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Home My WebLink About1590 MARBRISA CIR; ; CB131319; Permit08-01-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB131319 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1590 IVIARBRISA CR CBAD COIVIIVIIND 2111310500 $1,453,879.00 Sub Type: HOTEL Lot #: 0 Construction Type: 58 Reference # CT030002 Status: ISSUED Applied: 05/24/2013 Entered By: IVIDP Plan Approved: 08/01/2013 Issued: 08/01/2013 Inspect Area Plan Check #: GRAND PACIFIC/MARBRISA RESORTS VILLA 58, 12 TIMESHARE UNITS, 13,972 SF LIVING, WALKWAYS AND STORAGE. 3670 SF COVERED DECKS (BUILDING SAME AS VILLA 69- PLAN CHECKED UNDER CB122725) Applicant: DAN TALANT 1220 ROSECRANS STREET BOX 329 SAN DIEGO CA 92106 619 297-8066X25 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Building Permit $4,924.92 Meter Size Add'l Buiiding Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $3,447.44 Meter Fee $646.00 Add'l Building Permit Fee $0.00 SDCWA Fee $13,476.00 Plan Check Discount ($275.80) CFD Payoff Fee $0.00 Strong Motion Fee $305.31 PFF (3105540) $26,460.60 Park Fee $7,056.80 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $9,120.00 BTD #3 Fee $18,048.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $606.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $847.00 Other Building Fee $0.00 MECHANICAL TOTAL $420.52 Pot. Water Con. Fee $15,088.00 Master Drainage Fee $0.00 Meter Size D1.5 Sewer Fee $10,104.00 Add'! Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $56.00 HMP Fee $0.00 Fire Expedidted Plan Review $497.50 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $110,828.29 Total Fees: $110,828.29 Total Payments To Date: $110,828.29 Balance Due: $0.00 Inspector: FINAL Date Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen'ed to as "fees/exactions." You have 90 days from the date this pemnit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwlse expired. 08-01-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW130217 Job Address: Permit Type: Parcei No: Reference #: CB#: Project Title: Applicant: DAN TALANT 760 297-8066 XT 25 Emergency Contact: HOUSTON ARNOLD 760 585-8879 1590 MARBRISA CR CBAD SWPPP 2111310500 CT030002 CB131319 Lot#: GRAND PACIFIC/MARBRISSA RESORT VILLA 58 Status: Applied: Entered By: Issued: Inspect Area: Tier: Priority: Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 ISSUED 06/12/2013 RMA 08/01/2013 1 L SWPPP Plan Check SWPPP Inspections Additional Fees $47.00 $56.00 $0.00 TOTAL PERMIT FEES $103.00 Total Fees: $103.00 Total Payments To Date: $103.00 Balance Due: $0.00 FINAL APPROVAL SIGNATURE [THEFQlllWilbl ROVALS REQUIRED PRIOR TO PERMmSSUANCE: •PLANNING DENGINEERING •BUILDING DFIRE DHEALTH •HAZMAT/APCD] CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email: bi.(ilding@carlsbadca.gov www.carlsbadca.gov M ^^^^^^ Plan Check No. • ^ Est. Value Plan Ck. Deposit Dat^ 211 - 131 - JOB ADDRESS 1590 Marbrisa Circle, Carisbad, CA 92008 SUrrE*/SPACE*/UNfT* CT/PROJECT# L0T# PHASE # # OF uNrrs # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE occ. GROUP 12 Grand Pacific Marbrisa Villa 5£ V-B sp R-2 DESCRiPfjmOF WORK: fnefutfe Square Feet of Affected Ana(») New construction of timeshare: Ground up Type V-B Sprinldered 3-stroy R-1 occupancy. Wood framing, stucco & concrete 1^ ^2 tile roof. Inerior build out for 12 timeshare units. llie luui. iiieiiui uuiiu wui lui le. i EXISTING USE PROPOSED USE Timeshare use GARAGE (SF) PATIOS (SF) DECKS (SF) 3.510 FIREPLACE AIR CONDITIONING iFIRE SPRINKLERS YES [TJNO • YES[7] N0| | APPLICANT NAME (Pr/mary Contact) Dan Taiant|arTf)y5lftnf APPUCANT NAME (Secondary Contact) ADDRESS 1220 Rosecrans Street, Box 329 ADDRESS CITY San Dieqo STATE CA ZIP 92106-2674 CITY STATE ZIP PHONE 619-297-8066x25 FAX PHONE FAX EMAIL dant@noaainc.com EMAIL PROPERTY OWNER NAME Grand Pacific Resorts, Inc. CONTRACTOR BUS. NAME Grand Pacific Resorts. Inc. ADDRESS 5900 Pasteur Court. Suite 200 ADDRESS Same as property owner info. CITY Carlsbad STATE CA ZIP 92008 CITY STATE ZIP PHONE 760-431-8500 FAX PHONE EMAIL bzelenl(a@gpresorts.com EMAIL ARCH/DESIGNER NAME & ADDRESS CITl' 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 Busineiss and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). WORKERS' COMPENSATION Workers' Compensation Declaration: / Aeietiy affirm under penalty of perjury one ofthe following declarations: HI liave and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the worit for which this pennit 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 pennit Is issued. My workers' compensation Insurance earner and policy Policy No.. .-number are: Insurance Co., I|liajSe«tion need not be completed if the pennit Is for one hundred dollars ($100) or less /R-Ceftificate ' Califomia. WARNING: addition to the cost of compen CONTRACTOR SIGNATU Expiration Date _ d not be completed if the pennit Is for one hundred dollars ($100) or less. of Exemption: I certify that in the performance of the work for which this pemiit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of ^RNINQ: 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 cost of rnnin«n«aii«f;Kiii«mi« <n nrSftMnd for in Section 3706 of the Labor code. Interest and attorney's fees. ^ , • AGENT DATE t V ^3 DATE OWNER-BUILDEii DECLARATION IJltnby affinn that I am exempt irom Contractor's Ucense Law for the followmg reason: I, as owner of the properly or my employees with wages as their sole compensation, will do the work and the stmcture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). • I am exempt under Section _ .Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for constnjction of the proposed property improvement. Q Yes I iNo 2.1 (have / have not) signed an applk^tion fbr a building pennit for the proposed work. 3.1 have contracted with the foltowing person (finn) to provide the proposed constmction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the wortt, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some ofthe work, but I have contracted (hired) the following persons to provide the wortt indicated (include name / address / phone / type of wortt): .es'i PROPERTY OWNER SIGN, •AGENT DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a pennit from the air pollution control district or air quality management district? Yes No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS TNE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm ttiat there is a construction lending agency for the perfomiance of the work ttiis pemiit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I certify that I have read the appllcatk)n and state that the above informatton is correct and that the infomiation on the plans Is accurate. I agiee to comply witti all CHy ordinances and State laws lelating to building constiuctton. I hereby authorize r«)res*tatlve of (he Cily of Cartsbad to enter upon (he above menSoned property for inspection puiposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABLITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA petmit is required for excavations over 5'0' deep and demolition or constniclKin of structures over 3 stories in height EXPIRATION: Eveiy penult issued by the BuHdipg^Mcial under the proviskjns of this Code shall expire by limitation and become nul and vokl if the buiUing or worit auihorized by such pemiit Is not commenced within 180 days from the date of such pemiit or if lhe«iikjinWweri<iwthQ[^ by suehpeirnit is suspended or abandoned at any time after the vwrit is commenced fbr a period of 180 days (Sectnn 106.4.4 UnNbmi Building Code). VSTAPPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildinq(5>carlsbadca.aov or Mail the completed fomi to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg.l) MAIL/FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >eS'APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB131319 Type: COMMIND HOTEL Date Inspection Item Inspector Act 06/04/2014 89 Final Combo PD AP 03/03/2014 17 Interior Lath/Drywall PD AP 02/28/2014 11 Ftg/Foundation/Piers PD AP 02/27/2014 84 Rough Combo PD AP 02/26/2014 84 Rough Combo PD AP 02/25/2014 14 Frame/Steel/Bolting/Weldin PD AP 02/14/2014 18 Exterior Lath/Drywall PD AP 01/30/2014 84 Rough Combo PD AP 01/23/2014 84 Rough Combo PD AP 12/06/2013 15 Roof/Reroof PY AP 11/26/2013 14 Frame/Steel/Bolting/Weldin PD AP 10/31/2013 17 Interior Lath/Drywall PD AP 10/24/2013 14 Frame/Steel/Bolting/Weldin PD PA 09/19/2013 11 Ftg/Foundation/Piers PD AP 08/28/2013 11 Ftg/Foundation/Piers PD AP 08/27/2013 11 Ftg/Foundation/Piers PD AP 08/27/2013 21 Underground/Under Floor PD NR 08/09/2013 11 Ftg/Foundation/Piers MC PA GRAND PACIFIC/MARBRISA RESORTS VILLA 58, 12 TIMESHARE UNITS, 13,972 S Comments ELEVATOR PIT WALLS Friday, June 06, 2014 Page 1 of 1 'W <:»llr or HARLSBAD INSPECTION HECORD a irtfSFECTION RCCORD CAJRD WITH APPROVED HAHS MOST BE KEPT ON TME JOB 2 CALL BEFORE 3;30 pm FOR NEXT WORK DAY INSPECTION a FOR BUILDING INSPECTION CAUU 760-602-2725 OR «0 TO! www.Caitebadca.fov/Buildiiif AND CUCK ON "Requestinspecljoti'' (ATE: S \ CB131319 1590 MARBRISACR GRAND PACIFIC/MARBRISA RESORTS VILLA 58. 12 TIMESHARE Uh4ITS^13^972SF LIVING^ WALKWAYS AND STORAGE 36f SF COVERE^^^^^ (BUiLDING SAME AS VILLA 69- PLAN CHECKED UNDER C8122725) COMMIND HOTEL Lot# DAN TALANT IF "YES" !S CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PE,!fiHj:jPJa,B<l,y.i-.STiNfi A FINAL BL IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROV ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX TO 760-602-8560, EMAIL TO BLOSl,NSPEmpM OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AvE.. CARLSBAD. CA 92008. BUILDING REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. BUILDING INSPECTION. S^CARtSBAI INSPECTORS NO YES R«<|tiire<l Prior to Requesting Buildins Final if Ciiecked YES Oate inspector Notes 1^ Ptanning/'Und»^pe 760-944-8463 Allow 48 hourj CM&I {EnghKsering tnspettiom) 760438-3891 Call before 2 pm ..U^fH±. - t/ Rre Prever«ion 760-602-4660 Allow 48 houn Type of Inspection CODE # BUILDING #11 FOUNDAHON Date #12 REINFORCED SfEEt m& MASONiiY PRE GROUT • 6R0IIT OWAULORAWS (tlO TILT PANELS #11 POURSmil« #11 COLUMN F00TIM6S «14 SUBFIUUWI DfiOOR OCHUHS Inspector Type of Inspection coee # ELECTRICAL #31 OIIECTRICUNDERMOUND OOFER Date #34 ROUSH ELECTRIC #33 •ElICmiCSEBWE OTEMINJRW #35 PHOTOVOLTAIC #39 FINAL #41 UNDERS«OUNf> DUCTS & PIPIN6 #44 •BOCT&PUENUM OREF.PIPINS Inspector #15 ROOFSHEATHIWO #13 EXT. SHEAR PANELS #16 rN^ULAnON • 18 EXTERIOR LATH #17 iiiiTERtOR LATH & DRYWALL ""#51 POOLEXCA/STEEiyBOHD/FENCE ~ #55^"PREPLASTER ' ~#I9FINAL « PLUMBING #22 • SEWER&BL/CO DPI/CO #21 UHDERGROUHmjlWASTEaWTR #24 TOP OUT • WASTE DWrR #27 TUB & SHOWER PAN #23 • GAS TEST • GAS PIPING •25 WATER HEATER •28 SOLAR WATER #29 FINAL cont STORM WATER «eOO PRE-CONSTRUCnON MEETING •603 FOLIJOW UP INSPECTION •MS NOTICE TO CLEAN •007 WRmaiWAIWINQ •809 NOTICE OF VIOLATION #43 MEATAIRCOND.SrSTCMS Inspector #81 UHDE»GR0UNDtlW21,31) #82 DRYWM.L,EXnATW, m& TES (17,18.23) #81 ROOFSHEAmNG, EXT SHEAR {13,15} #84 FRAME ROUGH COMBO (14,24,34.44} #89 nNAlOCCUi»AWCY (19,29,39,49) e Tor FIRE A/$ UNDER6R0UN0yKE»U/U. A/S UNDERGROUND WnSRO A/S UNDERGROUND FLUSH A/S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC inspector A/S RNAL F/A ROUGH-IN F/A FINAL nXED EXTINGUISHING SYSTEM ROUGHEN V FIXED EXTING SYSTEM HYDROSTATIC TEST FIXED EXTINOUISHINO SYSIEM niiAl" MEBICALGAS PRESSURE11ST #610 VERIALWARNINO MEDICAL GAS RNAL Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 City of Carlsbad OCT 28 2013 BUILDING DIVISION Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: CB131319 1916H09 MARBRISA RESORT - VILLA 58 CARLSBAD, CA Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0651 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/27/2013 4X8 12.57 48,410 3,850 Cone & Split 28 10/18/2013 4X8 12.57 79,970 6,360 Shear 28 10/18/2013 4X8 12.57 80,850 6,430 Cone & Shear 28 10/18/2013 4X8 12.57 78,140 6,220 Cone 28 H 10/18/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 58 - FOOTING, GRIDLINE G ASTMC172 Date Sampled: 9/20/2013 Date Received: 9/23/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 114130 Water added at Site: gal. By Cement Type: Mix Time: 50 Remarks: Concrete Temp: 80 Ambient Temp: 71 "F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6340 PSI 28-day compression test complies with the specified strength. Corporate: 2992 B. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0650 File No.: Permit No.: Project No.: Project Name: CB131319 1916H09 MARBRISA RESORT - VILLA 58 CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/27/2013 4X8 12.57 56,850 4,520 Cone & Split 28 10/18/2013 4X8 12.57 85,220 6,780 Cone & Shear 28 10/18/2013 4X8 12.57 85,920 6,840 Shear 28 10/18/2013 4X8 12.57 86,850 6,910 Cone & Shear 28 H 10/18/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Locafion: VILLA 58 - FOOTING, GRIDLINE I ASTMC172 Date Sampled: 9/20/2013 Date Received: 9/23/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P TiclietNo.: 114149 Water added at Site: gal. By Cement Type: Mix Time: 60 Remarks: Concrete Temp: 81 Ambient Temp; 74 °F ASTMC1064 °F ASTM C1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Distribufion: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. Sam Valdez, R.C.E. 6840 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. A Set No.: 13-0684 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/18/2013 4X8 12.57 61,420 4,890 Cone & SpHt 28 11/8/2013 4X8 12.57 28 11/8/2013 4X8 12.57 28 11/8/2013 4X8 12.57 28 H 11/8/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: RAMZI JAMMA Locafion: WALL FOOTING FOR ELEVATOR, GRID LINE L / 6.9 & 7.2 ASTMC172 Date Sampled: 10/11/2013 Date Received: 10/14/2013 Concrete Supplier: SIKA Mix No.: SIKACRETE211 Ticket No.: Water added at Site: gal. By Cement Type: Remarks: Mix Time: Concrete Temp: 72 Ambient Temp: 69 °F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. • Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 www.mtglinccom MTGL Project # I ^ j ^ BtS^T B 0<\ San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatcti: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch; 800.491.2990 Indio: 44917 Golf Center Pkw/y, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit # Report #_ DAILY INSPECTION REPORT DSA/CITY File #:. PG 0F_ DSA/OSHPD APPL #:. DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITKT. TIMEARRIVEO 7a* TIME DEPARTED ENGINEE' TRAVELTIME LUNCH TIME C0NTRACJ8R CMR I — SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION " ENGINEERED FILL J FOUNDATION f ; BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDING SHOP WELD I] FIREPROOFn iv; ANCHOR/DOWEL LTNDE FIELD • NDE SHOP • CEILING WIRE • • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y L SOIL REPORT YC N[ N:J SPECS: YQ Na APPROVED SHOP DRAWING YD NL MATBIIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES. PIECES INSPECT^ STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: cj^o^^t_ Id' n- A"^/ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS !