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2775 OCEAN ST; ; CB082278; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-13-2009 Commercial/Industrial Permit Permit No: CB082278 Building Inspection Request Line (760) 602-2725 Job Address: 2775 OCEAN ST CBAD Permit Type: TI Sub Type: COMM Parcel No: 2032350200 Lot #: 0 Status: ISSUED Valuation: $1,096,994.00 Construction Type: VI Applied: 12/24/2008 Occupancy Group: Reference #: Entered By: RMA Project Title: BEACH TERRACE INN- REMODEL Plan Approved: 02/13/2009 EXTERIOR FACADE, RAlLINGS,WALKWAYS,.INTERIOR REMODEL Issued: 02/13/2009 Inspect Area: Plan Check#: Applicant: , Owner: KIP MCBANE TOBO INVESTMENTS P 0 BOX 4067 2785 ROOSEVELT ST CARLSBAD CA 92018-4067 CARLSBAD CA 92008 760 729-5152 Building Permit $3,844.54 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $2,498.95 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWAFee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $230.37 PFF (3105540) . $0.00 Park Fee $0.00 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) ' $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $993.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $60.00 Other Building Fee $0.00 MECHANICAL TOTAL $750.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $000 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB 1473) Fee ?? HMP Fee ?? TOTAL PERMIT FEES $8,376.86 Total Fees: $8,376.86 Total Payments To Date: $8,376.86 Balance Due: . $0.00 1N -ST eAGE -'-' ie ATTACHED (,Ø )&,... FINAL APPROVAL Insoector: Date: (( i 0 Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as feesIexactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any CiWOf. carlsa bd 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov 'Building Permit Application Plan Check No. Est. Plan Ck. Deposit Date 'V) 1'),, JOB ADDRESS 775 OCJ ST)F I SUITE#/SPACE#IUNIT# to U&>ze>3 - APN Z3~- OZ - 00 CT/PROJECT # LOT # PHASE # U OF UNITS # BEDROOMS U BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE CCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) . ivitY o QIL), ' f-OL 'L6t4oQc7 -V" oF U?PI)&' ,2vv4 W'('ct cc) & 9r / AMIti jtOtU I EXISTING USE 140tEL.. _7 ! OPOSED USE ltTtEL.. GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE ' YES 0 #_NOD AIR CONDITIONING YES ' NOD FIRE SPRINKLERS. YE NO CONTACT NAME if Different Fom Applicant . .p Ac APPLICANT NAME. —rO13o l,uFr4At&rrS ADDRESS . I .. . ADDRESS dz-7 cc 12005VELTST CITY. . . . . STATE ' ZIP ' CITY STATE ZIP c/c PHONE 7o7z Icz FAX ' ' 7o7c7 ~cz. PHONE FAX 1(7? -izg AA EMAIL Q EMAIL PROPERTY OWNER NAME . . . ' (N'J '1 CONTRACTOR BUS. NAME P1OI14--S I'ItD+'e-I novct+tm, Inc ADDRESS . . ' Z. 7S (2eX)S,(z\LELT ""(a ADDRESS . R,,.n+e. Dr. eke. 500 1 g Cg' g2-21 CITY ''' , STATE ZIP . 13 Pf) ' 9 u o 9 CITY ' STATE ZIP ' . 766-7zq , to ' '. 'FAX ' 7f 6 -7V?7c ,7c PHONE' Lf 2.3DI -4911 4—:Z?)3 FAX EMAIL . ' ' ' . . . ' p oi w ô ( (ob&Q, ' EMAIL IeanrI'don)p'r- I'm . rofk- ARCH/DESIGNER NAME & ADDRESS fo T7 ') P4 e- 5ANC ,o STATE LIC. U ' C-.iioZS' STATE LIC.# 'Cj)3Cfl ' CLASS I 13 C ITY BUS. LIC.# (Sec. 1031.5 Business and Professions Code: Any City or County which requires a pennin to coatrricn, aIter improve, moIish or repair, any structure pinr to its issuance. alap requires the applicant for such permit' to lucia 4gned statement that he is licensed jiurunant to the provisions of the C utractor's License Law (Chaptey 9, commending with Section boo of Division 3 of the Business and Pro(essiunu Code} or that he is exempt there from, and the basso For the allhgereotmpteon. Any violation of Section 103 !.S by any applicant for a permit subjects the applicant no a civil penalty of not more than tine hundred dollars ($500)). Workers' Compensation Declaration: ihereby affirm under penalty of pe4u,yo,ne of the following declarations: .0 I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided bySection 3700 ofthe Labor Code, for the performance of the work for which this permit is issued. I have and will maintaIn workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation in uran carrier and policy number are: insurance Co._Sfe-k U r pnca+to r Jr ura me. hrn,sI Policy No. _I Oj ' Expiration Date 12-11512- CO (9t section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of ExemptIon: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand doltàrs (&100,000), in addition to the cost of compensation, damages as provided for In Section 37060 e r ~,InjOstand attorney's fees. CONTRACTOR '__ DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: . 