy J) W one / Done J Done • • L3 Done • UDone U Done