^ WAS NOT • Inspected in accordance with the requirements ot the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASC WAS NOT : N/A .y Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED IWET !? DID NOT MEET • The requirements of t^DSA/OSHPD/PROJECT approved documents. Samples taken:. Weather: J^J; ture of Special Inspector Print Name i-J / Certification #: Verified by: Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 City of Carlsbad Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 OCT 0'P^^3inted: 9/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 BUILDING DIVISION File No.: Permit No.: CB131319 Project No.: 1916H09 Project Name: MARBRISA RESORT - VILLA 58 Client: GRAND PACIFIC CARLSBAD, L P. CARLSBAD, CA Set No.: 13-0651 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/27/2013 4X8 12.57 48,410 3,850 Cone & Split 28 10/18/2013 4X8 12.57 28 10/18/2013 4X8 12.57 28 10/18/2013 4X8 12.57 28 H 10/18/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 58 - FOOTING, GRIDLINE G ASTMC172 Date Sampled: 9/20/2013 Date Received: 9/23/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 114130 Water added at Site: gal. By Cement Type: Mix Time: 50 Remarks: Concrete Temp: 80 Ambient Temp: 71 °F ASTMC1064 "F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: CB131319 1916H09 MARBRISA RESORT - VILLA 58 CARLSBAD, CA Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0650 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/27/2013 4X8 12.57 56,850 4,520 Cone & Split 28 10/18/2013 4X8 12.57 28 10/18/2013 4X8 12.57 28 10/18/2013 4X8 12.57 28 H 10/18/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: HANS KLEHMET Location: VILLA 58 - FOOTING, GRIDLINE I ASTMC172 Date Sampled: 9/20/2013 Date Received: 9/23/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 114149 Water added at Site: gal. By Cement Type: Mix Time: 60 Remarks: Concrete Temp: 81 Ambient Temp: 74 °F ASTM C1064 °F ASTMC1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. • www.mtglinccom MTGL Project*: /9//(D^f Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatcti: 800.491.2990 San Diego/Imperial County 7313 Carroll Rd. Ste. 6 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Report*, PG L DAILY INSPECTION REPORT DSA/CITY File #:_ DF DSA/OSHPD APPL DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIMEARRIVEO TIME DEPARTED o2 fM ENGINEER CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ' yi ' yt ADDRESS OF PROJECT TYPE OF INSPECTION LJ ENGINEERED FILL 'J FOUNDATION L1 BACKFILL BATCH PLANT • PT CONCRETE n SHOTCRETE [_1 CONCRETE J IVIASONRY L,,l Hj£H STRENGTH BOLTING ivi^WELDING :i SHOP WELD • FIREPROOFIIMG Lj ANCHOR/DOWEL • NDE FIELD n NDE SHOP J CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS N \/N SOIL REPORT YL SPECS; YiJ NG APPROVED SHOP DRAWING Y n N L J MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT ND. OR MATERIAL TEST REPORTS): - //f5 i^jCB 4 '"^ci/S/ /f^ /d)<.zs ro^i^i^ /f-^;. CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: T^.^-.-^^ > ' ' I ^ — y ^.^^^ 1 REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS^^ASNOT:, Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS .H WAS NOT j N/AM^ Performed in accordance with DSA/OSHPD/PROJECT approved documents, cc Proiect Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED METVf^lD NOT MEET J THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: O Weather: Gf!^ Temp:_ Sigiktuts-flTSpecial Inspector Print Name Certification Verified by: • www.mtglinccom MTGL Project #;_ Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkwy,, Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Permit Report # / PG / DF DAILY INSPECTION REPORT DSA/CITY File i DSA/OSHPD APPLi DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME " j y-i , ^ ! j ^ DATE -» « — ARCHITECf ' t f TIMEARRIVEO TIME DEPARTED /OAH ^ TTUNCH TIME ENGINEER CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS . jn mm ADDRESS OF PROJECT TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION Ll BACKFILL 1 BATCH PLANT PT CONCRETE i SHOTCRETE .] CONCRETE •IVIASONRY [j HK3H STRENGTH BOLTING VWELDING n SHOP WELD FIREPROOFING ANCHOR/DOWEL NDE FIELD NDESHOP n CEILING WIRE n DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Yi/N LJ SOIL REPORT YC NL SPECS: YD NT! APPROVED SHOP DRAWING YC Nl MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): j. ^ . , CONTRACTORS EQUIPMENT/MANPOWER USED; I f I ;PECTED: / AREA, GRID LINES, PIECES INSPECTED: &Jtn^ FL (^ulild^tak gA.Fl) (f^ VU{A, K.f STRUCTURAL NOTES, DETAIL, OR RFIS USED: _ • • ' _ . >^ _ TES, DETAIL OR RFIS USED: < • . , , • _ REMARKS INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLET PLET^ THE WORK WAS V WAS NOT r Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASL: WAS NOT; ] N/Ay^ Performed in accordance with DSA/OSHPD/PROJECT approved documents. THE WORK INSPECTED MET^KlID NOT MEET G THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: ^ Weather: ^rsr^) ^ Temp: cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector f Print Ma Print Name Certification #: Verified byy • www.mtglinc.com Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkwy., Bldg. 2-A Riverside. CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 MTGL Project # /^/('r 4^9 Permit #J^_/5 /Z Z iMUu PG / DF DAILY INSPECTION REPORT DSA/CITY File i DSA/OSHPD APPL #:_ DSA/LEA#: Report #_ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIMEARRIVEO TIME DEPARTED ENGINEER /O/f/-^ 2ft^ viE / LUNCHTIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION J ENGINEERED FILL FOUNDATION L:1 BACK FILL • BATCH PLANT ; : PT CONCRETE SHOTCRETE G CONCRETE J MASONRY HIGH STRENGTH BOLTING IIW^ffELDING I i SHOP WELD J FIREPROOFING " ANCHOR/DOWEL ] NDE FIELD ] NDE SHOP CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y SOIL REPORT YG Ni N G SPECS: YG NG APPROVED SHOP DRAWING YG NG MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): . CONTRACTORS EQUIPMENT / MANPOWER USED T / MANPOWER USED: I . A I .... ^ , GRID LINES, PIECES INSPECTED: , ^ A f STRUCTURAL NOTES, DETAIL, OR RFIS USED: fTINRsI G '. '• « \ p/^csJ^C'iui i//6<y/^ ^n^p^cr//^^ -fh^ % Fillip' REMARKS, INCLUDING MEETINGS' REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK INSPECTED METifc^D NOT MEET L' THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: C) THE WORK WASS^^WffSNOTi ; Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASr; WAS NOT L.; N/A^ Performed in accordance with DSA/OSHPD/PROJECT approved documents, cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Veather: SiflQature of Special Inspector Print Name Certification / Verified by:. • • • • • • • • • 2.198 San Diego Avemie, San Diego, California, 921 10 N O G L E ONUFER ASSOCIATES ARCHITECTS Telephone; (619)297-8066 FAX; (619)297-80.^5 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 concem, 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 ^ CiTY OF PLAN CHECK Community & Economic ^ CiTY OF REVIEW Development Department 1635 Faraciay Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 ww/w.carlsbadca.gov DATE:06/07/13 PROJECT NAME: GRAND PACIFIC RESORTS INC PROJECT ID: CB13-1319 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1590 MARBRISACR VILLA58 APN: 211-131-07 VALUATIONix TIMESHARES VILLA 58 This plan checkreyiew is complete and has been APPROVED by the ENGINEERING Division. BV: lc A Final Inspection by the Division is requireci ves / No X 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 You may also have corrections from one or more ofthe dMslons listed below. Approval from these cf/v/s/ons may be required prior to the issmme of a building perrrrit Resubmitted plans should include corrections from all divisions. For questions or clarifications on tiie attaciied clnecl<list please contact tiie following reviewer as marl<ed: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Ciiris.Sexton@carlsbadca.fiov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Gn ^ . yjin 7f30-602--4663 Grefiorv.Rvan@carlsbadca.gov Gffia RUIZ 760-602-4675 Gina.Rulz@carlsbadca.fiov Lfricia Ontiveros 760-602-2773 Linda.Ontiveros@carisbadca.fiov Ciriciy Wo.iig 760-602-4662 Cvnthla.Wonfi@carlsbadca.fiov Dominic Fieri 760-602-4664 Domlnic.Fierl@carlsbadca.gov Remarks: Set# STOP! Please Any outstanding issues will be marked with X • 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: /;;; / North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets / Driveway widths / Existing or proposed sewer lateral / Existing or proposed water sen/ice Submit on signed approved pians: DWG No. ON SIGNED PLANS Show on site plan: 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". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. ; Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / Legal description/lot nunnber For commercial/Industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: IVI 15332 Subdivision/Tract: CARLSBAD RANCH Reference No(s): DWG 458-9 E-36 Page 2 of 6 REV 6/01/12 Set# 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no. 3. DEDICATION REQUIREMENTS CT 03-02 / i Dedication for ail street rights-of-way adjacent to the building site and any storm drain or utility easements on the buiiding site is required for all new buildings and for remodels with a value at or exceeding $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS DWG 458-9 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. j Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad IVIunicipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441 00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: E-36 Page 3 of 6 REV 6/30/10 Set# 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. GR 11-30 Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The qradina permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS N/A RIGHT-OF-WAY PERIVIIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: E-36 Page 4 of 6 REV 6/01/12 Set# 1 SWll-41 SWMP 11-15 7. STORM WATER Construction Compliance / i Project Threat Assessment Form complete. \ Enclosed Project Threat Assessment Form incomplete. / Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) \ Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSIViP) Compliance 7 : Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line ; Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape \ Other: E-36 Page 5 of 6 REV 6/01/12 Set# 1 9. WATER METER REVIEW Domestic (potable) Use What size meter is required? FYI iFYI 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 %". 8. FEES 7 Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility /j Fire sprinklers required /yes Upgrade yes No fees required yes J ] yes J yes no (no j no •no no (is addition over 150' from center line) no 10. Additional Comments Attaciiments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Application/Info. Reference Documents Ea REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by; 06/07/13 Date: 06/07/13 Address: 1590 MARBRISA CR VILLA 58 Fees Update by: KML Date: 06/07/13 Fees Update by: GEO DATA: LFMZ: / B&T: Bldg. Permit #: CB13-1319 Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: TIMESHARES Types of Use; Types of Use: Types of Use: Sq.Ft/Units 12 UNITS Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's EDU's EDU's EDU's 12 Sq.Ft./Units 12 UNITS X 8 Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units Types of Use: TIMESHARES Types of Use: Types of Use: Types of Use: FEES REQUIRED: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) 1. PARK-IN-LIEU FEE: mi QUADRANT NE QUADRANT ISE QUADARANT • ADT's ADT's ADT's ADT's 96 X ADT'S/UNITS: X FEE/ADT: 2. TRAFFIC IMPACT FEE: ADT'S/UNITS: 96 3. BRIDGE & THOROUGHFARE FEE:' ADT'S/UNITS: 96 j< 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 17642 . 5. SEWER FEE EDU's 12 BENEFIT AREA: EDU's IX 6. DRAINAGE FEES; PLDA; ACRES: IX 7. POTABLE WATER FEES; 1.5" MTR CODE =$ N/A i NO SW QUADRANT • FEE/ADT: 95ea \ IDIST. #1 FEE/ADT: 188 ZONE: 13 FEE/SQ.FT./UNIT: X FEE/EDU: 842 =$ 9,120 D1ST.#2 =$ 18,048./ 0' / DIST.#3 .40 UNITS 1 D1.5 FEE/EDU: I jHIGH FEE/AC: CONN. FEE 15088 MED METER FEE 646 =$ 7,056.80 =$ 10,104 =$ UM =$ L^-1 LOW • • SDCWA FEE 13,476 TOTAL $29,210 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: {Vrr^i A . .\ PROJECT ID ^ t •cr DATE: .GRADING PERMIT NO. Uc?<33o LOTS REQUESTED FOR RELEASE: N/A = NOT APPLICABLE >/ = COMPLETE 1st 2nd. y y 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8t4" X 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted vi/ith a previous partial release, a letter from soils engineer referencing the soils report and Identifying specific lots for release shall accompany subsequent partial releases). 7. 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) ofthe approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. Partial release of grading forthe above stated lots is approved for the purpose of building permit issuance. Issuance of building pemnits is still subject to all nomnat City requirements required pursuant to the building permit process. Partial release of the site is denied forthe following reasons: project Inspector i-C^stftilSBon Manager Date Difte / K V\ MASrEB • TOR KEVIEWAIaet roiw li» rm w IloclagnmflPiva FuatOsa OntrMul Sue Rctau hm tm (^j*'-' CITYOF ^ CARLSBAD Community & Economic Development www.carisbadca.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 69 indicate that a VA" meter is needed for each villa. The project improvement plans show a total of five, VA" 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 428-9F to show the additional required 2" service laterals and VA" meters. Should you have any questions or need additional information, please feel free to call or e-mail. Sincerely, Glen K. Van Peski, P.E. City Engineer Attachment: Dwg. 428-9F: Public Improvement Plan Carlsbad Ranch, P.A. No. 5; Marbrisa Phase 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 Mmt 1535 Faraday Ave. I Carlsbad, CA 92008 I 760-602-2740 I 760-602-1052 fax Raenelle Abbey Tot Dan Talant Cct Glen Van Pesbi; Kathleen Lawrence; Dominic Fieri; Mike Peterson lubjecit RE: Villas 58 & 70 at Marbrissa Cr Dan, 1 just went and checked with the Engineering and Fire Departments. There are other issues besides the pad 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 A ^ CITY Of CAR LSBAD Raenette Abbey Building Technician Building Division City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 raenette.abbev@carlsbadca.gov From: Dan Talant [mailtoidant^noaainc.com] Sent: Monday, July 22, 2013 7:17 AM To: Raenette 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. 1 already received email approval from planning in early June. I know you emailed me on June 12*^ 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. 