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. It, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and PrOfessions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s),Iicensed pursuant to the Contractor's License Law). 0 I am exempt under Section _____________Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0 No ' 2.I (have ! have not) signed an application for a building permit for the proposed work. - 3. I' have 'contracted with the following person (firm) to provide the proposed construction (include name address! phone/contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! Address / phone! type of work): PROPERTY OWNER SIGNATURE . DATE wstrw,644,00 (Z)7OSL 'Pui)O Is the applicant or future building occupant required to submit a business plag, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of tie Presley-Tanner Hazardous Substance Account Act? 0 Yes PKINO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air qujlity management district? P Yes co b4i0 Is the facility to be constructed within 1,000 feet of the buter boundary of a school site? 0 Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . thereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name . Lender's Address :izool O'(1? d_qa1?oa I cettaly that l have mad the application and state thatthe above Information isconectandthatthe information onthe plans isaccurate. I agemeto comply with all City ordinances and State lawsrelatingto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABIU11ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 69 deep and demolition or construction of structures over 3stories in height.. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become nut and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the o' ilding or work authorized by such permit' suspended or abandoned at anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). T G jç' ' . I I LAPPLICANTS SIGNATURE . DATE I '' i ' 7_( I aff — W CRY 01 COMM I Final uiiiig Inspection JUL 312009 Dépt: BuiIding'Eiigitieing)Planning CMWD St Lite Fire---- Plan Check #: Date: 07/31/2009 Permit #: CB082278 Permit Type: TI Project Name: BEACH TERRACE INN- REMODEL Sub Type: COMM EXTERIOR FACADE, RAILINGS,WALKWAYS,,INTERIOR Address: 2775 OCEAN ST Lot: 0 Contact Person: MATT Phone: 7607295951 Sewer Dist: CA Water Dist: CA Inspected Date - By: ja1 rcL.... Inspected: D OI Approved: Disapproved: Inspected Date By: • Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Comments: City of COMM Final Building Inspection Dept: Building Engineeri Planning CMWD St Lite Fire Plan Check #: Date: 07/31/2009 Permit #: CB082278 Permit Type: TI Project Name: BEACH TERRACE INN- REMODEL Sub Type: COMM EXTERIOR FACADE, RAILINGSWALKWAYS,,INTERIOR Address: 2775 OCEAN ST Lot: 0 Contact Person: MATT Phone: 7607295951 Sewer Dist: CA Water Dist: CA Insp cted Date By: k'U.4__ Inspected:/c3/? Approved: Disapproved: Inspected Date By: _____ Inspected: Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Comments: I UVI City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD Plan Check #: Date: 07/31/2009 Permit #- CB082278 Permit Type: TI Project Name: BEACH TERRACE INN- REMODEL Sub Type: COMM EXTERIOR FACADE, RAILINGS,WALKWAYS,,INTERIOR Address: 2775 OCEAN ST Lot: 0 Contact Person: MATT Phone: 7607295951 Sewer Dist: CA Water Dist: CA Inspect9 Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: Inspection List Permit#: CB082278 Type: TI COMM BEACH TERRACE INN- REMODEL EXTERIOR FACADE, RAILINGS,WALKWA Date Inspection Item Inspector Act Comments 01/08/2010 89 Final Combo PD Fl THIS JOB WAS FINAL BY PETE DREIBELBIS ON 8-24-2010 08/21/2009 89 Final Combo JM CA RUSS 08/17/2009 89 Final Combo JM CO NOT COMPLETE 08/14/2009 89 Final Combo JM CO LIST ON SITE 08/04/2009 89 Final Combo JM CO HANDRAIL NOT COMPLETE 08/03/2009 89 Final Combo JM CO COMPLETE HANDRAIL © BEACH ACCESS STAIRWELL - OK TO OCCUPY 07/31/2009 89 Final Combo PD CA 07/24/2009 14 Frame/Steel/Bolting/Weldin JM PA 1ST & 3RD FLOOR HARD LIDS 07/24/2009 17 Interior Lath/Drywall PC PA 37, 38, 39 07/24/2009 84 Rough Combo PC PA RMS 37, 38, 39 07/20/2009 17 Interior Lath/Drywall JM PA 07/20/2009 27 Shower Pan/Roman Tubs JM PA 07/17/2009 18 Exterior Lath/Drywall JM AP 07/17/2009 24 Rough/Topout JM AP ROOF DRAINS 07/15/2009 16 Insulation JM AP ALL UNITS 07/14/2009 84 Rough Combo JM AP ALL UNITS 07/13/2009 14 Frame/Steel/Bolting/Weldin JM CO BLACK OUT ALL LATH 07/13/2009 15 Roof/Reroof JM AP MANSARD & ROOF SHEATHING 07/13/2009 34 Rough Electric JM CO 07/13/2009 44 Rough/Ducts/Dampers JM CO 07/09/2009 .15 Roof/Reroof JM AP MANSARD - ONLY 07/08/2009 15 Roof/Reroof JM CO MANSARD 06/26/2009 18 Exterior Lath/Drywall TP AP N. BLDG 2 06/26/2009 27 Shower Pan/Roman Tubs TP AP N. BLDG 2 06/25/2009 17 Interior Lath/Drywall JM AP BATHROOM LIDS 06/25/2009 27 Shower Pan/Roman Tubs JM CO TEST 06/24/2009 14 Frame/Steel/Bolting/Weldin JM AP BATHROOM DROPS - EMR 2775 LWR 06/24/2009 39 Final Electrical JM AP 06/23/2009 14 Frame/Steel/Bolting/Weldin JM PA SOFFITS IN ALLBATHROOMS 06/19/2009 14 Frame/Steel/Bolting/Weldin JM CO FIRE CAULK ALL PENETRATIONS © 1 HR 06/17/2009 15 Roof/Reroof JM AP 06/15/2009 12. Steel/Bond Beam JM AP 06/15/2009 15 Roof/Reroof JM AP MANSARD FRAME 06/11/2009 13 Shear Panels/HD's JM AP 06/10/2009 16 Insulation JM AP 06/10/2009 84 Rough Combo JM AP 06/05/2009 14 Frame/Steel/Bolting/Weldin JM WC 06/05/2009 15 Roof/Reroof JM CO 1ST FLR NOT PER PLAN MISSING STRAPS 06/05/2009 16 Insulation JM WC 06/05/2009 17 Interior Lath/Drywall JM WC 05/29/2009 11 Ftg/Foundation/Piers JM AP POST FTGS © HOTEL ENTRY Monday, January ll, 2010 Page 1ot 2 05/28/2009 24 Rough/Topout JM AP 05/28/2009 34 Rough Electric JM NR 05/21/2009 84 Rough Combo JM NR 05/18/2009 17 Interior Lath/Drywall JM AP 04/23/2009 11 Ftg/Foundation/Piers JM AP 04/23/2009 98 BMP Inspection JM AP 04/22/2009 11 Ftg/Foundation/Piers JM AP BUILDING SHAFTS 3 SIDES PERIMETER FTG FIX PER RFI ENTRY (3) post ftgs Monday, January 11, 2010 Page 2 of 2 Id i ngDeP a rtme nt CB082278 2775 OCEAN ST BEACH TERRACE INN- REMODEL EXTERIOR FACADE, RAILINGSWALKWAYSJ, INTERIOR REMODEL OF ROOMS AT NORTH BUILIDINGS-20,698 SF TOTAL TI COMM Lot#: KIP MCBANE INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL PRIOR TO 4:00 P.M. FOR NEXT WORK DAY INSPECTION . BUILDING INSPECTION: 760-602-2725 APPROVED TO COVER DATE: 2//5/O p Type of Inspection Date Inspector Not s IF BUILDING FOUNDATION REINFORCED STEEL ,/3çj MASONRY GROUT 0 WALL DRAINS TILT PANELS POUR STRIPS COLUMN FOOTINGS SUBFRAME 0 FLOOR 0 CEILING ROOF SHEATHING t17/4 jsi r4id &46. EXT. SHEAR PANELS . . FRAME INSULATION 1' çfi 7 z-77 U '1 EXTERIOR LATH INTERIOR LATH & DRYWALL (d J"& b , c'c Ii // FINAL - - PLUMBING SEWER AND BL/CO 0 PL/CO UNDERGROUND 0 WASTE 0 WATER TOP OUT WASTE WATER l43(4 7it TUB AND SHOWER PAN GAS TEST 0 GAS PIPING ' Al. /tv4. i WATER HEATER 0. SOLAR WATER . FINAL ELECTRICAL ELECTRIC UNDERGROUND. 