1 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(p)carlsbadca.qov1 Sent: Thursday, June 13, 2013 10:17 AM To: Dan Talant Subject: Villas 58 & 70 at Marbrissa Cr Hello Dan, Attached are copies ofthe 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 ^ CITV OF CARLSBAD Raenette Abbey Building Technician Building Division City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 raenette.abbey(5)ca rlsbadca.gov No vims found in this message. Checked by AVG - www^.avg.com Version: 2013.0.3349 / Virus Database: 3204/6477 - Release Date: 07/09/13 Intemal Vims Database is out of date. STORM WATER Development Services CITY OF CARLSBAD COMPUANCE Building Division CITY OF CARLSBAD ASSESSMENT B-24 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type(s) of construction permit: • Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Ciiteria • My project qualifies as NO THREAT and is exempt from the requirement to prepare a stonn water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Wori<sheet for Detennination of Construction SWPPP Tier Level. My project does not meet any ofthe High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteiia ^( My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt pemiit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor constmction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). T'/ef2 - Moderate Threat Assessment Criteiia • My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Carisbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated constnjction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more ofthe additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area Is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain Inlet, an open drainage channel or watercourse, and/or • Constmction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tiers - Significant Threat Assessment Criteria • My project Includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any dissociated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or or My project Is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, refueling and maintenance areas: or, • My project Is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-stonn water discharge(s). / certify to the best of my knowledge that the above checked statements are tme and correct, t understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must st/// adhere to, and at all times during construction activities for the permit type{s) check above comply with the storm water best management practices pursuant to Title 15 of the Cartsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Constmction SWPPP Tier Level is warranted. Project Address: Assessor Parcel No. rer's AutliorizedAflf nt Name: Owner/Owner's Auttiorized Agent Signature: Title: Date: CltyCpnturrence: rVES a NO ) B-24 Page 1 of 1 Rev.03/09 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.SOV DATE: 06/03/13 PROJECT NAME: IVIARBRISA PROJECT ID: SDP 03-02 PLAN CHECK NO: 13-1319 SET#: 1 ADDRESS: 1590 MARBRISA CIRCLE APN: 211-131-07-00 3 This plan check review Is complete and has been APPROVED by the PLANNING Division. By: CHRISTER WESTIVIAN A Final Inspection by the PLANNING Division is required ^ Yes • No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. • This plan check review is NOT COMPLETE, Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: dant@noaamc.com For questions or clarifications on the attached checklist please contact the following reviewer as mari^ed: PLANNiNG 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Christer Westman 760-602-4614 Christer.Westman@carlsbadca.gov 1 1 Katiileen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 13-1319 Address 1590 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: njfi 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 #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action • • • Environmental Review Required: YES IXI NO Fl TYPE MIT NEG DEC DATE OF COMPLETION: 09/01/04 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: • • • Discretionary Action Required: YES IEI NO • TYPE SDP APPROVAL/RESO. NO. 5686-5691 DATE 09/01/04 PROJECT NO. SDP 03-02 OTHER RELATED CASES: CT 03-02/CDP 03-04/PUD 03-01/CUP 03-01/HDP 03-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • D n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES El NO • CA Coastal Commission Authority? YES • NO El If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): CDP 03-04 APPROVED 09/01/04 • • • Habitat Management Plan Data Entry Completed? YES • NO • 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!) inclusionary Housing Fee required: YES • NO ^ (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • • Housing Tracking Form (form P-20) completed: YES • NOD N/A |3 p-28 Page 2 of 3 07/11 Site Plan: • • • 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 ail side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines • • • 1. Applicability: YES • NO • • • • 2. Project complies: YES • NOQ Zoning: • • • • • • • • • • • • • • • • • • 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required. Required Required. Required Required 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear- Structure separation: 3. Lot Coverage: Required. Required. Required. Required Required. Required. Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 4. Height: 5. Parking: Required MAX 35 Shown MAX 34 Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER CHRISTER WESTMAN DATE 06/03/13 p-28 Page 3 of 3 07/11 ^ CITY OF CARLSBAD PLAN CHECK BLDG. I^EP1oiC^iRJ4 Economic ppw|pi«f Development Department V IC VV >;•. ^g35 paraday Avenue TRANSMITTAL carisbad CA 92008 www.carlsbadca.gov DATE: 8-1-13 PROJECT NAME: Villa 58 PROJECT ID: PLAN CHECK NO: CB131319 SET#: I ADDRESS: 1590 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 |^ Yes • 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 Usted 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 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.^ov Q Greg Ryan 760-602-4663 Gregorv.RYan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • X Dominic Fieri 760-602-4664 Domlnic.Fieri@carlsbadca.gov Remarks: Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: COMMIND , HOTEL Date of Report: 08-01-2013 Reviewed by: Name: DAN TALANT Address: 1220 ROSECRANS STREET BOX 329 SAN DIEGO CA 92106 Permit #: CB131319 Job Name: GRAND PACIFIC/MARBRISA RESORTS Job Address: 1590 MARBRISA CR CBAD IjHCOIMPLETE Tho itom you havo oubmittod for roviow io inoomploto. At thio time, thio offioo oannot .f^orpfiilly Q11 r-ntnmpnto attQ^VipH PIPCICP rPfiihmit tV.P na^arror^f plnr.n n n ^ ^ i. .|i • .ifi . .*! n iin ...ifU nU - ii ii^ 11 1 1 i illl- to thio offloo forjoyiow and appi'0¥al. • • CouJitiutff^ Cond: CON0006535 [MET] APPROVED: 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 CORRECTION LIST DEPT COPY RECOMMENDED APPROVAL WITH CONDITIO See one (1) condition on Sheet E-3.1 Page: 1 of 2 Daryl K. James & Associates, Inc. Re-Checked By: Robert Salqado Plan Check Date: 06/04/2013 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 58 PROJECT ADDRESS: 1590 Marbrisa Circle PROJECT DESCRIPTION: CB13-1319 - New construction of 12 timeshare units: Ground up Type V-B Fully Sprinkled, 3-story, R-2 occupancy, with and overall building area of 17,642 SQ/FT. The design and construction ofthe building will include exterior exit balconies/walkways that will sen/e 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: RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES 1. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. 2. Provide a written response following each comment, On This Correction List, explaining how and where you've addressed each plan review comment. 3. Provide a copy of Building Department (EsGII) comments. Input fire revisions onto the Building Dept. plan check. 4. If obtained, please email a copy of comments from Esgil to: flsreview_lnspection@roadrunner.com 5. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_in8pectlon@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISED PLANS, WITH NOTES TO COMMENTS, DIRECTLY TO: Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 FIRE AND LIFE SAFETY COMMENTS fnon-structural plan review): SHEET E-3.1. ELECTRICAL TYPICAL UNIT. PANELS. SINGLE LINE: 1) •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 BURKETT&V<)NG Engn C.Colvin ENGINEERS Structural Engineering • Civil Engineering • Surveying • LandPlanning 3434 Fourth Ave. San Diego, CA 92103 Phone (619) 299-5550 • Fax (619) 299-9934 job No: 11132A.5.00 www.burkett-wong.com • info@burkett-wong.com STRUCTURAL CALCULATIONS FOR CARLSBAD RANCH RESORT VILLA 58 CARLSBAD, CA NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, OA 92110 Basis of Design O BURKETT&WONG ENGINEERS Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (619) 299-5550 • Fax (619) 299-9934 Location: Carlsbad Ranch Resort Date: IVlay 13,2013 Carlsbad, CA Project Villa 58 Job No: 11132A.5.00 A. REFERENCE CRITERIA 2010 California Building Code and its references B. MATERIALS Concrete Reinforcing Steel Structural Steel C. INTENT OF DESIGN F'C= 3000 PSI, UON Grade 60 A992, Gr. 60, UON This structure is identical to 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 58. 0 BURKETT&WONG ENGINEERS TABLE OF CONTENTS VILLA 58 DATE- MAY 2013 ENGINEER- C.COLVIN JOB No. 11132A.S.00 DESIGN LOADS JOISTS WALLS /POSTS LATERAL ANALYSIS/DRAGS AND CHORD PERFORATED SHEAR WALLS GRADE BEAMS BEAM LAYOUT SCHEMATIC PERFORATED SLEEL PLATE Al B1-B13 C1-C13 D1-D13 D14-D21 E1-E6 E7-E9 1-21 # BURKETT&WONG „.„. A DATE ...... ENGINEERS ENGR Jrif±r: —.. •-Od V" li 2.7 'a. ! Dps' (>. Q 2 :S 2-.^ Boise Cascade Single 9-1/2" BCI® 6500-1.8 DF BC CALC© 3.0 Design Report - US Build 517 Name f .-jress' City, State, Zip:, Customer; Code reports: ESR-1336 1 span I No cantilevers \ 0/12 stope 24 OCS I Non-Repetitive 1 Glued & nailed constaictfor^ File Name; Villa 68 Description: Typ BCt Floor Joist Specifier: Designer: Company: Misc: Joist\Typ BCI Floor Joist Monday. September 19. 2011 • » T < •* T * ¥ T,* * * -* T, ,...T 't tm 81.3-1/2" LL 530 Ibs OL 530 Ibs eo. 3-1,'2" LL 530 Its OL 530 Ibs Total Horizontal Product Length = 13-03-00 Live Dead Load Summary Tag Description Load Type R»f, Start End 100% 9S% 1 Standard Load Unf Area (psf) L 00-00-00 13-03-00 40 40 Controls Summary Vatue % Allowabts Duration Cas« 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 Ibs 64.3% 100% 1 1 - Left Totai Load Defl. L/369 {0.416") 65,0% 1 1 Load DeP. U739 (0,208") 48.7% 1 1 . . Defi, 0.416" 41.6% 1 1 Span / Depth 16.2 n/a 1 Allow % Allow Bearing Supports Dim. (L X W) Vatue Support Menfiber NlateriBt BO Wall/Plate 3-1/2" X 2-9/15" 1,060 lbs n/a n/a Unspecified Bl Wall/Piate 3-1/2" X 2-9/16" 1.060 Ibs n/a n/a Unspecified Notes Snow Vt^ind 115% 133% Roof Live 125% ocs uesign meets uoae minimum {uz-^\}) i otai loao oerieciion cntena Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite Et value based on 23/32" thick sheathing glued and nailed to joist. 24 Disclosure Compieleness and accuracy of input must be verifieCt by anyone who would rely on output as ©videnc* of suitability for particular application. Ou^ut hem basetJ on byiicting code-accepted des^n properties and artalysis methods, Instalfalion of BOfS£ engineei»d «ood products mu$t t» in accordance with current Installation Guide and applicabie building codes. To obtain Installation Guide or asK questions, please call (800)232-07S8 before instailatior*. BC CALC®, BC FRAMER® , AJS~. ALLJOIST®, 80 RIM BOARD™. SCI®. BOISE GLULAy«. SIMPLE FRAMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®. VERSA-EIM®. VERSA-STRANDi:', VERSA-STUD® af» trademarks of Boise Cascade Wool Products L-t,C. Page 1 of 1 Typ Deck Floor Jots! 1 1/2" X 5 1/2" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c * THJS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ef ? fi] f'l•(XhKt f>i.Kji,>ft» is CMicepitiMi. LOADS Analysis ss for a JoisI Memtjer Prffiiary Load Group - Residential - Living Areas (psf): 40 0 Live at ?00 % duration, 39,0 Dead SUPPORTS: Input Bearing Vertical Reactions {lbs) Detail Other Width Length Live/Dead/Upliftrr otal f Stud wal! 3 50" 3,50" 240 / 234 / 0,'474 By Others None 2 Stud wall 3,50" 3 so -240/234/0/474 By Others None DESIGN CONTROLS: Maximum Design Control ReSiilt Location Shea; ihs) 441 -356 900 Passed (36%) Ri snd Span 1 under Floor loading Vertical Reaclion iibs'i 441 441 2231 Passed {20%) Bearing 2 under Floor loading Moment (Ft-Lbs) 616 B16 824 Passed (75%) MID Span 1 under Floor toadmg Live Load Defl (sn) 0,053 0.186 Passed (Um9*} MID Span 1 under Floor loading Total Load Defi (tri) 0,104 0,279 Passed (L/6451 MID Spar, 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360.TL:L;240), -Allowable moment was increased for repetitive member usage, -BraangfLu) All compression edges {lop ar^d bottom) must be braced at 6' o/c unless detailed othenwse Proper attachrtient and positioning of lateral bracing is required to achieve memtter stability, -The allowable shear stress {Fv) has not baen increased doe to the potential of splits, cfiecks and shakes. See NDS for appiicabiBty of increase ADDiTtONAL NOTES: • IMPORTANT! Tbe analysis presented is output from software developed by iLevel®, iLeveW warrants the sizmg of its products by this software will be accomplished tn accordance wifh iLeveli: product design criteria and code accepted design vatues Tbe specific produd application, input design loads, and staled dmensions have tseefi provided by the software user This output has nol t»en reviewed by an iLevel® Associate -Not all products are readily available. Ctieck with your supplier or iLevel® technical representative for product availability •THIS ANALYSIS FOR iLevel® PRODUCTS ONLYi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodolc^y -Allowable Stress Design methodology was used for Buslding Code IBC analyzing the sohd sawn lumber material listed aix>ve. PROJECT iNFORMATION: Villa 53 OPERATOR INFORMATION: Burttett&Wong Eng Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 DF BC CALC® 3.0 Design Report - US Build 517 Name, /-xudress: City, State, Zip:. Customer: Code reports: ESR-1C540 1 span I No cantilevers | 0/12 slope 04-00-00 OCS Fite Name: Villa 68 Description: FB02 Specifier: Designer; Company: Misc: Floor Header\FB02 Monday. September 19. 2011 S -y * * * V V w. *„, BO 3-1/2" LL 3.702 lbs DL 1 576 lbs 10-00-00 I 81.3-1/2" LL 2.698 Ibs DL 1.176 Ibs Total Horizontal Product Length = 10-00-00 Load Summary Tag De8criptior> Load Type Ref, Start End Uve 100% Oead 90% Snow Wma Roo* Live OCS 115% 133% ns% Standard Load Unf Area (psf) L 00-00-00 10-00-00 100 40 Unf. Lin, (ptf) L 00-00-00 06-00-00 400 160 Controls Summary Vatye % Allowable Duration Case Span Pos. Moment 11.049 ft-lbs 79.2% 100% 1 1 - Intemal End Shear 4.044 lbs 64.0% 100% 1 1 - Left Total Load Defl. L/323 (0.355") 74.4% 1 1 Load Defl. L/461 (0.248") 78,1% 1 1 . „xDefl. 0.355" 35.5% 1 1 Span / Depth 12.1 n/a 1 % Allow % Allow Bearmg Supports Dim. (L X W) Value Support Member Material 80 Post 3-1/2" X 3-1/2" 5,278 Ibs n/a 57.5% Unspecified 81 Post 3-1/2" X 3-1/2" 3,873 lbs n/a 42,2% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Uve toad deflection criteria. Design meets arbitrary (T) Maximum load deflection criteria. 04-00-00 n/a Disctosure Completeness and accuracy of input must be verified by anyorse who would rely on output as evidencs of suitability for particular application, Output here based on building code-accepted design properties arxJ analysis mettsods. Installation of BOISE engineered wood products must be in accordance wth cumsnt Installation Guide and applicable building txides. To obtain Installation Guide or ask questions, please call (800)232-0788 before installafion. BC CALC®, BC FRAMER® , AJS™. ALLJOIST® . BC RIM BOARD™. BCI® . BOISE GLULAI^*. SIMPLE FRAMlt'lG SYSTEM®, VERSA-UM®, VERSA-RIM PLUS®. VERSA-RIM®. '•/EnSA-STHAHm, VERSA-STUTO are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 Typ header at dec* - 9'-6" 5 1/2" X 7 1/2" 1.6E Solid Sawn Douglas Fir #1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • r 6"- U f'toilmt BtMftmt IS CoiKe|)itiul. LOADS: Analysis is for a Header (Flusb Beam! Member. Tributary Load Width: 4' Prirtiary Load Groyp - Residential - Living Areas Ipsf): 60.0 Live at 100 % duration. 40,0 Dead SUPPORTS: 1 Stud wall 2 Stud wall input Bearing Vertical Reactions (Ibs) Detail Other Width Length Livc/Desd/Uplift/Total 3 50" 1,50" 1140 / 807 / 0/1947 By Ottiers None 3.50" 150" 1140/807/0/1947 By Others None DESIGN CONTROLS: MaKimum Design Shear {foss 1878 -1571 Moment (Ft-Lbs) 4304 4304 Lrve Load Defl {mj 0 123 Total Load Oefl tin] 0 210 Control 4675 5801 0.306 0458 Result Location Passed (34%) Rt, end Span 1 under Floor loading Passed (74%) d/IID Span 1 under Floor loading Passed (L/893) MID Span 1 under Floor loading Passed (L,'523| MID Span 1 under Floor loading Deflection Criteria: STANDARD|LL;L/360,TL:Lr240) •BfacirigCLoj. All compression edges (lop and bottom) must be braced at 9' 6" o/c unless detailed otherwise. Proper attachment and positioning of iaierai 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 oy^sut from sottware developed by iLeveft, iLevel® warrants the siring of its products by this software will be accwnplisbed m accordance with iLevei® product design criteria arsd code accepted design values. The specrfic product appfication, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveWS Associate -Not all products are readily available Checis witti your supplier or ileveNS iechriical representative for product availability •THIS ANALYSiS FOR iLeve® PRODUCTS ONLY' PRODUCT SUBSTITUTlOf^S VOIDS THIS ANALYSIS Solid sawrs lumtjet analysis m m accordance with 2001 NDS niefhodology -Allowable Stress Design metljodotogy was used for Buildmg Code IBC analyzing the sohd sawn lumber material listed above PROaeCT INFORMATION: Ciarlsbao Rancri Villa 53 OPERATOR INFORHgATIOH: Burkeit&Wong Eng Header ai Ext walk 5'-0" 3 1/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS USTED PiothKt l>Mp*m is «.>rwej«ii.»l. LOADS: Analysis is lor a Header (Flush Beam} Member. Tritjulaty Load Width 4' Primary Load Group - Residential - Living At«as {psf) 100 0 Live at 100 % duration, 40.0 Dead SUPPORTS: 1 Stud wail 2 Stud wall Input Bearing Vertkal Reactions {li>*> Detail Other Width Lengtti Live/Dead/UplittrTotal 3 50" 1,50" 1000 / 415 / 0/1415 By Others None 3,50" 1.50" 1(M0/4l5/0/1415 By Others None DEStGN CONTROLS: Maximum Shear (lbs) 1321 ftlomefJt (Ft-Lbs) 1541 Live Load Defi (in) Tola! Load Defi (tn) -908 1641 0.024 0034 Control Result Locafion 3045 Passed {30%) Rt end Span 1 under Floor loading 2906 Passed (53%) MID Span 1 under Floor loading 0.156 Passed !L/99S+;i MID Span 1 under Floor loading 0.233 Passed (L'999») MIO Span 1 under Floor loading Deflectiori Criteria: STANDARO(LL:L/360,TL:L/240) Additional checks follow •TL.0313" -BracinglLy): All compression edges (top and bottom) must be braced at 6' o/c unless detailed othemrise. Proper attachment and positioning of lateral bracing is required to achieve memtier stability -The allowable shear stress (Fvj f^as not been increased due to the potential of spWs. checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -iMPORTANTi The analysis presented is output from software developed by iLevel® iLeve® warrants the sizing of its products by this software will he accomplished in accordance with ILevel® product des^n critena and code accepted design values. The specific pr^^uct application, input design loads. ar)d stated dimensions have been provided by the software user. This output has not been reviewed by an iLevsW Associate -Not all products are readifj' available. Check with your supplier or iLeveNS technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, Solid sawn lumber analysis is m accordance with 2D01 NDS methodology -Allowable Stress Design niethotiology was used for Building Code IBC analyzing the solid sawn lumber material listed above PROJECT INFORMATION: Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng I Boise CascasJe Single 3-1/2" x 9-1/4" VERSA-LAM® 2.0 3100 DF BC CALC® 30 Design Report - US Build 517 Name: , .vidress: City, State, Zip:, Customer: Code reports: ESR-1040 1 span I No cantilevers | 0/12 slope 04-00-00 OCS Fite Name: Villa 68 Desaiption: FB06 Specifier: Designer: Company: Misc: Floor HeadertFBOS Monday. September 19, 2011 BO, 3-t,r2" LL 1,600 Ibs DL 673 lbs 08-00-Cffi Bl. 3-1/2- LL 1,500 lbs DL 6T3 lbs Total Horutontal Product Length = 08-00-00 Load Summary T»g Dwtcrlption L oa d Ty pe Ref. Start End Live 100% Dead 90% Snow Wind 115% 133% Roof Uva 125% OCS 1 standard Load Unf. Area (psf) L 00-00-00 08-00-00 100 40 Controls Summary Value % Allowable Duration Case Span Pos, Moment 4.041 ft-lbs 30.4% 100% 1 1 - Internal End Shear 1,669 lbs 27,1% 100% 1 1 - Left Total Load Defl. Ul.010(0.09") 23.8% 1 1 Live Load Defl. U1.435 (0.063") 25.1% 1 1 < Defl 0.09" 9,0% 1 1 jn 1 Depth 9.8 n/a 1 % Allow % Allow Bearmg Supports Dim. <L X m Value Support Member Ma^rial BO Post 3-1/2" X 3-1/2" 2.273 Ibs n/a 24 7% Unspecified Bl Post 3-1/2" X 3-1/2" 2.273 Ibs n/a 24.7% Unspecified Notes Design meets Code minimum (L/240) Total toad deflection criteria. Design meets Code minimum (L/360) Live toad deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. 04-00-00 Disclosure Completeness and accuracy of input must be verified by anyone vi*o would rely on output as evidence of suitability for particular application. Output here basied on building code-ac<»pted design properties and analysis ffiethods. Installation of BOISE engineered wood products must be in accordant* with current Installation Guide and applicable building codiss. To obtain Installation Guide or ask questions, please call (800)232-0768 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 Irademarks of Boise Cascade Wood Products L.L,C, Page 1 of 1 BolM! Csseade BC CALC® 3,0 Design Report - US Build 517 Name: , .^Jress: City, State. Zip:, Customer Code reports: ESR-1040 Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 DF 1 span I No cantilevers | 0/12 slope Floor Beam\FB06 Monday, September 19. 2011 File Name: Villa 58 Description: FB06 Specifier: Designer: Company Misc BO 3-1/2" LL 2,500 Ibs OL 2,543 Ibs 10-00-00 81, 3-1.7- LL 2,500 lbs OL 2.543 lbs Total Horizontal Product Length = 10-00-00 Load Summary Ta3 Description Load Type Rel Start End Live Dead 100% 90% 1 Standard Load Unf, Area (psf) L 00-00-00 10-00-00 40 40 Controls Summary Value % Allowable Duration Case S]»an Pos. Moment End Shear Total Load Defl. Live Load Defi, <Defl. jn / Depth 11,478 ft-lbs 3,950 ibs L/304 (0,376") L/614 (0 185") 0 376" 12,1 82,2% 62.5% 78,8% 586% 37.6% n/a 100% 100% 1 1 1 1 1 1 - Internal 1 - Left 1 1 1 1 Bearing Supports Dim. (L X m Value % Allow Support % Allow Memtier Material BO Post 81 Post 3-1/2" X 3-1/2" 3-1/2" X 3-1/2" 5,043 Ibs 5.043 Ibs n/a n/a 54.9% Unspecified 54 9% Unspecified Notes Snow Wind 115% 133% Roof tive 125% Trib. uesign meets uooe mininiurti tuz^u; i mm loau uetiecuori citieiia Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary {1") Maximum load deflection criteria. 12-06-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particuiar 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 Quide and applicable boiidirq codes. To obtain Installation Guide Of ask questions, please call ($00)232-0788 before installation, BC CALC®. BC FRAMER* , AJS™, ALUOISTft . BC RIM BOARD^, BCI#, BOISE GLULAM «. SIMPLE FRAMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIWW. veRSA-STRANO«, VERSA-STUD® are trademarks of Boise Cascade Wood Products L,L,C. Page 1 of l Party wall header 3'-0" 5 1/2" X 5 1/2" i.6E Solid Sawn Douglas Fir #1 •mwmo THIS PRODUCT WEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis rs for a Header ifimh Beam) Member Tributary Load Width 25' 6" Primary Load Group - Residential - Living Areas (psf) 40 0 Live at lOO % duration, 25,0 Dead, 16 0 Partition SUPPORTS: Input Bearing Width Lmgm 1 Stud wail 3 50" 150" 2 Stud wail 3 50" l .SO"' Vertical Reactions (lbs) Live/DeadrUpllft/Total 1530/1541 / 0 / 3071 1630/1541 / 0/3071 Detail Other By Others None By Others None DESIGN CONTROLS: Maximum Shear ilbs) 2730 Moment (Ft-Lbs) 1820 Live load Defi im'j Total Load Dsf! on) Design Control Result -1536 3426 Passed (4S%) 1820 3120 Passed (58%) O OW 0.089 Passed (i,r99$-ri 0,01,9 0.133 Passed (L/999+) Additional checks follow Location Rt end Span 1 under Floor loading MIO Span 1 under Floor loading MID Span 1 unoer Floor loading MID Span 1 under Floor loading •Oefiectio.n Cnferia STANDARD{LL L/360,TL t.'240). -TL D313" -BracingiLu) Al! compression edges flop and bottom) must be braced at 3" o/c uniess detailed otherwise Proper attachment and positioning of lateral bracing is reciuired to achieve member stability -The allowable shear stress (Fv) has not been increaseci due to the potential of splits, checks and shakes. See NDS for applcabtltty oi increase ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveW. ilevel® warrants the sizing of its products by this software wili be accomplished in accordance with iLevel® product design critena and code accepted design values The spedfic product application, input design toads, ar?d stated dimensions have been provided Isy the software user. This output has not been reviewed by an iLeve® Associate -No! aii products are readily available. Check with your supplier or iLevel® technical representative fer product availability. • THIS ,At-4ALYS!S FOR iLeveW PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, Solid sawn lumber analysts is in accordance with 2001 NDS metnodology -Allowable Stress Design meihodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORftaATION: Carlsbad Ranch Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng DATE, ENGR. ENGINEERS PROIECT SH£ET_ JOB NO. _5l 1 ^ T: € « » BWE 0l£0 Curved Beam Villa 68 SK-1 Aug 26. 2011 at 11:10 AM balcony curved support. r3d B M BWE CEC Curved Beam Villa 68 SK-2 Aug 26, 2011 at 11:10 AM balcony curv«i support, r3d "Z— Company Designer Job Number BWE CEC Curved Beam Villa 68 Aug 26 2011 11:14 AM Checked By:. Basic Load Cases BLC Desffipiim DL LL... Cttesory X.,,Gravity.......,y,,{3r8vtty. None i 4. „ None 1 Z Qravity , Joint P.sibt .fiislribtited Area{Me SurfaceCE,., Joint Label X.Ik,/in] YiWin} Z [k/inj 1 Nl Reaction Reaction Reaction 2 N5 Reaction Reaction ( Reaction „ 3 N3 Reaction Reaction 1 Reaction 4 N6 Reaction Reaction 1 Reaction . 5 N10 Reaction Reaction i Reaction 6 . N12 Reaction Reaction i Reaction , 7 N8 Reaction Reaction Reaction 1 8 Nil Reaction Reaction Reaction 1 X Bo.t.lfcffi.r3d],. Y Rpt,ik-ft/radl,. Z RptlK-ft/radj Efiplffis Member AISC 13th(360'05): ASD Steel Code Checks LC Member Shape UC Max ..Laclftj,. Shear UC Loc(ft] Dir Pnc/om {kJ PnVam |k| Mnyy/om .Mnzi'om , Cb Eqn 1 1 M1 HSS8X6X4i ,137 7 984 038 . 8.094 . y 151 354 184 269 31 72 42 129 • '---lb 2 ' M2 HSS8X6X41 137 •• •• .4 038 8-094 . ^ 151 354 1 84,269 31 72 42 129 1.377 Hl-1b : 1 i MS • 6X20 567 12 5 047 25 . y 4 693 126 754 3 787 10 744 ,1 097 Hl-lb 4 . 1 iM HSS8X6X8 322 8 021 037 i 8 021 . y 189 776 250 023 44.811 , 54,728 1,376 Hl-lb 5 : 1 M5 HSS8X6X8 322 8 02-,037 8.021 y 189 776 250 023 44 811 54 728 1 376 Hl-1b labtL. Xlftl mi. Z.|ftJ... ,.Terr?pJFl D§ti5.l?...EEe!Tt Diap,. i 1 i Nl 0 0 0 0 1 2 1 N2 f 0 105 0 0 i 3 N3 ; 25 o 0 0 A, 5 7 10. 11 N5 N6^ N8 Ne N10 MJ N12 25 25 J" 17 8 17 10,5 ...8.. 10 % 4 5 JO f 4 5' -3 5 -3 5 Joint Deflections LC Joint Label Xiin] Y.M Z|ih]. X Rotation [rad] Y Rotation [radl Z Rotation [radj 1 1 i Nl 0 0 0 8 259e-4 0 0 2 1 ^ N2 : 0 0 -069 -2 502e-3 0 ! 0 3 1 : N3 0 0 0 3 259e-4 0 0 4 1 : N4 0 0 - 069 -2 502e-3 0 0 5 1 N5 0 0 0 71 e-3 0 0 6 1 i N6 0 0 0 -1 71 e-3 0 0 i 1 N? 0 - 381 -2 502e-3 1.79e-3 0 8~ 1 N8 0 0 0 -3 014e-3 1.79e-3 i 0 9 1 N9 0 0 -381 -2 502e-3 -1 79e-3 \ 0 10 1 ' N10 0 0 0 ^ -3 014e-3 -1.796-3 i 0 11 1 Nil 0 d 0 0 0 12 1 : N12 0 6 . ' 0 -1 79e-3 0 RISA-3D Version 9 1 0 \ : •CALCS\balcony curved support rSd] Page 1 Company Designer Job Number BWE CEC Curved Beam Villa 68 Aug 26 2011 11:14 AM Checked By:. ...dMBi.B^^tl9.ns...l§y..C^^ , LC JoinlLabel, 1 Nl N,5 X.[k] 0 YW 0 .. Zik! -,721 3.029 MX [l<-ft] 0 MY[k,fii. LOCKED,,,, ,MZft-ft] 0 : 3 1 \ N3 0 \ 0 -,721 : 0 0 0 1 4 1 : N6 i 0 1 0 3,029 1 0 LOCKED 5 1 : N13 0 0 5 152 0 0 6 1 : Nl2 0 -2 212 1 ^ 0 : 7 N8 • 0 0 5 162 0 0 8 1 T Nil 0 0 0 0 ......... 0 9 Totals 0 0 10 516 10 1 \ COG (fli: i X: 12,5 ; V: 10,5 Z: 0 Load Combinations Description Solve PO .. SR. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor iLC Factor BLC Factor D±L Yes Y 1 1 2 1 1 Member Distributed^L^^^ Member Label M3 M3 m DtrectiO" Z z z Start MagntfudelWft,d . .End Magnitude|Wft,d,. Start Lo»tio,o|ft,%j - 168 -168 0 -096 -,096 i 17 - 096 -.096 0 End Locatiof!tft,%J .0 25 •g Member Distributed Loads (BLC 2: LL) Member Label M3 Direction Z Start Magnr,y.de|k.rft,d .£nd Magnitudelkift.d,,, Start Locationift,%] End Locatisn|fl.%l -,14 -.14 ; 0 , 0 M3 M3 •Qi ..zM... -.08 RISA-3D Version 9,1,0 |M:\.,.\,„\„.\CALCS\balcony curbed support.rSd] Page 2 Wood Post Pesign Project: Villa 53 Post: HO-4 Dimensions Height: Shape: S A 6J< 8 W Conditions OnenSalion Top fixity: Bot, fixity Stress tlyr5iHai-€.-:l 61.56 in 41.26 in' 193,36 tn* 10,03 lb/ft major axis pinned pinned OF» No 1 1,33 Job #: 10648A Date: 10/16/2009 Loads PwiiJi Dl, >s»i * mm *jii eccentricity psi Wet service 0 22100 Ibs \bs in 1 00 1200 ' ?*x;al l.i. eccentricily _OJIbs ^Ibs in (lb/ft) (deflection at specified tieight) F, 85 Ft 10C« E 1600000 no Output 0 w„.. 1841,7 ibft 0 P, d/b 22190.2 Mm 13.85 in " 21 62 in" 1.364 0 M,c 1841 67 6815.1 lb.ft 4663,3 lbs 33722,4 lbs. Unity: 0.583 Reactions: Rp««:| 22l90ilbs 205 -205 lbs ibs i^smati lc! 0,052 0015 1,00 ft. or or U 2073 9 U 7083,6 Status: Nofes: .Axial and Bending OK Drift OK Deflection OK No afldrtiona! iaierai mpfion leQuired. (Sib<-2 Stenoernes* ratio of member OK Oefieaion citerM « mm on Uieo maximum for tool WM. and *i« s base.J co 0.051. for tola! deflection m displa-cemem AfiaivHS -does not mAm vw toUowng adiustrnenf factors C. C,, C, See NDS 1997 tor more mformafion DATE. #Bm?KETT&WONe ENGINEERS INGE- PROJECT SHE£T_.,»._,_ JOB NO__ 3r 1^? ^i-^ -111.' r c3 Oct 16. 2009 at 11 09 AM . 1st fir stud imstmg exs r3d Oct 16, 2009 at 11:09 AM 1st fir stud bearing ext.rSd CS Beam: ^1 Shape: 3X4 Materia!: DF Larch Length: 9 ft t Joint: Nl J Joint: N2 Code Check: 0.899 (bending) Report Baseij On 97 Sections Dy in .733 at 0 ft Vy Mz k-ft .084 at 0 ft fa ksi fc NDS 2005 Code Check Max BencJing Check 0.899 Location 4.5 ft Equation 3.9-3 CD Cr 1.3 1 RB Cfu 3-666 1.1 Oz tti -.551 at 4.6 ft .24 at Oft •24 at 9 ft Vz k-ft My k-fl -.54 at 4.5 ft 1.27 at 4.5 ft ft ksi ksi Max Shear Check Location Max Defl Ratio CL 1 CP .236 0.176 (y) Oft U196 (HsL....... Cm Ct CF Fc' .475 1 1 1.15 Ft* 1.121 1 i , "i.5 Fbl' 1.755 1 1 u 1.5 Fb2' 1.931 1 1 1.5 Fv* .234 1 1 E" 1600 1 1 Lb le/d Sway Le-Bending Top Le-Bendirtg Bot Y-Y 2ft 9.6 No Z-Z 9ft 30.857 No 2ft 2ft Oct 16. 2009 at 11:12 AM 1st fir stud bearing ert.rBd Cl Beam M1 Shape; 2X6 Material: DF Larch Length: 9 ft t Joint; Nl J Joint: N2 Dy in Dz m Code Check: 0.614 fbending) Report Based On 97 Sections -.237 at 4.5 ft .733 at Oft Vy .24 at 0 ft -.24 at 9 ft Vz mz k-ft k-ft My k-ft .54 at 4.5 ft ,089 at 0 ft fa kst fc ,857 at 4.5 ft ft ksi ksi -.867 at 4,5 ft NDS 2005 Code Check Max Ending Check 0.614 Location 4.5 ft Equation 3.9-3 CD Cr Fc' Ft' Fbl" Fb2' Fv' E' 1.3 1 RB 7.659 Cfu 1.15 Max Shear Check 0.186 (y) Location 0 ft Max Defl Ratio U456 CL 1 CP .528 (ksi) Cm Ct CF 1.019 1' 1 1.1 .972 1 1 1.3 1-521 1 1 1.3 1 1.749 1 1 1.3 ' .234 i 1 1600 1 1 Lb le/d Sway Y-Y 2ft 16 No Z-Z 9fl 19.6:^ No Le-Bending Top 2 ft Le-Bending Bot 2 ft Oct 16, 2009 at 11:10 AM 1st fir stud bearing mt.rSd cn Oct 16,2009 at 11:10 AM 1st fir stud bearing int.r3d Shape; Material; Length; I Joint: J Joint: Beam: Ml 2X4 DF Larch 9 ft Nl N2 Dy in Dz m Code Check; 0.476 (bending) Report Based On 97 Sections 1 161 at Oft Vy k Vz k-ft Mz k-ft My k-ft .221 at 0 ft fa fc ksi ft kst ksi NDS 2005 Code Check Max Bending Check 0.476 Location 0 ft Equation 3.6.3 CD 1 RB 4.32 Cr 1 Cfu 1.1 Fc' Ff Fb1' Fb2' Fv' E' Max Shear Check Location Max Defi Ratio CL CP 1 .269 (ksi) Cm Ct CF .464 1 1 1.15 1.013 1 1 1.5 1.5 1 1 1.5 1.65 1 1 1.S .18 1 1 1700 I, 1 1 0.000 (z) Oft U10000 Y-Y Z-2 Lb 4 ft 9 ft le/d 32 30.857 Sway No No Le-Bending Top 1 ft Le-Bending Bot 1 ft Oct 16, 2009at 11:11 AM 2nd fir stn.') ijearing ext r3d Oct 15. 2009 at 11:11 AM 2nd flf stud beanng ext r3d CO Beam: Shape: Material: Length: I Joint; J Joint; M1 2X4 DF Larch Sft Nl N2 Dy in Dz m Code Check; 0.594 (bending) Report Based On 97 Sections 1,447 at Oft Vy Vz 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 Location 0 ft Equation 3.6.3 RB 4,32 Cfti 1.1 Cm CD 1 Cr 1 Fc' Ft' Fbf Fb2' Fv' E' .464 1.013 1.5 .. 1.65 1700 Ct Max Shear Check Location Max Defl Ratio CL 1 CP .269 CF 1 1 1.15 1 1 1.5 1 f 1.5 1 ! t 1.5 1 11- 1 1 0.000 (z) Oft U10000 Lb le/d Sway Le-Bending Top Le-Bending Bot Y-Y 4ft 32 No Z-2 9ft 30.857 No 1ft 1 ft ©BURKETT&WONG SHEEl, PL C is : -r?* . c' - 1^ r If du.. -::^~/ . 1 [viW^;:). -( i-Jl' wi ^< »H. 1 ) J/- J \H.I3^ l"^'" ; - -/vT"*" lb, T^-'- 71.1 '- '"^ wi.# Wi • ,£.M D;c^-^ 0.'" t 5>? ^i»-^-t;"<i ^vr«-r- DATE i'KOitCT # BURKETT&WOt^ ENGiNEEf?S SHEET.. DZ i08 NO . 1: rj 0...~34l. 0,^t'( L- - 0 • V %fk^ ' '^^^•S'''^ .Wi 7/.34 ir'.i. ^ 1 ^0 <'.*<-»X - k K/W 4 7 (Z H \ <2 w»- i i 0- t \ <2 w»-. ^ 1 0 1 i . DAr£ ENGI?.. PROJtCt BURKETT&WONG ^ ENGINEERS SHEET. iOB NO. pb cE) •1 S" >1) 1 i" (0 .( 1 £• P ^ ^ -) '^ *\ U : k v I, L / 5 ts. \ J #BURKETT&WONG DATE. ENGR. PROJECT ^ 1 P T-"^ n . ittS- 12.