0 UFER ROUGH ELECTRIC WALLS 16 '6 ROUGH ELECTRIC CEILING 09 £/ ,LEcTRIC SERVICE 0 TEMPORARY BONDING 0 POOL FINAL MECHANICAL UNDERGROUND DUCTS & PIPING DUCT &PLEM. 0 REF. PIPING f( HEAT -AIR COND. SYSTEMS VENTILATING SYSTEMS FINAL CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE IT4MS ABOVE HAVE BEEN APPROVED FINAL Sign When Appropriate Building Dept. (Inspections) (760) 602-2725 Fire Department . (760) 602-4660 Planning Department (760) 602-4602 Engineering Dept. (Inspections) (760) 438-3891 - DI Building Inspectors (7am-4pm) (760) 602-2700 CMWD (760) 438-2722 Ext 7151 1635 Faraday Ave. • Carlsbad, CA 92008 • www.carlsbadca.gov - REV 1/2008 . SEE BACK FOR SPECIAL NOTES Carlsbad 082278 February 12, 2009 EsGil_Corporation In cPartnersliip with government for Bui(iing Safety DATE: February 12, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 SET: III PROJECT ADDRESS: 2775 Ocean Street PROJECT NAME: Remodel of Beach Terrace Inn U APPLICANT U JURIS. U PLAN REVIEWER U FILE E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for-a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: KIP MCBANE P 0 BOX 4067 CARLSBAD, CA 92018 Esgil Corporation staff did not advise the ap lk cant that the plan check has been completed. (P\ i REMARKS: Applicant to slipshet't iiøwKg dated sheets into the "City" set of plans: A2.1, 2.2, 2.3, 2.5, 2.6, 2.7. A8.,!1/jO.2, 0.3, 0.4, 2.5, 3.2, P2.4, 2.8, E1.1, 2.1, 3.1, 3.2, & E3.3. Applicant to hand carry toJ1e City. By: Eric Jensen Enclosures: EsGil Corporation 0 GA 0 MB 0 EJ 0 PC 2/11 /OTC EsGil Corporation In Partnersfiip with Government for (I3ui(uing Safety DATE: February 2, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 SET: II PROJECT ADDRESS: 2775 Ocean Street PROJECT NAME: Remodel of Beach Terrace Inn U NT U !IS. U N REVIEWER U FILE Lii The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: KIP MCBANE P 0 BOX 4067 CARLSBAD, CA 92018 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kip McBane Telephone #: 760-729-5152 Date contacted/ (by Fax #: 760-757-5152 tMail V4eIephone Fax Person EMAIL: kipm@juno.com REMARKS: Interior Remodel of 5491 SF; Exterior Remodel of Façade & Railway. By: Abe Doliente Enclosures: EsGil Corporation D GA 0 MB 0 EJ El PC 1/27/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 682278 February 2, 2009 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 PROJECT ADDRESS: 2775 Ocean Street SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 1/27/09 February 2, 2009 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 682278 February 2, 2009 Please make all corrections, as requested in the correction list. Submit two new complete sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLANS 1. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. This is a reminder to check final sets of plans for signatures. 6. Show locations of permanently wired smoke alarms with battery backup in Group 11 occupancies as follows (Section 907.2.10.1.1): Inside each bedroom. In every room in the path of the means of egress from the sleeping area to the door leading from the guestroom or suite. In each story within the guestroom or suite, including basements. 11. Revise the sheet index to show all the sheets submitted. Sheets MO.4, & M3.2 are submitted, but these are not included in the sheet index. Sheets Ml. 1, _ 1. 1, E2.13 and E2.14 are shown in the sheet index sheet, but these are not included in the submittal. 13. Please see the following corrections for electrical, energy, plumbing and mechanical. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 082278 February 2, 2009 PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen If this project is in a noise compliant area of the City that requires an Acoustical Report, please provide it (the Acoustical Report) for plan check. Please review and add an outside air design, if required. CBC 1207.11 (Item remains to forward to the City, no further action is necessary on the designer's part). ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) I'm not sure how the load calculations are being handled: It appears that a "total" (18) (645 unit, for example) unit summary is used for the calculated lighting load, but only a single mechanical load is being used? (Sheets E3.1 & E3.2). Please explain. Note: What I'm interested in is the single unit feeder sizing (and) each building service sizing calculations. The major concern is the mechanical loads and their impact upon the existing electrical systems. Note: Clarify, with the mechanical designer the electrical requirements, including strip heat, for all appliances. Building 1: Revise the load calculation: Add the house loads. (&) Correct the mechanical loads to match the mechanical schedules (&) Add the (unit) receptacle loads. Building 2: Revise the load calculations: How was the existing "peak demand" for the panels specified on sheet E3.2 (UL, L IA, &L IB) separated from the remainder of the building loads? Note: The 125% calculation is for existing + new loads, not existing + remodeled loads. (and) Provide a summarized load calculation Table (similar to the lower building) for determining loads. (Be sure to update methodology to match the revised calculations above. PLUMBING (2006 UNIFORM PLUMBING CODE) Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 I see a description for new roof drains but I'm not sure how the old roof drained. MECHANICAL (2006 UNIFORM MECHANICAL CODE) The upper floor exhaust fans or ducts penetrate the rated assemblies. Please provide protection at these penetrations. How does this detail (sheet M3.2) comply with CBC 716.6? ENERGY CONSERVATION The glazing has the same SHGC and U-Factor values for both the existing and new glazing? Please explain. I could not find a response. Car1sbd 682278 February 2, 2009 Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Partnersliip with Government for Bui/ifing Safety DATE: January 7, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 PROJECT ADDRESS: 2775 Ocean Street SET:I Q2.2LIQANT JURIS. N REVIEWER 0 FILE PROJECT NAME: Remodel of Beach Terrace Inn The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI .The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. [II The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: le-IP MC-3ftt1EL Po 8ox 47 C 1Prj,Cft lO/S LI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: / / Ofby.1A1 Telephone #: T7 (. 0 -7 Date contacted://7 Fax #: 7 (o 7S7 Mail /fIephone Fax Person ' ipk €?. I L Y\Q. CJ7V\ REMARKS: Interior Remodel of 5491 SF; Exterior Remodel of Facad Railway. By: Abe Doliente Enclosures: EsGil Corporation El GA [1 MB Z EJ [] PC 12/26/08 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 082278 January 7, 2009 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 082278 OCCUPANCY: R-1 TYPE OF CONSTRUCTION ALLOWABLE FLOOR AREA: nc SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: January 7, 2009 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Hotels ACTUAL AREA: STORIES: 3 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/26/08 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 082278 January 7, 2009 Please make all corrections, as requested in the correction list. Submit two new complete sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA. 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. Specify on the Title Sheet of the plans the gross floor area of each element of this project.. Section A106.1•.1.Scope of work on sheet TI shows 5,491 SFof interior remodel. The plans show more than the area of the remodel shown. Please clarify. . GENERAL RESIDENTIAL REQUIREMENTS A fire alarm system and an automatic smoke detection system may be required in Group R occupancies. Please review Section 907.2.8 and 907.2.9. In California, if a fire alarm system is required, it shall activate a means of warning the hearing impaired. Please note this on the plans. CBC Section 1007.9. Bathrooms shall be mechanically ventilated in accordance with the mechanical code (openable windows are no longer acceptable). CBC Section 1203.4.2.1. Show locations of permanently wired smoke alarms with battery backup in Group R-1 occupancies as follows (Section 907.2.10.1.1): Inside each bedroom. In every room in the path of the means of egress from the sleeping area to the door leading from the guestroom or suite. In each story