^5 " SHEET JOB NO.. ROOF Total Area Force/Fioor (k) Total length of wall Fv 0.162 i ( <•/ Vu This level Net forces Min force Design Force Line A trib t-^^^^ ... /ftAo^ Fo^ce (k) Shear/ft wa (n^ Shear/ft Shear/ft Shear/ft 0 0 0 B 328 3:0 15 200 200 271 271 C 429.4 3,9 12 327 327 271 327 D 355.3 3,2 14 232 232 271 271 E 429.4 3.9 15 261 281 271 271 F 474.9 4.3 12 361 361 271 361 G 446.26 4,1 13 313 313 271 313 H 474.9 4.3 12 361 361 271 361 1 429^4 3.9 15 261 261 271 271 J 355.3 3.2 14 232 232 271 • 271 K 429.4 3,9 13 301 301 271 301 L 328 3,0 16 187 187 271 271 0 0 0 4480.25 40.88 151 This level Line Force(k) '-^"?!l,f Shear/ft Shear/ft Shear/ft (ft'*2) wall (n) Net forces Min force Design Force Shear/ft 4 1860,113 7 2620,138 Total Area Force/Floor (k) Total length of wall Fv 0.162 4480.25 12.9 18.1 31 42 35 306 518 403 306 403 518 403 403 518 77 pl (>•<} 3RD Line A trib (ft''"2) This level Force (k) Lengih of wall (ft) Net forces Min force Design Force Shear/ft Shear./ft Shear/ft Shear/ft Size wall A 198 1.5 13' 117 117 221 221 B 432 3,3 15 221 421 492 492 C 429.4 3.3 12 275 602 492 602 D 355.3 2.7 14 195 427 492 492 E 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 12 304 665 492 665 1 429.4 3.3 15 220 481 492 492 J 355.3 2.7 14 195 427 492 492 K 429.4 3.3 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 Force/Floor (k) Total length of wall Fv 0,162 5084.25 39.08 177 This level Net forces Min force Design Force Line A trib (ft'2) Force (k) Length of wall (ft) Shear/ft Shear/ft Shear/ft Shear/ft „. . Size wal 2 4 7 924 1860.113 2620 138 4.8 9.6 13.6 32 42 •35 150 229 388 150 536 906 650 659 659 659 659 906 Total Area Force/Floor (k) Total lengtti of wall Fv 0.162 5404.25 28 109 • "t ,1 1*1 CM-- ' s V\) - it- r' ^ '• ^ I 2ND Line C D E F G H I J K L M otal Area Force/Floor (k) Total length of wall Fv ' 0,162 Line Total Area Force/Floor (k) Total length of wall Fv 0.162 This level Nel (orces Min force Design Force .A trib Force (k) Length of She-aM .Shear/ft Shear/ft Stiear/ft (ft''2| Force (k) wal! (ft) She-aM .Shear/ft 198 08 13 59 176 331 ,331 4;?2 1,7 15 111 (332 ,602 602 429.4 1.7 12 138 739 602 739 355.3 1.4 14 98 524 602 602 429,4 1.7 15 110 591 602 602 474,9 1.8 12 152 817 602 817 446,25 1.7 13 132 709 602 709 474,9 1,8 12 152 817 602 817 429,4 1.7 1S 110 591 602 602 •355 3 14 14 98 524 602 602 429,4 1,7 13 127 682 602 682 432 17 16 104 498 602 602 198 0,8 13 59 176 331 331 5084,25 19.54 177 This level A trib (r-2) Force (k) Length of g^gg,;,^ Shear/ft Shear/ft wall (ft) Nel forces Min force Design Force Shear/H 2 924 2,4 32 75 224 788 4 1860 il 3 4.8 42 115 651 788 7 2620.138 6,8 35 194 1100 788 78. 788 1100 5404,25 14 109 HD forces 2(1) Force 2nd Dead Length Overturning 788 1472 18 Carlsbad Ranch Villa 88 Shearwall Sizes :2nd • : ;• 3±_ ^3rcl •m Roof A 347:6E 23T6E 0 0 A M 347-6E 231 6E 0 0 A B 633:3E 517 4E 286 6E B D 633 3E 517 4E 286 6E B J 633 3E 517 4E 286 6E B L . 533 3E 517:4E 286 BE B K 682 3E 555,4E 301 6E B G 709 3E 577 4E 313 6E B C 739 3E 602 4E 327 ;6E :B E 806 2E 656 3E 356 6E ^C 1 8(M;2E 656 3E 356i6E c F 817:2E 565 3E 361 ^6E ,G H 817 2E 665 ;3E 36T6E ;c 4; 833'2e 711 3E 373 6E ic 7: 1100 2E 906 2E 518 4E D 2: 122:6E 0: 0: 0: O:E •4% 10/16/2009 Burkett & Wong Engineers t < • -1 t 4 4 "hS^i i •^SK*.-- if.: / 1T*"'U Carlsbaci Ranch Villa 66 Shear Wall Hold Downs 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 C(K) T(K) 2 87, 528 10 57 10 35 441 441 4!81 4.59 0 0 000 0 00 4 87 595 15.22 15,04 241 508 8,61 8,43 267 267 2.96 2,79 4 87 595 14:i4 13.57 241 508 8.007,42 267 267 2,75 2.18 7 139 786 22.53 22,44 277 647 12.71' 12.62 370 370 4,62 4.54 7 139 786 19,54 19,31 278 648 11.03 10.79 370 370 4,01 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 C(K) T(K) A 79 237 4,25 3.48 158 158 1.70 0:93 0 0.00 0,00 M 79 430 10.39 8:64 158 351 5,81 4,05 193 193 2.06 0.31 L 98 528 12,70 10.94 196 430 7,07 5.31 233 233 2.49 0.73 E 79 430 10.49 8.96 158 351 5.86 4 33 193 193 2,08 0,55 1 79 430 10.39 8.64 158 351 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 • 2,75 099 0 94 506 12,38 10.95 188 412 6^89 5^46 224 224 2,42 i.oo J 109 584 14.05 1229 217 475 7.82 6.06 258 258 2,75 0,99 K 79 430 10.39 8^64 158 351 5,81 4:05 193 193 2,06 0.31 G 79 430 10,49 BM 158 351 5 86 4 33 193 193 2.08 0,55 c 91 487 1172 9^97 181 397 6.53477 215 215 2 30 0 54 F 79 430 10.39 8.64 158 351 5,81 ' 405 193 193 2 06 0,31 H 79 237 4.25 3.48 i58 158 170 0:93 • 0 0 0.00 0.00 10/16/2009 Burkett & Wong Engineers CEC o Carisbad Ranch Villa f8 Shear Wall Hold Downs AHaw«ti<« 2nd tt»f Ltne'CtKf A H M K F~ • E' S c t, D" B J *m 700 TjKI 4 25 •.25 1039 10;3B to .39 T6,» • Its 49 1049 11.72 1057 1270 12,38 14 44 14.0S 14 05 15.22 19 54 2253 C(2j sIiKts 3 48 4!(6 3,48'4«6 8;84 6»8 8,64 Sua 8 64'M 8.64 eiiS 8.9e Sxfl 10,35 «»8 t6:s< 8x8 10,95 8x8 13 75 6«B 12,29 i9«8 12.29'6st8 "15,64 Ixg 19,3r6s« 22l44'6ic8 T(K) i*U4.SbS2.5 HOti4-SDS2.S HmJtl-SDSiS HDU11-S6S2,5 HbtJi^assai HlWtt-SOSlS WSU11-SDS25 Mboli-SD&.9 HDU11-S!JS2,5 KbtJli-StJS2.5 HDUI1-SDS2 5 HOU 11^082,5 hau14.S0S2.5 ixfattSDSZ.S Jii*)14-SbS2.5 custofn tustwti custom OlaHOrtK) aiKhat TtK) 0 43 (3.43 0,8r' o;»7 6:67 *6T«7 0.88 068 6.72 0,73 0 76 0,78 0,85 6,80 0.80 689 !2) 7/8 Too (2) 7« 1,08 (2) 7m 0 88 088 6,88' 6;88 6,88 0 88 088 6,88 0 0:88 088 0.88 6,Mi 0,88 088 G(2! slufSf 6.M 3x6 093'3i« 4.S5 4x6 im'iie 4.05 4")i« 4;66 4x6 4 33 4i(6 4 33 4lt6 4 77 4x6 4. j9'4xS 531 4x6 5."46 4x6 6.73 4x6 8.06 4x6 606 4x6 7.88 6x6 to w e«6 1282 «!*_ 50 gr strap) 3* 003 003 0,13 013 0 13 0.13 013 0,13 6:i5 d;i4 016 017 6;21 ' ci;t9 6,«9' 0,24 • 0.33" 6.39 wKJsXmM strap 9.56 ffi*te28 9.56 mste 28 4t,67smal4 416? cmiai4 41.67 oriri14 41 67 cms(14 44 51 cmst14 44.5i cm^U 49.07 em»l14 47.26 cmstU • 54.87 i3ns*14 5^19 cnt«t4 Sa'Mt wisslli? 82,11 emit12 ' 3.4Sl2|tmi14 4;9bT2)Hx}i4 S.73:(2)H;3014 • a.m 6J» "2.06-' £66 • zm • 2.'!»' 2.08 2.08 2.30 6,00 2.49 2,42 " 2,75 i2 7S 2:75' 2,96 4 01 «'.82. Ci2S studs 6;6o' boo 0,31 2x6 o;31 JxS 0 31 2x6 0.31'2«S. 0 55 2x6 0.55*2x6 0 54 2x6 0.00 0 0.73 2x6 1.00 2x9 2,18 2x6 6,99 iixS 0.99 2xS 2,78 3iii8 378 3x6 454 3x8 00 SO«r strap OOOOO o^txsod 0,0068 O.6068 OdCW! O.OOSB 06121 0,0121 0 0120 6-0000 00162 6:0221 0 0485 610221 0.0221 6,6619 6.0839 O.IOOS 3*«i!d« 6,66 & * : - w (5 0.00 2;26 iie 2"26 22«' 4.04 404" 3.99 660 • 5.41 7,**' IS 17 7.3«; 7:36' • 20,83 m£:2S m»(B28 <nste28^ rnsiciS" rnsic2g_ mste2S •m«<s40 27.97 33:«6 mslGdo m«ic66 10/16/2009 SuflMH! i Woog EngtMwri CEC Carlsbad Ranch Villa S8 Shear Wall Hold Downs Allowable 2nd 3rd Installed Line CfK) T(K) C{2) studs T{Kj Dia HD req anchor T(K) G(2) Studs 3" wide X mils strap A 4,25 3,48 4x6 HDU4-SDS2.5 0,43 0,88 0,93 3x6 9.55 mstc 28 H 4,25 3,48 4x6 HDU4-SDS2,5 0.43 0,88 0.93 3x6 9.56 rnstc 28 M 10,39 8 64 6x8 HDU11-SDS2;5 0,67 0 88 4,05 4x6 41.67 cmst14 1 10,39 8 64 6x8 HDU11-SDS2.5 0 67 0,88 4 05 4x:6 41,67 cmst 14 K 10 39 8,64 6x8 HDU11-SDS2.5 0,67 0,88 4 05 4x6 41 67 cmst14 F 10,39 864 6x8 HDU11-SDS2'5 0 67 0,88 4,05 4x6 41.67 cmst14 E 10.49 8.96 6x8 HDU11-SDS2.5 0,68 0.88 4.33 4x6 44 51 cmst14 G 10,49 8 96 6x8 HDU11-SDS2,5 0.68 0^88 4.33 4x6 44 51 cmst14 C 11 72 9.97 6x8 HDU11-SDS2 5 0.72 088 4.77 4x6 49,07 cmst14 2.00 10,57 10,35 6x8 HDU11-SDS2.5 0 73 0,88 4.59 4x6 47 26 cnnst14 L 12,70 10 94 6x8 HDU11-SDS2 5 0,76' 0,88 5.31 4x6 54,67 cmst14 0 12,38 10 95 6x8 HDU11-SDS2.5 0 76 0.88 5.46 4x6 56,19 cmst14 4,00 14.44 13.75 6x8 hdu14-SDS2.5 0,85 0,88 6. 73 4x6 69,25 cmst12 B 14.05 12.29 6x8 hdu14-SDS2,5 0.80 088 6.06 4x6 62,38 cmst 12 J 14.05 12.29 6x8 hdu14-SDS2.5 0.80 0.88 6,06 4x6 52,38 cmst12 4,00 1522' 15 04 6x6 custom 0 89 (2) 7/8 7,68 6x6 3 49 (2) HDU14 7 00 19,54 19.31 6x8 custom 1.00 (2) 7/8 10,79 6x6 4,90 (2) HDU 14 700 22.53 .72.44 6x8 custom 1.08 (2) 7/8 12.62 6x6 5.73 (2) HDU14 10/16/2009 Burkett & Wong Engineers CEC Carlsbad Ranch Villa 68 Shear Wall Hold Downs AHowabte roof C{2) 3" Wide Line C{K) T(K) studs mils A 0.00 0,00 000 H 000 000 0.00 M 2,06 0,31 2x6 2,26 mstc28 1 2 06 0 31 2x6 2,26 mstc28 K 2 06 0,31 2x6 2,26 ms!c28 F 2 06 031 2x6 2,26 mstc28 - E 2 08 0,55 2x6 4,04 mstc28 G 2,08 0,55 2x6 4.04 mstc28 C 2,30 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 2x6 7.38 mstc28 4.00 2,75 218 2x6 16 17 mstc40 B 2/5 0-99 2x6 7 36 mstc40 J 2-75 0 99 2x6 7 36 mstc40 4 00 2.96 2.79 3x6 20.63 mstc60 7 00 4,01 3.78 3x6 27,97 mstc60 7.00 4 62 4 54 3x6 33 60 mstc60 10/16/2009 Burkett & Wong Engineers •\f4 DATE #6URK &WDNG ENGINEERS SHEET,. OH ENGR.. ^i>'-^^..^„„'.r-iOB NO. PROJECT -1—— I-fe 5^ CfevC. A/vAt.-)<NS. ••||j-^^*>o->r7'-^':'^'-*^;^ X / \ te y / \ v X X X *:vr 4f? X / X v Y / \ •"Ali Jan 25.2008 at 5:37 PM uniilled.r3d DU Company Designer Job Number Jan 25, 2008 5:37 PM Checked By:_. LC Plate ijbil Loc ..Sgmallk?;!! SiQma2|ks.il Tau MaxlttsiJ AnQielr«jI Von Mises(l<sil 29 _i. P15 1 T .049 ^ -.049 .049 < -.785 ,085 J ' 30 B .049 -.049 .049 -.785 .085 31 1 1 P16 ;T .033 -,033 .033 -.785 .057 32 B •033„ -.033 , .033 L^,. ,_~,.78.5.,..., .057 33 1 P17 .016 -.016 1 .016 -.785 ^ ,027 34 B ,016 -.016 ' .016 -.785 .027 , 35 1 P18 T I .032 -.032 .032 I -.785 _ .056 36 1 B J .032 , -.032 .032 -.785 .056 . 37 1 P19 T .015 1 -.015 , .015 -.785 •02? X] 38 B .015 -.015 ,015 -•MS J27 ... . 39 1 P20 T .016 -.016 .016 .785 . ^ ,028 40 B .016 -.016 ,016 ^ ,785 ,028 41 P21 016 j -016 .016 .785 J 027 ^ 42 B .016 -.016 .016 .785 X1J27 43 1 P22 T ,016 -.016 .016 ,785 .027 44 1 B .die -.016 XJ .016 .785 .027 45 .A.... P23 i T .032 , -.032 .032 .785 XJ .056 46 B .032 1 -.032 .032 .785 I .056 47 1 i P24 T .015 -.015 f .015 .785 .027 48 1 1 B ,0"l5 1 -.015 L .015 j ,785 .027 Joint Coordinates and Temperatures Label X mi , ..,.x.m Z.lffL Ism&lFL. 1 N1 I 11 i 0 0 2 . N2 14 L_ 0 0 0 3 , N3 14 2.5 0 0 4 N4 11 2.6 0 ^ 0 5 J N5 3 0 1 0 0 iX N6 3 2.5 0 r 0 N7 0 ' 0 0 0 N8 0 2.5 _Q 0 9 N9 3 1 ^ 0 0 10 N10 0 7 1 0 0 il N11 f t4 7 0 d 12 N12 11 7 0 1 0 N13 i_ 14 12.5 4., 0 0 14 1 N14 11 1 12.5 0 0 MS N15 3 1 'l2.S 0 0 16 N16 0 ^ 12.5 0 0 r N17 3 17 0 0 , 18 4-N18 0 17 0 0 19 1 N19 14 1 17 0 0 20 N20 11 ^ 17 X.. Q _ 0 21 N21 11 20 0 0 XJ 22 . N22 3 20 d d 23 N23 0 20 d 0 24 N24 14 20 0 0 j 25 ! N25 3 10 0 0 J 26 ' N26 0 10 1 0 0 27 . N27 11 10 0 0 28 I N28 14 10 0 0 . 29 : N29 3 22.5 0 0 N30 0 22.5 d d 31 [ N31 11 22.5 0 0 1 32 1 N32 14 ' 22.5 0 6 I 33 1 N33 1 0 27 0 d ) R)SA-3D Version 7,0.2 [C:\RISA\untitled.r3d] Page 2 Company Designer Job Number Jan 25. 2008 5;37 PM Checked By:_ Joint Coordinates and Temperatures (Continued) 34 N34 3 27 0 0 35 L • N35 11 27 d 36 N36 L 14 27 [X d [ d 37 N37 0 l 30 0 0 38 N38 3 ^ 30 0 d 39 N39 11 j 30 0 i 0 40 N4d 1 14 ; 30 0 d Joint Reactions (By Item) LC „ .MfAlsM..... XML. , im -z.!ta....... MX |k-flj ... MYlk-fii m fk-ffi 1 1 N7 -3.893 -9.016 0 0 LOCKED L 0 2 1 -1.609 _S-016 L 0 ' 0 L LOCKED 0 3 1 N39 NC 1 NC NC LOCKED NC NC , 4 1 N31 NC NC NC LOCKED NC NC ^ 5 1 , N21 L NC NC NC p-OCKED i NC ,„ NC 6 1 N14 hie NC NC ILOCKEfi NC NC 7 1.. ^ N27 NC NC NC 1 LOCKED NC 1 NC 8 1 N4 NC ^ NC NC LOCKED NC NC ' 9 1 Nl NC 1 NC NC 1 LOCKED NC ~J NC 10 Totals: -5,502 d 1 0 11 i i 1 NC NC NC J J Member Distributed Loads (BLC 1:} M.enibgr.,.l.afe&L &i(lPagnitudelK/fLj|, sta{i,Le£atiQnlft.%J End Loc8t)on(ft.%) 1 1 -Ml X .X .185 .185 0 2 M2 1 X r" .139 .139 d 0 ' 3 M3 r„ X J ,069 .069 0 0 1 R1SA-3D Version 7.0.2 (C:\RtSA\untitled,r3d] Page 3 Company : Jan 25. 2008 Designer ; 5:37 PM Job Number ; Checked By: Plate Primary Data L$bei A Jotnl JS:..JpirH C Joint . P Joiol Itticknessjnil 1 PI Nl iX N2 N3 N4 ......_Piy__,.. .6 2 P2 Nl_ Nl N4 f H6 .5 , 3 P3 1 N7 N6 N6 N8 ..Ell L. .5 4 P4 f N9 N10 ^ PIv 1 .5 5 1 P5 N4 N3 1 Nil N12 , Pk .5 6 P9 N16 N15 N1? N18 PIv 1 .5 7 P10 j N14 N13 N19 N20 ^ PiiL^ ,5 8 Pli N17 N2d N21 r N22 IXX..PbL.. .5 9 P12 N18 N17 N22 N23 LXX^iL,. .5 10 P13 N20 jX N19 N24 N21 Ply......... L . -5 11 L P11A 1 N10 1 fsid N25 N26 PJy .5 12 1 P12A N9 N12 N27 ~ N25 „ pi£.„. .5 13 P13A N12 Nil N28 N27 ]P!M_ .5 14 P14 N27 N28 N13 N14 Ply .5 15 P16 1 N25 N27 J N14 .N15 1 PJ5L, .5 16 P16 N26 N25 j . Jjii.5. .. N16 J „. PJ3L_ .5 17 PI 7 N23 N22 j N29 N30 ...,„ . Ph. .5 18 1 P18 N22 N21 N31 N29 ' ... _Pbf. „... •5 1 pd I P19 N21 1 N24 , .N32 N31 1 Ply .5 20 P20 N33 N34 j N2g 1 N30 P(y J .5 „ 21 P21 1 N35 i N36 N32 N31 Ply ,5 22 P22 N37 T N38 N34 N33 Ply ,5 j P23 . j N38 f N39 N35 N34 1 Ply .5 j [24 ^ P24 N39 N4d N36 N35 PIv .6 1 LC Plate Latwl ... .tfic Siqmalfksi] V Wjma2(ksn TayJ^IkSiL, „ .AtSiLsteflU 1 1 P1 T ,041 -.041 1 .041 r 2.356 ^ .071 2 B .041 -.041 .041 2.356 1 .071 3 1 r p2 T .057 -.057 f .QSlX -•78§_ • .099 4 B .057 -.057 .057 -,785 ,099 I 5 1 I P3 T .042 -.041 f .041 -.785 j .071, 6 B I .042 ^ -.041 .041 L, ._-.!a5__„ .072 7 1 1 P4 T .042 1 -.042 .042 2.355 .072 8 B .042 -.042 ... .042 2.365 1 .072 9 1 P5 T I .041 -.041 .041 -.786 1". .072 ! 10 IB .041 1 -.041 f .041 . -.785 .072 11 1 T .033 i -.033 .033 -.785 .057 12 B .033 -033 .033 -.785 .057 13 1 P10 T ,033 -.033 .033 .057 14 B .033 -.033 .033 -.785 .057 15 1 P11 T ,049 -.049 049 -.785 , . . .085 Jin B ,049 ' --049 .049 -.785 , .085 17 . J. P12 T .033 -.033 .033 -.785 i .057 i 18 B ,033 -.033 ^ .033 -. 785 .057 19 1 P13 _| T .032 -,032 , ,032 -J85 ] .056 f~20 B ,032 -.032 .032 -.785 .056 21 1 PIIA J T .041 -.041 .041 2.356' 072 22 B ,041 -.041 .041 J 2.356 .072 23 1 P12A T .058 -.058 i ,058 1 -.785 .1 24 B .058 -.058 j .058 -.785 .1 25 1 P13A 1 T .041 j -.041 .041 r -.785 .071 ^ 26 B .04'1 -.041 .041 -.785 .071 27 1 P14 1 T ,032 -.032 1 .032 -.785 .056 28 i B ,032 -.032 i .032 i -.785 1 .0^ RISA-3D Version 7.0.2 |C:\RISA\untified.r3dJ Page 1 Company Designer Job Number m Jan 25. 2008 5:46 PM Checked By;__ Plate Corner Forces (By Item} (Continued) LC Plate Labi^ Joint ....XlkL,. ,m.. .zilL, MXIk-ft] MYIk-f1] 57 1 P15 N25 1 -1,178 -.368 0 0 0 I d 58 N27 L -1.178 .368 0 0 .„ Q 0 59 N14 r 1.178 1 .368 0 i- 0 T 0 1. 0 60 N15 j 1.178 -.368 0 0 ^ 0 0 61 1 P16 ^ N26 TX^-.294 -.246 L, 0 4 0 1 0 I 0 62 N25 , -,-:-..294_ .244 0 1 d d 1 d 63 N15 .294 •24^ 0 0 0 0 64 N16 .294 -.244 0 0 0 0 65 1 \ P17 "I -.141 -.118 ! 0 0 T 0 66 N22 -.141 .117 0 L 0 0 I 0 67 J f^29 I .141 , .118 ^ 0 0 0 68 1 N3d .141 -.117 0 0 fi... , 0 69 ......I..,, P18 N22 j -.241 0 1 0 1 0 0 70 i N21 -.772 -241 0 i 0 0 0 71 • N3i ,772 ,241 0 i 0 0 0 72 L. N29 ,772 -.241 0 0 i d i 0 73 1 P19 f N21 -.138 -.116 L 0 0 0 0 1 74 N24 -.138 . .115 1 d i 0 0 0 75 Ni32 .138 .115 0 0 r 0 ^_ 0 76 N3i' " .138 -.115 0 0 0 0 77 1 P20 N33 X .143 -.215 J 0 0 J 0 1 d 78 N34 j .215 1 0 d 1 0 0 79 N29 -.143 .215 0 . o.„ ,J 0 ^d N30 -.143 , -.215 0 0 0 0 81 1 ! P21 N35 J .141 -.211 d 1 0 . 0 0 82 N36 .14 .211 0 0 1 0 0 83 I N32 -.14 .211 0 "XJ 0 84 N31 -.141 ' -.211 0 0 0 0 85~1 1 P22 N37 1 -142 -.142 0 0™J 0 0 J S6 I N38 .141 .142 " 0 d 4 0 0 (87 N34 -.141 .141 d . „.d_ .. 0 0 88 N33 -.142 1 -.142 0 0 0 0 rS9 s 1 P23 1 N38 T .773 -.29 0 0 0 J 0 90 N39 .773 .29 0 0 0 0 N35 -.773 .29 0 0 0 1 0 92 N34 1 -.773 -.29 0 0 0 0 93 t 1 P24 N39 1 .139 J -.139 d f 0 0 0 94 N40 ,139 .139 0 0 0 0 95 N36 T -.139 .139 0 r d I 0 0 N35 T -.139 -.139 d 1 Q r 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 5 9Zs> Company Jan 25, 2008 Designer 5:46 PM Job Number : Checked By: Plate Corner Forces (By Hem) LC Plale Label Joint XIHJ -,-.JflU „-m MX[k-fl) Myik-ft] 1 1 PI 1 N1 -.366 -.306 0 0 0 0 2 N2 -.372 .31 r 0 1 d 0 . . .S) 3 N3 -369 .305 0 0 0 0 4 N4 ,37 -.309 0 0 0 6 1 P2 N5 -1.377 -.43 d L 0 j 0 0 6 N1 -1.377 ,43 ..| 0 0 0 0 7 N4 1.377 1 ,431 I 0 0 .. 0 . 0 8 > N6 1.377 I -.43 L d .1. -J 0 9 ,.-.,,.1 P3 N7 . -.375 -.312 0 0 I 0 10 NS T -.369 .308 0 0 1 0 0 11 N6 .373 .311 0 0 1 0 r 0 12 X N8 j .371 -.307 0 1 „...iL „ T fiX.. J 0 13 1 1 P4 N8 1 -.376 1 -.564 0 1 0 IX , Q. 0 14 N6 -.374 ,562 j d J 0 0 0 1 15 j N9 .376 .563 0 4 0 IX d 0 i 16 J Nio ] .373 -.56 |_ d J 0 L d r d t 17 1 t p5 N4 -.373 -.558 IX 0 0 r Q 0 18 N3 -.372 . ,., ^6 1 0 0 Q 0 19 N11 .372 -557 0 0 0 d 20 N12 ,372 j -.559 0 0 1 0 0 21 1 P0 N16 -.297' -.446 0 0 0 j d 22^ j N15 -.297 .445 0 d 0 0 23 N17 1 .298 .446 0 1 0 ^ 0 1 0 24 N18 1 ,296 -.445 0 0 0 0 i 25 1 PIO r N14 ^ -.295 [ -.441 0 0 0. d 26 N13 -.294 ' .442 0 i 0 0 0 27 L N19 •2.94 , .441 0 0 1 Q,... ... 0 28 N20 .294 -.442 0 0 ..^.JL .. 0 29 1 Pit N17 _ , J.l 82 -.444 0 , 0 0 0 30 -1.181 ,443 0 0 0 0 31 N21 1.182 1 .443 0 ' 0 0 0 32_| N22 1.181 -.443 0 ^ ._Q , d 1 0 1 33 1 PI 2 N18 -295 -.295 0 0 0 Q 34 N17 XI -.294 .294 i 0 0 1 0 0 35 N22 XI .295~~XI .295 0 0 4 0 0 36 N23 .294 ~^ -.294 0 j 0 0 0 ^37 1 P13 N20 -.292 1 -.292 ~ 0 d ' 0 0 38 N19 -.292 1 ,292 T 0 0 „ 0 0 ^39 N24 1 .292 ( .291 j 0 0 0 0 40 N21 ' .292 T -.292 d 0 0 0 41 1 PIIA 1 N10 -^373 -.373 0 0 , Q 0 ' [ 42X N9 -.371 .371 0 d I 0 0 N25 •373, .373 r 0 1 0 0 4 0 1 44 N26 .371 -,37 0 0 1 0 1 0 45 1 1 P12A N9 I -1.385 "X -.52 1 0 0 XJ 0 I 0 ' 461 N12 I -1.384 .519 j 0 0 0 0 47 I N27 , 1.385 .519 ^ 0 T 0 0 N25 T 1.384 -.519 I 0 0 4 Q —r 0 491 1 P13A XT N12 T -.369 1 -.368 0 I 0 0 0 ' ' 50 N1I 1 -.369 .37 d j d 1 0 _| 0 ] 51 N28 X .369 . .368 "T" 0 0 d "~4 0 52 N27 .369 -.37 0 0 0 0 53 1 P14 [ N27 ^ -.291 -.242 ^ 0 0 r 0 0 54 N28 -.291 .243 r 0 0 f 0 T 0 55 N13 .292 _r .242 1 0 0 xxr o~Xl 0 56 _ N14 .291 -.243 1 d ^ 0 0 0 R1SA-3D Version 7.0.2 |C:\RISA\untitled.r3d| Page 4 #BURKETT&WDNG -7 t DATS. _— ENGINEERS ENGR ——— JOB NO. PROJECT I 1 7 ^ DArt_ ENGR. PROJECT burkett dmk &uiong IP SHEfT JOB NO- i 1. /1 i^)/z - 5 (i^'^/z - 7.pv^V6 ^ '5'. ) 4> i/**^ us 1^ A ... .. , <- 7 - X A. DATe_ most. burkett /gk &uiong w structured t clvPler»9lrt««f» PROJECT SHKT_ J08 fO_ I * DAIE_i__ burkett &uiong (tructuroi i ctvBertQiiMMM* SHEET. JOB NO_ lAii'^fi^*^ P '^M.^-' ct>-~^-re^^- Tku IS vsro 10/25/2011 Engmeer- CEC Burkett & Wong Sheet. Job No. Carlsbac! Villa 58 Wait or Frame No. 2.00 4.00 4.00 10.00 10.00 A B Footing Length FT 1100 nm 24 (K,) 18-00 22 IH! wm FooUng Width FT nm .100 ,?«) 2-W ;i-<x) 2.IK) 2 00 Footing Thickness FT I.m 2 m 2-!» im 2.00 2.00 Total Axial P KIPS 0.30 1 41 04.1 0(» 0 2,1 1 10 1 87 Overturning Moment K-FT 84.51 180.28 7S.9S 157 .,59 157.S9 5.1,73 117.54 Wall or Frame Lwigtti FT 1 7 1X1 n.m fiXX) 5.00 20 «» 17.(» Overburden KSF 000 0,00 0,00 O.OO 0-00 000 0.00 ASB KSF 6.67 6.67 6.6? 6.67 6,87 667 6,67 Fc KSI (3KSI max) 3.00 300 3,00 3.00 3,00 3,00 3 00 Fy KSI 60 60 60 60 60 60 60 Load Factor fbr Conaele 1,55 1,56 1.55 1.55 1,55 1.55 1.55 Av reafd SQ\H 1 FT 0.00 0,00 0 00 0.00 0.00 0,00 0.00 As reKj'd SQIN 1,04 1.S6 1.56 1.80 1,^ 1,04 1,04 As req'd SOIN per toot, swdlh 0.52 0.52 0,52 0.80 0,S2 0,52 0,52 -As req'd SQIN 1,04 1.S6 1,56 1.04 1-56 1.04 1 04 -As req'd SQIN per foot, widlh 0,52 0.52 0.52 0,52 0-62 0,52 052 Use GB-I Use G8-2 Use GB-2 Use GB-1 Use GB-2 Use GB-1 UseG8-1 SB Check OK OK OK OK OK OK OK V max Che<* OK OK OK OK OK OK OK As max Check OK OK OK OK OK OK OK Max stinvp spacing in IN 10.0 100 10.0 10.0 10-0 10,0 10,0 Lengih of soil pressure in FT 12,6 4.8 1,6 12.2 3-9 22,0 8.4 Relative footing cost 348 523 330 463 495 403 348 Fig wf KLF 0.63 1,13 1.13 0,83 1.13 0,83 0,83 Total wt K 16 23 14 20 20 19 18 eFT 5,29 7.91 5.45 7,92 7.69 2.69 670 XFT 4,21 1,59 0,65 4.OB 1.31 8.31 280 ex6/L 1.67 2.50 2,73 1,98 2,56 0.73 2,12 SP max KSF 1.26 3,19 5,66 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 K/F 0-20 2,01 1034 0,27 2,67 006 0,50 d FT 1.67 1,67 1 67 1,67 1.67 1,67 1.67 CanUiever, ft 3.50 2.00 9.S0 2.SQ 1.00 1.00 Lengtti to min steal 1 00 3,50 2.00 6,15 2.50 1,00 1,00 Cartilever-d FT -0,67 1,83 033 7,83 0,83 -0,67 -0.67 VI K 1 4 2 8 3 1 1 V2K 4 10 7 24 9 1 5 V3K -1 12 5 11 7 0 •2 Vu max K 6 19 11 3? 14 2 8 •Mu K-FT 1 58 28 111 34 1 2 -Mu K-FT 1 11 3 58 5 0 1 F'c*. 5 0-05 0,05 0,05 0,05 OOS 0,05 0.05 As min temp SQIN 1-04 1,56 1,56 1,04 1,66 1.04 1,04 As min SQIN 1-SO 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 79 S3 S3 Vs mm K 24 36 38 24 36 24 24 {Vc -* Vs m)n)*0,85 K 85 98 98 65 98 65 65 -^As SQIN 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 Q.m 0.01 SB max KSF 1,26 3.19 5.66 1,63 349 0.76 2.09 SB min KSF 0-0 00 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 0 1 fviotes: 1 Assumes lirieariy elastic soil p«ssure distrilsution under grade beam 10/25/2011 Engineer- CEC Burkett & Wong Sheet. Job No. Cartsbad Vtile 58 Wall or Frame No, c 0 E F H r Footing Ler^th FT 20<i0 24 00 20.00 ;ooo 20-t» 1<?-00 Footing Width FT 2.m 2 00 :,0!< 2,(K) 200 20i 2.m Footir^ Thickness FT 2 (HI 2(K) 2I.M:I 2,00 2-00 2 00 2 m Total Axial P KIPS 1 (M 2.42 1.87 1.04 1,32 104 1-87 Ovenuming Moment K-FT 118.33 149. 97 117.54 130.90 120.06 130.90 117.54 Wall or Frame Length FT 9 5« 22.00 17.00 9.S0 12.00 g.so 17.00 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 (3KSI max) 3,00 3.00 3.00 3,00 3.00 3.00 300 FyKSI 60 60 60 60 60 60 60 Load Factor for Concrete 1.55 1.56 1.55 1.55 1.5S 1.55 1.55 Av req'd SQIN / FT 000 0,00 0.00 0.00 0.00 0,00 0-00 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 0,62 0.52 0,52 0.52 0.62 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 toot, width 0,52 0.52 0.52 0,52 0-52 0.52 0.62 UseG8-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 SB Ctieck OK OK OK OK OK OK OK V max Check OK OK OK OK OK OK OK As max Check OK OK OK OK OK a< OK Max stirrup spacing in IN 100 10-0 10.0 too 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 Relative footing cost 367 440 348 357 367 367 348 Ftg wt KLF 0,83 0,83 0,83 0,83 0-83 083 0.83 Total wt K 18 22 18 18 18 18 18 eFT 6-75 6.75 8,70 7,46 6-74 7.46 6,70 X FT 3,25 5.25 2,80 2,54 3.26 2.54 2,80 e X 6/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 2,09 Spmm KSF 0 00 0,00 0,00 0.00 0.00 0.00 0.00 stope Kff^ 0.37 0,18 050 0.61 0.37 0.61 0,50 dFT 1:67 1,67 1 67 1,67 1.67 1.67 1,67 Centllever, ft 5.2S 100 1.IK) S.2S 4.00 S.2S 1.00 Length to mm steel 5,25 1,00 1,00 5-25 4,00 5.25 1,00 CantSever-d FT 3-58 -0,67 -0,67 3-56 2,33 3.58 -0,67 VI K 4 1 1 4 3 4 1 V2 K 8 5 5 9 6 9 5 V3 K 8 -1 -2 10 6 10 -2 Vu max K 12 7 8 15 9 15 8 *Mu K-FT 45 2 2 56 29 58 2 -Mu K-FT 18 1 1 18 10 18 1 F'c»,5 0 05 0,05 O.OS 0,05 O.OS 0.05 0.05 As min temp SQIN 1 04 1.04 1,04 1.04 1.04 1,04 1.04 As min SQIN 1,60 1-«> 1.60 1.60 1,60 1,60 1,60 Ay min SQIN 0.24 0,24 0.24 0-24 0,24 0-24 0.24 VcK S3 53 53 53 53 53 53 VsminK 24 24 24 24 24 24 24 (Vc Vs min)*0.85 K 66 65 65 65 65 65 65 •As SQIN 0.51 0,02 0,03 0,66 0.32 0.66 0,03 -As SQIN 0.20 0,01 0,01 0.20 0 11 0.2O 0.01 SB max 1.80 141 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 11-8 7.4 8.0 160 9.4 150 8-0 Mu reqd FT-K 45 2 2 58 29 58 2 -Mu reqd FT-K 18 1 1 18 10 18 1 NolBS-- 10/25/2011 Engineer- CEC Burkett & Wong Sheet. m Ho. Cartsbad Villa 58 Wall or Frame No, J K L M FMting Lengtti FT 24 00 20 m 19 (X) 22,(KI Footing Wdth Ft 2-(» 2 00 2 m 2-00 Footing Thickness FT 2-00 2») 2-00 200 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 22,00 950 17.00 20.00 Overburden KSF 0.00 0-00 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 Fy KSI 60 60 60 60 Load Factor for Concrete 1,55 1 55 1.55 1.55 Av req'd SQIN / FT 0.00 0-00 o.«> 0.00 As req'd SQIN 1.04 1-04 1.04 1,04 As req'd SQIN per foot, width 0 52 0.52 0.52 0,52 -As req'd SQIN 1.04 1-04 1.04 1,04 -As req'd SQIN per foot, width 0.52 0-52 0.62 0.52 Use GB-1 Use GB-1 Use GB-1 Use G8-1 SB Check OK OK OK OK V max Check OK OK OK OK As max Check OK OK OK OK Max stmip spacing in IN 10,0 10.0 10.0 10,0 Ler^th of soil pressure in FT 15,7 9.8 10-4 22,0 Relative footing cost 440 367 348 403 Fig wl KLF 083 0.83 0.83 0 83 Total wtK 22 18 18 19 eFT 6,75 6.75 6.04 • 2,69 XFT 5.25 3,25 3.46 8.31 ex 6/L 1.69 2.02 1,91 0.73 SP max KSF 1 41 1,80 1.69 0-76 Spmin KSF 000 0.00 0.00 0,12 slope K/F 0.18 0,37 0,33 D,<» dFT 1.67 1,67 1.87 1.67 Cantilever, ft 1.B0 S.2S 1.00 1.00 L^th to min steel 1,00 5,25 1,00 1.00 Cantilever-d FT -0,67 3-58 -0.67 -0,67 VI K 1 4 1 1 V2 K 5 8 4 1 V3K -1 6 -2 0 Vu max K 7 12 7 2 •Mu K-FT 2 45 2 1 • Mu K-FT 1 18 1 0 F'c*.S 0.05 0.05 0.05 0.05 As min temp SQIN 1 04 1 04 1-04 1.04 As min SQIN 1,60 1,60 1.60 1.60 Av min SQIN 0.24 0,24 024 0.24 VcK S3 53 53 53 Vs min K 24 24 24 24 (Vc* VsminrO SSK 65 65 85 65 •^As SQIN 0.02 0-51 0 02 0,01 -As SQIN 0,01 0.20 0.01 0.00 SB max KSF 1,41 1-80 1.69 0.76 SB min KSF 0,0 0.0 0.0 0.1 Vu KIPS 7,4 11 8 6.6 2 1 Mu reqd FT-K 2 46 2 1 -Mu reqd FT-K 1 18 1 0 Notes: A)- T^?T<>«^i?s^ Svt*nertsi WM... 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SurfacefP. None Joint Boundarv Conditions Joint Label X [k/in] Y[k/in] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/radi Footing Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction 10 Reaction 10 11 Reaction 11 17 Reaction 12 18 Reaction 13 19 Reaction 14 21 Reaction 15 22 Reaction 16 23 Reaction 17 25 Reaction Reaction J8 26 Reaction Reaction 19 27 Reaction Reaction 20 28 Reaction Reaction Joint Coordinates and Temperatures Label X[ft] Y[ftl zrfti Temp [F] Detach From Diap... 1 1 0 0 0 0 2 2 0 0.458333 0 0 3 3 0 1.541667 0 0 4 4 0 2 0 0 5 5 0.604167 0 0 0 6 6 0.604167 0.458333 0 0 7 7 0.604167 1.541667 0 0 8 9 1.520833 0 0 0 9 10 1.520833 0.458333 0 0 10 11 1.520833 1.541667 0 0 11 17 2.354167 0 0 0 12 18 2.354167 0.458333 0 0 13 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 17 25 3.875 0 0 0 18 26 3.875 0.458333 0 0 19 27 3.875 1.541667 0 0 20 28 3.875 2 0 0 21 N30 1.520833 2 0 0 22 N31 0.604167 2 0 0 23 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 0 27 N27 0.151042 2 0 0 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.rSd] Page 25 4 Company May 20,2013 Designer 4:21 PM Job Number Checked Bv: Joint Coordinates and Temperatures (Continued) 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 N31A 0.453125 1.541667 0 0 32 N32A 0. 1.770833 0 0 33 N33A 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 0 44 N44 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 0 51 N51 1.9375 2 0 0 52 N52 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 57 . 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 0 64 N64 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 0 69 N69 3.875 1,770833 0 0 70 N70 3.723958 2 0 0 71 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 78 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-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PU^TE TRANSFER AT g.rSd] Page 26 5 Company May 20, 2013 Designer : 4:21 PM Job Number Checked Bv: Joint Coordinates and Temperatures (Continued) Label X[ft] Yfftl zrtti Temp [F] Detach From Diap... 85 N87 0.151042 0 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 0 96 N98 0.833334 0 0 0 97 N99 1.0625 0 0 0 98 N100 1.291667 0 0 0 99 N101 1.291667 0.458333 0 0 100 N102 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 0 105 N107 3.875 0.229167 0 0 106 N108 3.421875 0 0 0 107 N109 3.572917 0 0 0 108 N110 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 0 120 N122 3.270833 1 0 0 121 N123 3.270833 0.729167 0 0 122 N127 0. 1.270833 0 0 123 N128 0. 1 0 0 124 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 0 132 N140 2.145833 0.458333 0 0 133 N141 1.729167 0.458333 0 0 134 N142 2.145833 0.229167 0 0 135 N143 1.9375 0.229167 0 0 136 N144 1.729167 0.229167 0 0 137 N145 2.583333 0 0 0 138 N146 2,8125 0 0 0 139 N147 3.041667 0 0 0 140 N148 3.041667 0.458333 0 0 141 N149 2.8125 0.458333 0 0 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger 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 Xfft] Yfftl Zfft] Temp [F] Detach From Diap... 142 N150 2.583333 0.458333 0 0 143 N151 3.041667 0.229167 0 0 144 N152 2.8125 0.229167 0 0 145 N153 2.583333 0.229167 0 0 146 N148A 0.453125 1.270833 0 0 147 N149A 0.302084 1.270833 0 0 148 N150A 0.151042 1.270833 0 0 149 N151A 0.453125 1 0 0 150 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 1 1 1 0 0 0 0 0 -2.13e-4 2 1 2 .001 0 0 0 0 -3.256e-4 3 -j 3 .007 0 0 0 0 -3.257e-4 4 i 4 .008 0 0 0 0 -2.13e-4 5 1 5 0 -.001 0 0 0 -2.282e-6 6 6 0 -.001 0 0 0 0 7 7 .007 -.001 0 0 0 0 8 1 9 0 0 0 0 0 2.725e-5 9 1 10 0 0 0 0 0 0 10 1 11 .007 0 0 0 0 0 11 1 17 0 0 0 0 0 2.728e-5 12 1 18 0 0 0 0 0 0 13 1 19 .007 0 0 0 0 0 14 1 21 0 .001 0 0 0 -2.288e-6 15 -j 22 0 .001 0 0 0 0 16 1 23 .007 .001 0 0 0 0 17 1 25 0 0 0 0 0 -2.13e-4 18 1 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 1 N30 .008 0 0 0 0 2.726e-5 22 1 N31 .008 -.001 0 0 0 -2.29e-6 23 1 N32 .008 0 0 0 0 2.726e-5 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.rSd] Page 28 7 Company May 20.2013 Designer 4:21 PM Job Number : Checked By: Joint Deflections (Continued) 24 1 N33 .008 .001 0 0 0 -2.279e-6 25 1 N25 .008 0 0 0 0 -6.911 e-5 26 1 N26 .008 0 0 0 0 -1.297e-4 27 1 N27 .008 0 0 0 0 -1.778e-4 28 1 N28 .008 -.001 0 0 0 0 29 i N29 .007 0 0 0 0 0 30 1 N30A .007 0 0 0 0 0 31 1 N31A .007 -.001 0 0 0 0 32 1 N32A .008 0 0 0 0 -2.631 e-4 33 1 N33A .008 -.001 0 0 0 0 34 1 N34 .008 0 0 0 0 0 35 1 N35 .008 0 0 0 0 0 36 1 N36 .008 0 0 0 0 9.767e-5 37 1 N37 .008 0 0 0 0 1.229e-4 38 1 N38 .008 0 0 0 0 8.428e-5 39 1 N39 .008 0 0 0 0 0 40 1 N40 .008 0 0 0 0 0 41 1 N41 .008 0 0 0 0 0 42 1 N42 .008 0 0 0 0 0 43 i N43 .008 0 0 0 0 0 44 1 N44 .008 0 0 0 0 0 45 1 N45 .008 0 0 0 0 0 46 1 N46 .007 0 0 0 0 0 47 1 N47 .007 0 0 0 0 0 48 1 N48 .007 0 0 0 0 0 49 1 N49 .008 0 0 0 0 0 50 1 N50 .008 0 0 0 0 -3.755e-5 51 1 N51 .008 0 0 0 0 -6.432e-5 52 1 N52 .008 0 0 0 0 -3.755e-5 53 1 N53 .008 0 0 0 0 0 54 1 N54 .008 0 0 0 0 0 55 1 N55 .008 0 0 0 0 0 56 1 N56 .008 0 0 0 0 0 57 1 N57 .008 0 0 0 0 0 58 1 N58 .008 0 0 0 0 0 59 1 N59 .008 .001 0 0 0 0 60 i N60 .008 0 0 0 0 8.428e-5 61 1 N61 .008 0 0 0 0 1.229e-4 62 1 N62 ,008 0 0 0 0 9.767e-5 63 1 N63 .008 0 0 0 0 0 64 1 N64 .008 0 0 0 0 0 65 1 N65 .008 0 0 0 0 0 66 i N66 .007 .001 0 0 0 0 67 1 N67 .007 0 0 0 0 0 68 1 N68 .007 0 0 0 0 0 69 1 N69 .008 0 0 0 0 -2.631 e-4 70 1 N70 .008 0 0 0 0 -1.778e-4 71 1 N71 .008 0 0 0 0 -1.2978-4 72 1 N72 .008 0 0 0 0 -6.908e-5 73 1 N73 .008 .001 0 0 0 0 74 1 N74 .008 0 0 0 0 0 75 1 N75 .008 0 0 0 0 0 76 1 N76 .002 -.002 0 0 0 0 77 1 N77 .004 -.002 0 0 0 0 78 1 N78 .006 -.002 0 0 0 0 79 1 N79 0 0 0 0 0 0 80 1 N80 .006 .002 0 0 0 0 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 29 Company May 20, 2013 Designer 4:21 PM Job Number Checked Bv: Joint Deflections (Continued) 81 1 N81 .004 .002 0 0 0 0 82 1 N82 .002 .002 0 0 0 0 83 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 -2.631 e-4 89 1 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 92 1 N94 0 -.001 0 0 0 0 93 1 N95 0 0 0 0 0 0 94 1 N96 0 0 0 0 0 0 95 1 N97 0 0 0 0 0 0 96 __j N98 0 0 0 0 0 8.427e-5 97 _j_ N99 0 0 0 0 0 1.229e-4 98 1 N100 0 0 0 0 0 9.766e-5 99 1 N101 0 0 0 0 0 0 100 1 N102 0 0 0 0 0 0 101 N103 0 0 0 0 0 0 102 N104 0 0 0 0 0 0 103 1 N105 0 0 0 0 0 0 104 1 N106 0 0 0 0 0 0 105 1 N107 0 0 0 0 0 -2.631 e-4 106 1 N108 0 0 0 0 0 -6.911 e-5 107 1 N109 0 0 0 0 0 -1.297e-4 108 1 N110 0 0 0 0 0 -1.778e-4 109 1 N111 0 .001 0 0 0 0 110 1 N112 .001 0 0 0 0 0 111 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 0 114 N116 0 0 0 0 0 0 115 1 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 -| N121 .006 .002 0 0 0 0 120 1 N122 .004 .002 0 0 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 N130 .003 -.002 0 0 0 0 126 1 N131 .004 -.002 0 0 0 0 127 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-5 131 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 N144 0 0 0 0 0 0 137 1 N145 0 0 0 0 0 9.768e-5 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 30 Company Designer Job Number May 20, 2013 4:21 PM Checked By:_ Joint Deflections (Continued) LC Joint Label Xfin] Yfinl Zfin] X Rotation frad] Y Rotation frad] Z Rotation [rad] 138 1 N146 0 0 0 0 0 1.229e-4 139 1 N147 0 0 0 0 0 8.429e-5 140 1 N148 0 0 0 0 0 0 141 1 N149 0 0 0 0 0 0 142 1 N150 0 0 0 0 0 0 143 1 N151 0 0 0 0 0 0 144 1 N152 0 0 0 0 0 0 145 1 N153 0 0 0 0 0 0 146 1 N148A .006 -.001 0 0 0 0 147 1 N149A .006 0 0 0 0 0 148 1 N150A .006 0 0 0 0 0 149 1 N151A .004 -.001 0 0 0 0 150 1 N152A .004 0 0 0 0 0 151 1 N153A .004 0 0 0 0 0 152 1 N154 .003 -.001 0 0 0 0 153 1 N155 .003 0 0 0 0 0 154 1 N156 .003 0 0 0 0 0 155 1 N157 .006 0 0 0 0 0 156 1 N158 .006 0 0 0 0 0 157 1 N159 .006 0 0 0 0 0 158 1 N160 .004 0 0 0 0 0 159 1 N161 .004 0 0 0 0 0 160 1 N162 .004 0 0 0 0 0 161 1 N163 .002 0 0 0 0 0 162 1 N164 .002 0 0 0 0 0 163 1 N165 .006 0 0 0 0 0 164 1 N166 .006 0 0 0 0 0 165 1 N167 .006 .001 0 0 0 0 166 1 N168 .004 0 0 0 0 0 167 1 N169 .004 0 0 0 0 0 168 1 N170 .004 .001 0 0 0 0 169 1 N171 .003 0 0 0 0 0 170 1 N172 .003 0 0 0 0 0 171 1 N173 .003 .001 0 0 0 0 Joint Reactions (Bv Combination) LC Joint Label Xfkl Y[k] Zfk] MX fk-ft] MY fk-ft] MZ [k-ft] 1 1 1 0 .089 0 0 0 0 2 1 2 0 -1.649 0 0 0 0 3 1 3 0 -1.649 0 0 0 0 4 1 4 0 .089 0 0 0 0 5 1 5 0 0 0 0 0 0 6 1 6 0 0 0 0 0 0 7 1 7 0 0 0 0 0 0 8 1 9 0 0 0 0 0 0 9 1 10 0 0 0 0 0 0 10 1 11 0 0 0 0 0 0 11 1 17 0 0 0 0 0 0 12 1 18 0 0 0 0 0 0 13 1 19 0 0 0 0 0 0 14 1 21 0 0 0 0 0 0 15 1 22 0 0 0 0 0 0 16 1 23 0 0 0 0 0 0 17 1 25 0 -.089 0 0 0 0 18 1 26 0 1.649 0 0 0 0 19 1 27 0 1.649 0 0 0 0 R[SA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 31 Company Designer Job Number 10 May 20,2013 4:21 PM Checked By:_ Joint Reactions (Bv Combination) (Continued) LC Joint Label Xfk] Yfk] Z[kl MX [k-ft] MY [k-ft] MZ [k-ft] 20 1 28 0 -.089 0 0 0 0 21 1 Totals: 0 0 0 22 1 COG (It): NC NC NC Hot Rolled Steel Properties Label E [ksl] Gfksi] Nu Therm A1E.. Density[k/ft.. Yield[ksi] Rv Fu[ksl] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 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 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.2 58 1.1 Plate Primary Data Label A Joint B Joint C Joint D Joint Material Thicknesspn] 1 P14 N28 N33A N25 N31 pen Steel .125 2 P15 7 N31A N33A N28 qen Steel .125 3 P16 N33A N34 N26 N25 gen Steei .125 4 P17 N31A N30A N34 N33A aen Steel .125 5 P18 N34 N35 N27 N26 gen Steel .125 6 P19 N30A N29 N35 N34 gen Steei .125 7 P20 N35 N32A 4 N27 aen Steel .125 8 P21 N29 3 N32A N35 gen Steel .125 9 P21A N39 N43 N36 N30 qen Steel .125 10 P22 11 N42 N43 N39 gen Steel .125 11 P23 N43 N44 N37 N36 gen Steei .125 12 P24 N42 N41 N44 N43 qen Steel .125 13 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 aen Steel .125 17 P28A 11 N46 N53 N39 aen Steel .125 18 P29 N39 N53 N52 N30 qen Steel .125 19 P30 N46 N47 N54 N53 aen Steel .125 20 P31 N53 N54 N51 N52 gen Steel .125 21 P32 N47 N48 N55 N54 aen Steel .125 22 P33 N54 N55 N50 N51 qen Steel .125 23 P34 N48 19 N49 N55 gen Steel .125 24 P35 N55 N49 N32 N50 aen Steel .125 25 P35A 19 N56 N63 N49 gen Steel .125 26 P36 N49 N63 N62 N32 gen Steel .125 27 P37 N56 N57 N64 N63 gen Steel .125 28 P38 N63 N64 N61 N62 gen Steel .125 29 P39 N57 N58 N65 N64 aen Steel .125 30 P40 N64 N65 N60 N61 qen Steel .125 31 P41 N58 23 N59 N65 gen Steel .125 32 P42 N65 N59 N33 N60 gen Steel .125 33 P42A 23 N66 N73 N59 aen 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 aen Steel .125 37 P46 N67 N68 N75 N74 gen Steel .125 38 P47 N74 N75 N70 N71 aen Steel .125 39 P48 N68 27 N69 N75 aen Steel .125 40 P49 N75 N69 28 N70 gen Steel .125 41 P56A N89 N94 N86 5 aen Steel .125 RISA-3D Version 11.0.0 [IVl:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 32 11 Company May 20,2013 Designer 4:21 PM Job Number Checked Bv: Plate Primary Data (Continued) Label A Joint B Joint C Joint D Joint Material Thicknesspn] 42 P57 N88 N95 N94 N89 qen Steel .125 43 P58 N87 N96 N95 N88 qen Steel .125 44 P59 1 N90 N96 N87 qen Steel .125 45 POO N94 N91 6 N86 aen Steel .125 46 P61 N95 N92 N91 N94 gen Steel .125 47 P62 N96 N93 N92 N95 qen Steel .125 48 P63 N90 2 N93 N96 qen Steel .125 49 P63A N100 N104 N97 9 gen Steel .125 50 P64 N99 N105 N104 N100 aen Steel .125 51 P65 N98 N106 N105 N99 qen Steel .125 52 P66 5 N86 N106 N98 qen Steel .125 53 P67 N104 N101 10 N97 qen 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 qen Steel .125 57 P70A N110 N115 N107 25 gen Steel .125 58 P71 N109 N116 N115 N110 gen Steel .125 59 P72 N108 N117 N116 N109 qen Steel .125 60 P73 21 N111 N117 N108 qen Steel .125 61 P74 N115 N112 26 N107 gen Steel .125 62 P75 N116 N113 N112 N115 aen Steel .125 63 P76 N117 N114 N113 N116 gen Steel .125 64 P77 N111 22 N114 N117 aen Steel .125 65 P91A N139 N142 N136 17 qen Steel .125 66 P92 N138 N143 N142 N139 qen Steel .125 67 P93 N137 N144 N143 N138 aen Steel .125 68 P94 9 N97 N144 N137 qen Steei .125 69 P95 N142 N140 18 N136 gen Steel .125 70 P96 N143 N79 N140 N142 qen Steel .125 71 P97 N144 N141 N79 N143 qen Steel .125 72 P98 N97 10 N141 N144 qen Steel .125 73 P98A N147 N151 N111 21 qen Steel .125 74 P99 N146 N152 N151 N147 aen Steel .125 75 P100 N145 N153 N152 N146 gen Steel .125 76 P101 17 N136 N153 N145 qen Steel .125 77 PI 02 N151 N148 22 N111 qen Steel .125 78 PI 03 N152 N149 N148 N151 aen Steel .125 79 PI 04 N153 N150 N149 N152 aen Steel .125 80 P105 N136 18 N150 N153 gen Steel .125 81 P90 7 N31A N148A N132 qen Steel .125 82 P91 N31A N30A N149A N148A gen Steel .125 83 P92B N30A N29 N150A N149A gen Steel ,125 84 P93A N29 3 N127 N150A aen Steel .125 85 P94A N132 N148A N151A N131 aen Steel .125 86 P95A N148A N149A N152A N151A qen Steel .125 87 P96A N149A N150A N153A N152A aen Steel .125 88 P97A N150A N127 N128 N153A aen Steel .125 89 P98B N131 N151A N154 N130 aen Steel .125 90 P99A N151A N152A N155 N154 qen Steel .125 91 P100A N152A N153A N156 N155 gen Steel .125 92 P101A N153A N128 N129 N156 gen Steel .125 93 P102A N130 N154 N91 6 aen Steel .125 94 P103A N154 N155 N92 N91 qen Steel .125 95 P104A N155 N156 N93 N92 aen Steel .125 96 P105A N156 N129 2 N93 qen Steel .125 97 P99B 19 N48 N157 N78 gen Steel .125 98 P100B N48 N47 N158 N157 aen Steel .125 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 33 Company Designer Job Number 12 May 20,2013 4:21 PM Checked By:_ Plate Primary Data (Continued) Label A Joint B Joint C Joint D Joint Material Thicknesspn] 99 PI 018 N47 N46 N159 N158 qen Steel .125 100 PI 028 N46 11 N80 N159 qen Steel .125 101 PI 038 N78 N157 N160 N77 qen Steel .125 102 PI 048 N157 N158 N161 N160 qen Steel .125 103 P105C N158 N159 N162 N161 gen Steel .125 104 PI 06 N159 N80 N81 N162 aen Steel .125 105 PI 07 N77 N160 N163 N76 qen Steel .125 106 P108 N160 N161 N85 N163 gen Steel .125 107 P109 N161 N162 N164 N85 aen Steel .125 108 P110 N162 N81 N82 N164 qen Steel .125 109 P111 N76 N163 N140 18 gen Steel .125 110 P112 N163 N85 N79 N140 qen Steel .125 111 P113 N85 N164 N141 N79 qen Steel .125 112 P114 N164 N82 10 N141 aen Steel .125 113 P114A 27 N68 N165 N120 qen Steel .125 114 P115 N68 N67 N166 N165 aen Steel .125 115 P116 N67 N66 N167 N166 gen Steel .125 116 P117 N66 23 N121 N167 qen Steel .125 117 P118 N120 N165 N168 N119 gen Steel .125 118 P119 N165 N166 N169 N168 qen Steel .125 119 PI 20 N166 N167 N170 N169 aen Steel .125 120 P121 N167 N121 N122 N170 gen Steel .125 121 PI 22 N119 N168 N171 N118 qen Steel .125 122 P123 N168 N169 N172 N171 aen Steel .125 123 P124 N169 N170 N173 N172 gen Steel .125 124 P125 N170 N122 N123 N173 aen Steel .125 125 PI 26 N118 N171 N112 26 qen Steei .125 126 PI 27 N171 N172 N113 N112 gen Steel .125 127 P128 N172 N173 N114 N113 gen Steel .125 128 PI 29 N173 N123 22 N114 aen Steel .125 Plate Advanced Data Label A Release B Release C Release D Release Inactive Plane Stress 1 P14 2 P15 3 P16 4 PI 7 5 P18 6 P19 7 P20 8 P21 9 P21A 10 P22 11 P23 12 P24 13 P25 14 P26 15 P27 16 P28 17 P28A 18 P29 19 P30 20 P31 21 P32 22 P33 23 P34 RISA-3D 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 Bv: Plate Advanced Data (Continued) Label A Release B Release C Release D Release Inactive Plane Stress 24 P35 25 P35A 26 P36 27 P37 28 P38 29 P39 30 P40 31 P41 32 P42 33 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 P91A 66 P92 67 P93 68 P94 69 P95 70 P96 71 P97 72 P98 73 P98A 74 P99 75 PI 00 76 P101 77 PI 02 78 P103 79 P104 80 P105 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 35 Company Designer Job Number 14 May 20, 2013 4:21 PM Checked By:_ Plate Advanced Data (Continued) Label A Release B Release C Release D Release Inactive Plane Stress 81 POO 82 P91 83 P92B 84 P93A 85 P94A 86 P95A 87 P96A 88 P97A 89 P98B 90 P99A 91 P100A 92 P101A 93 P102A 94 P103A 95 P104A 96 P105A 97 P99B 98 P100B 99 P101B 100 PI 028 101 P103B 102 P104B 103 PI OSC 104 PI 06 105 PI 07 106 PI 08 107 PI 09 108 P110 109 P111 110 P112 111 P113 112 P114 113 P114A 114 P115 115 P116 116 P117 117 P118 118 P119 119 P120 120 P121 121 P122 122 P123 123 PI 24 124 P125 125 PI 26 126 P127 127 PI 28 128 PI 29 Plate Forces LC Plate Label Qx[k) Qy[k] Mx[k-ft] My[k-ft) Mxy[k-ft] Fxfkl Fv[k] Fxy[k] 1 1 P14 0 0 0 0 0 -.341 1.707 1.081 2 i P15 0 0 0 0 0 3.474 3.619 1.066 3 1 P16 0 0 0 0 0 -.112 .85 .226 4 1 P17 0 0 0 0 0 2.63 1.354 .589 5 1 P18 0 0 0 0 0 .009 .135 -.003 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 36 15 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Plate Forces (Continued) LC Plate Label Qx[k] Qy[k] Mx[k-ft] Mvfk-ft] Mxy[k-ft] Fxfk] Fvfk] Fxvfk] 6 1 PI 9 0 0 0 0 0 1.678 -.004 .655 7 1 P20 0 0 0 0 0 -.098 -.139 -.101 8 1 P21 0 0 0 0 0 .868 -.082 1.049 9 1 P21A 0 0 0 0 0 .377 -1.875 2.735 10 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 12 1 P24 0 0 0 0 0 -1.116 .051 1.816 13 1 P25 0 0 0 0 0 .279 .651 3.663 14 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 16 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 •\ P30 0 0 0 0 0 -.958 -1.209 -.079 20 P31 0 0 0 0 0 .082 -.806 .747 21 1 P32 0 0 0 0 0 .958 1.209 -.079 22 -) 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 -.5 25 1 P35A 0 0 0 0 0 4.676 3.482 -3.53 26 1 P36 0 0 0 0 0 -.378 1.875 -2.735 27 1 P37 0 0 0 0 0 1.116 -.051 -1.816 28 1 P38 0 0 0 0 0 .28 .675 -3.69 29 1 P39 0 0 0 0 0 -1.893 .015 -1.839 30 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 -| 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 .111 -.226 43 1 P58 0 0 0 0 0 -.135 -.01 .002 44 1 P59 0 0 0 0 0 .139 .098 .1 45 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 47 1 P62 0 0 0 0 0 .004 -1.679 -.654 48 •] P63 0 0 0 0 0 .082 -.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 -) 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 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 37 16 Company May 20, 2013 Designer 4:21 PM Job Number Checked By: Plate Forces (Continued) LC Plate Label QxTkl QvTkl Mxfk-ftl MvFk-ftl Mxvfk-ftl Fxfkl Fvfkl Fxvfkl 63 1 P76 0 0 0 0 0 ^ 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 66 1 P92 0 0 0 0 0 -.806 .082 .746 67 1 P93 0 0 0 0 0 .806 -.082 .747 68 1 P94 0 0 0 0 0 2.102 -.37 -.5 69 1 P95 0 0 0 0 0 -4.207 -2.553 -.658 70 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 73 1 P98A 0 0 0 0 0 1.557 -.337 -2.772 74 1 P99 0 0 0 0 0 .651 .279 -3.663 75 1 PI 00 0 0 0 0 0 -.674 -.28 -3.691 76 1 P101 0 0 0 0 0 -1.875 .378 -2.734 77 1 PI 02 0 0 0 0 0 3.004 5.406 -3.385 78 1 PI 03 0 0 0 0 0 -.015 1.893 -1.839 79 1 P104 0 0 0 0 0 .051 -1.115 -1.816 80 1 PI 05 0 0 0 0 0 -3.483 -4.676 -3.53 81 1 POO 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 83 1 P92B 0 0 0 0 0 1.63 .078 -2.448 84 1 P93A 0 0 0 0 0 .755 -1.68 -2.451 85 1 P94A 0 0 0 0 0 -.367 1.59 -.873 86 1 P95A 0 0 0 0 0 .575 1.194 -2.753 87 1 P96A 0 0 0 0 0 .489 .084 -3.318 88 1 P97A 0 0 0 0 0 .35 -.629 -2.982 89 1 P98B 0 0 0 0 0 .367 -1.592 -.873 90 1 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 93 1 P102A 0 0 0 0 0 -3.208 -6.169 -3.129 94 1 P103A 0 0 0 0 0 -2.468 -1.744 -2.751 95 1 P104A 0 0 0 0 0 -1.63 -.078 -2.447 96 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 1 P100B 0 0 0 0 0 .98 1.182 -3.038 99 1 P101B 0 0 0 0 0 -.981 -1.182 -3.038 JOO 1 P102B 0 0 0 0 0 -2.694 -6.849 -3.309 101 1 P103B 0 0 0 0 0 -.211 2.17 -1.943 102 1 PI 048 0 0 0 0 0 .303 .907 -4.405 103 1 PI OSC 0 0 0 0 0 -.307 -.907 -4.405 104 1 PI 06 0 0 0 0 0 .212 -2.171 -1.941 JOS 1 P107 0 0 0 0 0 .211 -2.171 -1.94 106 1 PI 08 0 0 0 0 0 -.3 -.898 -4.406 J07 1 PI 09 0 0 0 0 0 .31 .916 -4.404 108 1 P110 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 -3.037 111 1 P113 0 0 0 0 0 .989 1.193 -3.038 112 1 P114 0 0 0 0 0 2.694 6.849 -3.307 113 1 P114A 0 0 0 0 0 -.756 1.68 -2.45 114 1 P115 0 0 0 0 0 -1.63 -.078 -2.447 115 1 P116 0 0 0 0 0 -2.468 -1.744 -2.751 116 1 P117 0 0 0 0 0 -3.208 -6.169 -3.129 117 1 P118 0 0 0 0 0 -.348 .63 -2.982 118 1 P119 0 0 0 0 0 -.488 -.085 -3.318 119 1 PI 20 0 0 0 0 0 -.575 -1.196 -2.752 RISA-3D Version 11.0.0 tM:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 38 17 Company May 20,2013 Designer 4:21 PM Job Number Checked By: Plate Forces (Continued) LC Plate Label Qxfk] Qy[k] Mxfk-ft] My[k-ft] Mxv[k-ft] Fx[k] Fvfkl Fxv[k] 120 1 P121 0 0 0 0 0 .367 -1.592 -.873 121 1 PI 22 0 0 0 0 0 .35 -.629 -2.982 122 1 PI 23 0 0 0 0 0 .489 .084 -3.318 123 1 PI 24 0 0 0 0 0 .575 1.194 -2.753 124 1 PI 25 0 0 0 0 0 -.367 1.59 -.873 125 1 PI 26 0 0 0 0 0 .755 -1.68 -2.451 126 1 PI 27 0 0 0 0 0 1.63 .078 -2.448 127 1 PI 28 0 0 0 0 0 2.469 1.743 -2.752 128 1 PI 29 0 0 0 0 0 3.208 6.168 -3.13 Plate Principal Stresses LC Plate Label Loc Sigmalfksi] Sigma2p<si] Tau Maxfksi] Anglefrad] Von Misesfksi] P14 1.448 .537 .993 1.165 1.779 1.448 .537 .993 1.165 1.779 P15 3.077 1.652 .713 .819 2.667 3.077 1.652 •713 .819 2.667 P16 .108 •354 1.351 •661 .108 .354 1.351 .661 P17 1.907 .749 •579 •373 1664 1.907 .749 .579 .373 1.664 P18 .09 .006 •042 1.593 •087 10 .09 .006 .042 1.593 •087 11 12 PI 9 Jl B 1,268 .152 .71 1.268 -.152 .71 •331 •331 1.351 1.351 13 P20 -.011 .147 .068 .686 .142 14 -.011 .147 .068 .686 .142 15 P21 1.029 .506 .767 .573 1.355 16 1.029 .506 .767 .573 1.355 17 P21A 1.472 -2.471 1.972 .59 3.451 18 1.472 -2.471 1.972 .59 3.451 19 P22 .333 -5.106 2.387 .869 4.948 20 -.333 -5.106 2.387 .869 4.948 21 P23 2.146 -2.782 2.464 .759 4.279 22 2.146 -2.782 2.464 .759 4.279 23 P24 .917 -1.626 1.271 .941 2.231 24 •917 -1^626 1271 .941 2.231 25 P25 2.755 -2.135 2.445 .811 4.246 26 2.755 -2.135 2.445 .811 4.246 27 P26 2.007 -.755 1.381 .546 2.473 28 2.007 -.755 1.381 .546 2.473 29 P27 2.36 -1.546 1.953 .95 3.407 30 2.36 -1.546 1.953 .95 3.407 31 P28 T 5.198 .409 2.394 .615 5.006 32 5.198 .409 2.394 .615 5.006 33 P28A -1.549 -2.959 .705 -.336 2.564 34 -1.549 -2.959 .705 -.336 2.564 35 P29 .311 -1.466 .889 -.192 1.644 36 .311 -1.466 .889 .192 1.644 37 P30 T -.623 -.821 .099 -.282 .742 38 -.623 -.821 .099 -.282 .742 39 P31 T .338 -.82 •579 •517 1^032 40 •338 -•82 .579 .517 1.032 41 P32 •821 .623 •099 1.853 •742 42 .821 .623 .099 1.853 .742 43 P33 T .821 .338 •579 1.053 1032 44 8 •821 •338 •579 1.053 1.032 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TfRANSFER AT g.rSd] Page 39 18 Company : May 20,2013 Designer 4:21 PM Job Number Checked Bv: Plate Principal Stresses (Continued) LC Plate Label Loc Siamalfksil Siama2rksi1 Tau Maxfksil Analefradl Von Misesfksil 45 1 P34 T 2.959 1.549 .705 1907 2.564 46 8 2.959 1.549 .705 1907 2.564 47 1 P35 T 1.466 -.311 •889 1763 1.644 48 B 1.466 -.311 •889 1763 1.644 49 1 P35A T 5.106 •333 2.387 -.702 4.948 SO B 5.106 •333 2.387 -.702 4.948 51 1 P36 T 2.471 -1.473 1.972 2.161 3.451 52 8 2.471 -1.473 1.972 2.161 3.451 53 1 P37 T 1.626 -.917 1.271 -.63 2.231 54 8 1.626 -.917 1.271 -.63 2.231 55 1 P38 T 2.782 -2.146 2.464 2.329 4.279 56 8 2^782 -2^146 2.464 2.329 4.279 57 1 P39 T •755 -2^007 1.381 2.117 2.472 58 8 •755 -2^007 1.381 2.117 2.472 59 1 P40 T 2.135 -2^755 2.445 -.76 4.246 60 8 2.135 -2^755 2.445 -.76 4.246 61 1 P41 T -.409 -5.197 2.394 2.186 5.005 62 8 -.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 1953 -.621 3.407 65 1 P42A T -1.652 -3.077 .713 -.751 2.667 66 B -1.652 -3.077 .713 -.751 2.667 67 1 P43 T .537 -1.448 .993 -.406 1779 68 B .537 -1.448 .993 -.406 1.779 69 1 P44 T -.749 -1.907 .579 1.943 1.664 70 8 -.749 -1.907 .579 1.943 1.664 71 1 P45 T .108 -.601 .354 -.22 .661 72 8 .108 -.601 .354 -.22 .661 73 1 P46 T .152 -1.269 .711 1901 1.351 74 8 .152 -1.269 .711 1.901 1.351 75 1 P47 T -.006 -.09 .042 .02 .087 76 8 -.006 -.09 .042 .02 .087 77 1 P48 T .505 -1.03 .768 2.143 1.355 78 8 .505 -1.03 .768 2.143 1.355 79 1 P49 T .147 .011 .068 •885 •142 80 8 .147 •Oil .068 .885 .142 81 1 P56A T .537 -1448 •993 1.977 1.779 82 8 .537 -1.448 .993 1.977 1.779 83 1 P57 T .108 -.601 .354 1.79 .661 84 8 .108 -.601 .354 1.79 .661 85 1 P58 T -.006 -.09 .042 1.551 .087 86 8 -.006 -.09 .042 1.551 .087 87 1 PS9 T .147 .011 .068 .686 .142 88 8 .147 .011 .068 .686 .142 89 1 P60 T -1.652 -3.077 .713 2.322 2.667 90 B -1.652 -3.077 .713 2.322 2.667 91 1 P61 T -.749 -1.907 .579 -.373 1664 92 8 -.749 -1.907 .579 -.373 1.664 93 1 P62 T .152 -1.269 .711 -.331 1.351 94 8 .152 -1.269 .711 -.331 1.351 95 1 P63 T .505 -1.03 .768 -.572 1.355 96 8 .505 -1.03 .768 -.572 1.355 97 1 P63A T 2.471 -1.473 1.972 -.59 3.451 98 B 2.471 -1.473 1.972 -.59 3.451 99 1 P64 T 2.782 -2.146 2.464 -.759 4.279 100 8 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\larger PLATE TRANSFER AT g.r3d] Page 40 19 Company May 20,2013 Designer 4:21 PM Job Number Checked Bv: Plate Principal Stresses (Continued) LC Plate Label Loc Siamalfksil Siama2rksil Tau Maxfksil Analefradl Von Misesfksil 102 8 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 8 1.546 -2.36 1.953 2.192 3.407 105 1 P67 T 5.106 .333 2.387 2.272 4.948 106 8 5.106 .333 2.387 2.272 4.948 107 1 P68 T 1.626 -.916 1.271 2.201 2.231 108 8 1.626 -.916 1.271 2.201 2.231 109 1 P69 T .755 -2.007 1.381 -.546 2.472 110 8 .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 8 -.011 -.147 .068 .885 .142 115 1 P71 T .09 .006 .042 .022 .087 116 B .09 .006 .042 .022 .087 117 1 P72 T .6 -.108 .354 -.219 .661 118 8 .6 -.108 .354 -.219 .661 119 1 P73 T 1.448 -.537 .993 -.406 1779 120 8 1.448 -.537 .993 -.406 1.779 121 1 P74 T 1.029 -.506 .767 2.143 1.355 122 8 1.029 -.506 .767 2.143 1.355 123 1 P75 T 1.268 -.152 .71 1.901 1.351 124 8 1.268 -.152 .71 1.901 1.351 125 1 P76 T 1.907 .749 .579 1943 1.664 126 8 1.907 .749 .579 1.943 1.664 127 i P77 T 3.077 1.652 .713 -.751 2.667 128 8 3.077 1.652 .713 -.751 2.667 129 1 P91A T .311 -1.466 .889 1.763 1.644 130 B .311 -1.466 .889 1.763 1.644 131 1 P92 T .337 -.82 .579 1.054 1031 132 8 .337 -.82 .579 1054 1.031 133 1 P93 T .821 -.338 .579 .517 1.032 134 8 .821 -.338 .579 .517 1.032 135 1 P94 T 1466 -.312 .889 -.192 1.644 136 B 1466 -.312 .889 -.192 1.644 137 1 P95 T -1.549 -2.958 .705 1.907 2.563 138 8 -1.549 -2.958 .705 1.907 2.563 139 1 P96 T -.624 -.822 .099 1.857 .743 140 B -.624 -.822 .099 1857 .743 141 1 P97 T •821 .622 .099 -•278 .741 142 8 .821 .622 .099 -•278 .741 143 1 P98 T 2.96 1.549 .706 -•337 2.565 144 8 2.96 1.549 .706 -.337 2.565 145 1 P98A T 2.36 -1546 1.953 -.621 3.407 146 B 2.36 -1.546 1.953 -.621 3^407 147 1 P99 T 2.755 -2.135 2.445 -.76 4^246 148 8 2.755 -2.135 2.445 -.76 4^246 149 1 PI 00 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 T 1.472 -2.471 1.972 2.161 3^451 152 8 1.472 -2.471 1.972 2.161 3^451 153 1 PI 02 T 5.198 .409 2.394 2.186 S^006 154 B 5.198 •409 2.394 2.186 5^006 155 P103 T 2.007 -•755 1.381 2.117 2^473 156 B 2.007 -•755 1.381 2.117 2^473 157 1 PI 04 T .917 -1.626 1.271 -.63 2^231 158 B .917 -1.626 1271 -.63 2^231 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 41 Company Designer Job Number 20 May 20, 2013 4:21 PM Checked By:_ Plate Principal Stresses (Continued) LC Plate Label Loc Sigmalfksi] Sigma2fksi] Tau Maxfksi] Anglefrad] Von Misesfksi] 159 PI 05 •333 -5.106 2.387 -.702 4.948 160 •333 -5.106 2.387 .702 4.948 161 P90 T 5.434 .817 2.308 2.135 5.075 162 5434 •817 2^308 2.135 5.075 163 P91 T 3.255 -.447 1.851 .72 3.499 164 3.255 •.447 1851 .72 3.499 165 P928 2.281 -1.143 1712 -.632 3.02 166 2.281 -1143 1.712 .632 3.02 167 P93A 1.516 -2.133 1.825 -.555 3.176 168 1.516 -2.133 1825 -.555 3.176 169 P94A 1.282 -.467 •874 1.935 1.568 170 1.282 -.467 .874 1935 1.568 171 P95A 2.437 -1257 1847 2^3 3^253 172 2^437 -1257 1.847 2.3 3.253 173 P96A 2.408 -2.025 2.216 -.755 3.844 174 2.408 -2.025 2.216 .755 3.844 175 P97A 1.922 -2.108 2.015 .704 3.491 176 1.922 -2.108 2.015 •704 3^491 177 P98B •466 -1.283 •875 -.364 1.569 178 .466 -1.283 .875 •364 1569 179 P99A 1256 -2.437 1.847 .729 3.252 180 1.256 -2.437 1.847 .729 3.252 181 P100A 2.025 -2.407 2.216 2^326 3^843 182 2^025 -2.407 2.216 2.326 3.843 183 P101A T 2.108 -1.92 2.014 2.275 3.49 184 2.108 -192 2.014 2.275 3^49 185 P102A •818 -5^434 2^308 -•564 5^074 186 .818 -5.434 2.308 -•564 5^074 187 P103A .446 -3.254 185 2.291 3.498 188 .446 -3.254 1.85 2.291 3.498 189 P104A 1.142 -2.281 1.711 2.203 3.018 190 1.142 -2.281 1711 2.203 3.018 191 P105A 2.132 -1.516 1.824 2.125 3.174 192 2.132 -1.516 1.824 2.125 3.174 193 P998 5.786 .576 2.605 2.076 5.52 194 5.786 •576 2.605 2^076 5.52 195 PI 008 2^747 -1306 2^026 2^34 3^583 196 2^747 -1306 2^026 2^34 3.583 197 P101B 1.305 -2.747 2.026 -.769 3.583 198 1.305 -2.747 2.026 -.769 3.583 199 P102B .577 -5.786 2.605 .505 5.52 200 .577 -5.786 2^605 •505 5^52 201 P1038 2^172 -•866 1519 2^081 2^711 202 2^172 •866 1519 2.081 2.711 203 PI 048 3.347 -2.54 2.943 2.322 5.114 204 3^347 -2^54 2^943 2^322 5^114 205 P105C 2^539 -3^348 2^943 -•751 5^114 206 2^539 -3^348 2^943 -.751 5.114 207 PI 06 •865 -2^171 1518 •51 2^71 208 .865 -2.171 1.518 .51 2.71 209 PI 07 .864 -2.171 1.518 .51 2.708 210 .864 -2.171 1.518 .51 2.708 211 P108 2.545 -3.344 2.944 .751 5.115 212 2.545 -3.344 2.944 .751 5.115 213 PI 09 3.351 -2.534 2.943 2.322 5.113 214 3.351 -2.534 2.943 2.322 5.113 215 P110 2.172 -.867 1.52 2.081 2.712 RISA-3D Version 11.0.0 [M:\...\...\...\CALCS\larger PLATE TRANSFER AT g.r3d] Page 42 21 Company May 20, 2013 Designer 4:21 PM Job Number Checked Bv: Plate Principal Stresses (Continued) LC Plate Label Loc Sigmalfksi) Sigma2pcsi] Tau Maxfksi] ^glefrad] Von Misesfksi] 216 2.172 -.867 1.52 2.081 2.712 217 P111 -.575 -5.787 2.606 -.505 5.522 218 -.575 -5.787 2.606 •505 5^522 219 P112 1311 -2.741 2.026 -.769 3.581 220 1.311 -2.741 2.026 .769 3.581 221 P113 2.754 -13 2^027 2^339 3^585 222 2.754 -1.3 2.027 2.339 3.585 223 P114 5.784 .577 2.603 2.076 5.518 224 5.784 .577 2.603 2.076 5.518 225 P114A 2.132 -1.516 1.824 2.125 3.174 226 2.132 -1.516 1.824 2.125 3.174 227 P115 1.142 -2.281 1.711 2.203 3.018 228 1142 -2.281 1.711 2.203 3.018 229 P116 .446 -3.254 1.85 2.291 3.498 230 .446 -3.254 1.85 2.291 3.498 231 P117 -.818 -5.434 2.308 -.564 5.074 232 •818 -5.434 2.308 .564 5.074 233 P118 2.108 -1.92 2.014 2.275 3.49 234 2.108 -1.92 2.014 2.275 3.49 235 P119 2.025 -2.407 2.216 2.326 3.843 236 2.025 -2.407 2.216 2.326 3.843 237 P120 1.256 -2.437 1.847 .729 3.252 238 1.256 -2.437 1.847 •729 3^252 239 P121 •466 -1.283 .875 .364 1.569 240 .466 -1283 •875 •364 1569 241 PI 22 1.922 -2.108 2.015 .704 3.491 242 1.922 -2.108 2.015 .704 3.491 243 PI 23 2.408 -2.025 2.216 -.755 3.844 244 2.408 -2.025 2.216 .755 3.844 245 PI 24 2.437 -1.257 1.847 2.3 3.253 246 2.437 -1.257 1.847 2.3 3.253 247 P125 1.282 •.467 .874 1.935 1.568 248 1.282 -.467 .874 1.935 1.568 249 PI 26 1.516 -2.133 1.825 -.555 3.176 250 1.516 -2.133 1.825 -.555 3.176 251 P127 2.282 -1.143 1.712 .632 3.02 252 2.282 -1.143 1.712 -.632 3.02 253 P128 3.255 -.447 1.851 -.72 3.499 254 3.255 -.447 1.851 .72 3.499 255 PI 29 5.434 .817 2.308 2.135 5.075 256 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 ^5J^ CITY OF CARLSBAD COMMUNITY FACILITIES DISTRICT NO. 1 NON-RESIDENTIAL B-32 Development Services Building Division 1635 Faraday Avenue 760-602-2719 w/ww.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Resi(dential 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, ING 760 431-8500 Name of Owner 5900 PASTEUR CT STE 200 Telephone 1590 MARBRISA CR Address CARLSBAD CA 92008 Project Address Carlsbad, CA 92008 City, State 211-131-05-00 Zip City, State Zip Assessor Parcel Nunnber(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CB131319 Building Pennit Number(s) As cited by Ordinance No. NS-155 and adopted by tlie City of Carlsbad. California, the City is authorized to levy a Special Tax in Comtnunity Facilities Distiict l^o. 1. All non-residential propetty, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIIWE 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) IVlaximum annual Special Tax: $ 1,638.17 Owner's Initials 'riC I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY ANJ^THAT I UNDERSTAND AND WILL COIWPLY WITH THE PROVISION AS STATED ABOVE. Title Date Print Name 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 infonnation. Land Use HOTEL Imp.Area 2 FY 2012/13 Annex date 12/21/93 Factor .8490 X Square Ft. 13,972 = $11,862.22 B-32 Page 1 of 1 Rev. 07/09 ^ CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This fomn must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name Building Permit Plan Check Number: CB131319 GRAND PACIFIC RESORTS Proiect ID: CT/MS: SDP030002 Project Address: A.P.N Project Applicant (Owner Name): Project Description: Building Type Residential: Second Dwelling Unit: Residential Additions: 1590 MARBRISSA CR 211-131-05-00 GRAND PACIFIC RESORTS. INC NEW TIMESHARE BUILDING - VILLA 58-12 UNITS COMMERCIAL NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial: 13,972 Net Square Feet New Area City Certification of Applicant Information} (jUganttim ffthh^ SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ^ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) Q Vista Unified SchoOl.District 1234 Arcadia Drive Vista CA 92083 (760-726-2170) O San Marcos Unified School District 255 Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300x1166) 1 1 San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 (760-753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the infonnation provided above is con-ect and tme to the best of the Owner's Itnowledge, 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 pemnit is issued or if the initial determination of units or square footage is found to be incon-ect, and that (2) the Owner is the owner/developer ofthe above described proiect(s). or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: B-34 Date: H "L^"^ /3 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 pemiits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 . i_.r. MarBrisaf^esort.com (95) Development Account POB 4068, Carlsbad, CA 92018 760/431-8500 ines Bank teway Road ^d, CA 92009 3226 PAY san ™ fnslLcftf^^. ^C'^OO'- DISTRICT ORDER CAMJNO REAL . OF CARLSBAD, OA 92009 •*** Date: 07/23/13 U.S. Dollars: 0 Dollars''** $6,566.84 lnM.l:lldlJ|.IB.IJ^IIJ,|j.lL^.J.||JtjJ.|jj,jilj|||^.^^|^p^ Grand Pacific Carlsbad, LP. MarBrisaResort.cpm (95) Development Account POB 4068, Carlsbad, CA 92018 760/431-8500 PAY CARLSBAD UNIFIED SCHOOL DISTRICT*** i&R 6225 EL CAMINO REAL or CARLSBAD, CA 92009 TO THE Date: 07/29/13 U.S. Dollars: $558.88 8# r~\ AVIARA OAKS ELEMENTARY \ | CARLSBAO UNIFIED SCHOOL DISTRICT | | PACIFIC RIM ELEMENTARY p • * M r~1 AVIARA OAKS MIDDLE Q CARLSBAD VILLAGE ACADEMY I 1 POINSETTIA ELEMENTARY HeCeipt NO. I \BUENA VISTA ELEMENTARY | \ HOPE ELEMENTARY I I CALAVERA HUB ELEMENTARY | \JEFFERSON ELEMENTARY rn CALAVERA HILLS MIDDLE KELLY ELEMENTARY VALLEY MIDDLE I I CARLSBAD HIGH Q MAGNOLIA ELEMENTARY Q OTHER _ I \ POINSETTIA ELEMENTARY ^PRESCHOOL Q Q n nSAGE CREEK HIGH O <J sJ O U RECEIVED (If Applicable) FROM: ^mAf/ fi€^/<:> iicable) PARENT OF <^^/T^/)r:f<:'^C PAYMENTFOR: ACCOUNT NUMBER DATE: AMOUNT RECEIVED B' CASH .CHECK# TOTAL 1 9^ CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project AddresJ: PecmitNo.: Information provided oelcvu refers to worttBeing done on the This form must be completed and returned to the Building Division above mentioned permit only- before the permit con be issued. B-13 Building Dept. Fax: (760) 602-8^8 Numlser of^^or retofi^ed fixtures, traps, or floor drains New building sewer line? Number of new roof drains? Install/alter water line? „ Number of new water heaters? Numiser of new, relocated or replaced gas outlets? Number of new hose bibs? „... Yes 6C No Residential Pennits: New/expanded service: Number of new amps: Minor Remodel on/if^ Ves No VC Commercial/Industrial: Tenant Improvemenfc Number of existing amps involved In tiiis project: Number of new amps involved in tiiis proiect: New Construction: Amps per Panel: Single Phase Number of Three Phase Number oflnew Three Phase 480 Number of Number of new furnaces. A/C, or heat pumps?. New or relocated duct worb? „. Number of new fireplaces? Numtjer of new exhaust fans? Relocate/install uent? Number of new exhaust hoods? Number of new boilers or compressors? new amperes. I amperes_ new amperes .Ves b<L No. Page 1 of 1 . Number of HP Rev. 03,'09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date.5;^3y:? Business Name fc>^t)P ?OCiflC /ZgibtTS". IVC 17/^LA Street Address /59o ff\arh(\5c^ Qikll e CmSiobad OA Email Address 55> PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK Ti'PE OF BUSINESS) ["^"^^ Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/Milling Painting / 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 / Forming Pesticide Manufacturing / 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 / 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 Waste Treatment/Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):, Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type/volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact Title Phone No. Signature ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad. CA 92011 (760)438-3941 F/0(: (760)476-9852 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name^ in 1 Business Contact— / Telephone # , ^ Project Address ^ , /\ , ^City , i , _ State /^90 r(hfhr\s^LX,(Lc\e Chhhhaci 0\ Zip Code APN# Mailing Address . City/-). ^ „ State Zip Code Plan File# Project Contact ^ /n Telephone # . /-> _ ^ The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS IWATERIALS DIVISION: OCCUPANCY CIJVSSIFICATION: indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): \ Tf CI>TQ- Occupancy Rating: 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Uquids 7. Pyrophorics 11. Highly Toxic or Toxic IMaterials None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEP/VRTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to anv 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: / / Expected Date of Occupancy: / / Date Initials • CalARP Required I Date initials • CalARP Complete YES NO (for new construction or remodeling projects) 1. • 0^ is your business listed on the reverse side of this form? (checl< all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 4. • Q^Will your business use an existing or install an underground storage tank? 5. • Will your business store or handle Regulated Substances (CalARP)? 6. • Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 7. • Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answ/er 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 forni to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential stmctures of four units or less. Contact the APCD for more information. • CalARP Exempt I Date Initials 1. 3. 4. 5. YES • • • • • NO Cf [J 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.Qro/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). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the Califomia School Directory at http://www.cde.ca.aov/re/sd/ for public and private schools or contact the appropriate school district). Has a survey been performed to detemiine the presence of Asbestos Containing Materials? Wili there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: iry that to the best of my knowledge and belief the responses made herein are true and correct. Namei vner or Authorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HIVID* APCD COUNTY-HIVID APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other pemiitting requirements may still apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division CB131319 1590 MARBRISACR GRAND PACIFIC/MARBRISA RESORTS VILLA 58. 12 TIMESHARF IJNIT.q q79 .<;p ] JWIMO (^(sli^- PM-k /h^' SWM;)^/7 ISSUED •cv ^ Approved' ' , Date By BUILOING —y^y>? PLANNING (^/3//3 ENGINEERING FIRE Expedite? © N AFS Checked by: HazMat APCD Health Forms/Fees sent Rec'd Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School (A 6 '< Y N Sewer Y N Stomm/ater Y N Special Inspection f f A Y N CFD: 0 N LandUse: Density: ImpArea: FY: ' Annex: Factor: J^'';J[i^ / 3Lii)3i/it. \7JD\\oiJ. t^ai/jh PFF: N ' " . — V y ^ Comments Date Date Date Date Building Planning Engineering Fire " ' ' '' III ^ p^^^ • Done a Done a Done • Done CB131319 1590 MARBRISACR GRAND PACIFIC/MARBRISA RESORTS VILLA 58. 12 TIMESHARF 1 INIT.q 1.-^ q79 .qp I IVIMn Approved ' •cv Date BUILDING PLANNING ENGINEERING FIRE Expedite? AFS Checked by: By :)^/>^ HazMat APCD Health Forms/Fees Sent Rec'd Due? By Encina Fire HazHealthAPCD PE&M School (Ar Sewer Stormwater Special Inspection CFD: 0 N~ LandUse: ffffTLi S-ft 1/3' FY: Annex: PFF: Density ImpArea: Factor: 1 Comments Date Date Date Date Building Planning Engineering Fire Need? Done • Done • Done • Done • Done