within the guestroom or suite, including basements. Carlsbad 082278 January 7, 2009 . DISABLED ACCESS Compliance with the disabled access requirements are either shown on noted on the plans. This will have to be field verified. STRUCTURAL Provide a key or reference plan for the calculations and the plans. Please note also that the north arrow shown on the structural plans are different from the ones shown on the architectural plans. Sheet 4 of the structural calculations call for 6 X 10 DF # I or 3-1/2" X 9-1/2" LSL for the dropped beam at east elevation. Clearly show this beam. Show the required shear walls, their lengths and hold downs as called out in the structural calculations. . ADDITIONAL Revise the sheet index to show all the sheets submitted. Please note that sheets D3.4, P1.1, E2.13 and E2.14 are not included in the submittal. Recheck the call-outs and cross references to the details. Sheets D3.5 through D2.8 refer to sections A3.3 and A3.4 for the exterior elevation for the demolition. These should be referred to sheets D3.3 and D3.4. Please see the following corrections for electrical, energy, plumbing and mechanical. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No U Carlsbad 082278 January 7, 2009 16. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS Co-ordinate the architectural shaft details (sheet A3.9) with the mechanical plans with the SFD dampers locations. If mechanical equipment (including the roof access ladder scuttle) is installed within (CBuildingC-1013.5) or(CMechanicaIC-904.10.2.2) of the roof edge, fall guards designed per the most stringent design requirements of the enforceable Code must be provided. I can't find any ceiling design in the unit mechanical areas outside of sections showing soffits and exhaust fans. The mechanical designer has ductwork and registers installed outside these soffit locations that will require fire damper protection if they penetrate the one hour construction. Please address. Co-ordinate the architectural shaft details (sheet A3.9) with the mechanical plans with the SFD dampers locations. If this project is in a noise compliant area of the City that requires an Acoustical Report, please provide it (the Acoustical Report) for plan check. Please review and add an outside air design, if required. CBC 1207.11 ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) Panelboards may not be located in bathrooms. Please see NEC 240-24(E). I'm not sure how the load calculations are being handled: It appears that a "total" (18) (645 unit, for example) unit summary is used for the calculated lighting load, but only a single mechanical load is being used? (Sheets E3.1 & E3.2). Please explain. Note: What I'm interested in is the single unit feeder sizing (and) each building service sizing calculations. The major concern is the mechanical loads and their impact upon the existing electrical systems. PLUMBING (2006 UNIFORM PLUMBING CODE) Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping, and the roof drains. Carlsbad 082278 January 7, 2009 9. Provide a description of the hot water heating system for both buildings: o Show water heater size, type and location on plans. UPC 501.0 Include new or existing designations. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 Gravity vent water heaters may not be installed in the same area with air moving equipment (clothes dryers). Please address. An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 Detail the required Suds Relief. "Drainage connections shall not be made into a drainage piping system within eight feet of any vertical to horizontal change of direction of a stack containing subs-producing fixtures." (Bathtubs, laundries, washing machine stand pipes, kitchen sinks, and dishwashers shall be considered suds-producing fixtures). UPC 711.0 (Both building) Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 I see a description for new roof drains but I'm not sure how the olde roof drained. MECHANICAL (2006 UNIFORM MECHANICAL CODE) I can't find any ceiling design in the unit mechanical areas outside of sections showing soffits and exhaust fans. The mechanical designer has ductwork and registers installed outside these soffit locations that will require fire damper protection if they penetrate the one hour construction. Please address. Co-ordinate the architectural shaft details (sheet A3.9) with the mechanical plans with the SFD dampers locations. The upper floor exhaust fans or ducts penetrate the rated assemblies. Please provide protection at these penetrations. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. UMC 310.0 & UPC 807.2 (PTAC units) Hotel guestrooms less than 500 square feet in area require a minimum of 30 CFM outdoor mechanical ventilation. California Title 24, section 121(b). Carlsbad 082278 January 7, 2009 ENERGY CONSERVATION 17. The glazing has the same SHGC and U-Factor values for both the existing and new glazing? Please explain. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. , , a •. It Carlsbad 082278 January 7, 2009 [DO NOT PAY— THIS IS NOTANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 PREPARED BY: Abe Doliente DATE: January 7, 2009 BUILDING ADDRESS: 2775 Ocean Street BUILDING OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-A BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Interior Remodel 5491 per city 392,185 Ext. Remodel of Façade & Rails Air Conditioning Fire Sprinklers TOTAL VALUE 392,185 Jurisdiction Code ICb IBy Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: El Complete Review I $1,580.731 I $1,027.471 El Structural Only El Repetitive Fee L Repeats El Other El Hourly Hr. @ * EsGil Fee I $885.211 Comments: Sheet 1 of 1 macvalue.doc + Carlsbad 687'8 January 7, 2009 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE REVISED 2/02/09 - Abe JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 PREPARED BY: Abe Doliente DATE: January 7, 2009 BUILDING ADDRESS: 2775 Ocean Street BUILDING OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-A BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Interior Remodel 5491 Ext. Remodel of 20698 53.00 1,096,994 Façade & Rails Air Conditioning Fire Sprinklers $1,096,994 TOTAL VALUE Jurisdiction Code 1cb IBy Ordinance $3,548.58 Bldg. Permit Fee by Ordinance [1 I $1 ,580.731 $2,306.58 Plan Check Fee by Ordinance v I $1 ,027.471 Type of Review: El Complete Review El Structural Only Repetitive Fee El Other El I I Repeats El Hourly Hr. @ * $1,987.21 EsGII Fee Comments: Actual interior remodel is 20,698 SF; therefore valuation is revised according.y. Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB082278 DATE 12/24/08 ADDRESS 2775 OCEAN ST RESIDENTIAL ADDITION- POOL/SPA MINOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER EXTERIOR AND INTERIOR REMODEL-NO EXPANSION OF ANY STRUCTURE ONLY REMOVE AND REPLACE PLANNER OR/CD DATE 1/16/09 ENGINEER DATE_ ilgreloo ___________ ççrc ( ottcVf L[pW refv of vvppp (var 'wv' II:\ADMIN\COUNTEHIPIANNINC/ENCINEERINC APPROVALS oITCarlsbad UFire FiDepartment i Plan Review Requirements Category: TI, COMM Date of Report: 12-30-2008 Name: KIP MCBANE Address: P 0 BOX 4067 CARLSBAD CA 92018-4067 BLDG. DEPT COPY Reviewed by: Permit #: CB082278 Job Name: BEACH TERRACE INN- REMODEL Job Address: 2775 OCEAN ST CBAD jLWQAjPLETE myouha e or re~iew is! aNua-tqeY'0%aduct ~a e nine tcolian~c the avt)li this to this offiN for Conditions: Cond: C0N0003222 [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: 12/30/2008 By: DF Action: AP V S. IIDUNN SAVDIE INC. V STRUCTURAL ENGINEERS 908 S. CLEVELAND ST. 00EANSIDE, CA 9204 PH. (7601966-6355 FX. (760) 966-6360 E-mail: dSi@BUrfdsi.com Structural Calculations for Beach Terrace Inn North Buildings Remodel 2775 Ocean Street Carlsbad, California 92008 DSI Project No. 08-177 (WM-Design) January 13, 2008 TABLE OF CONTENTS ITEM DESIGN LOADS & DRITERIA: BLDG I: BEAM: LATERAL ANALYSIS: BLDG II: BEAM: LATERAL ANALYSIS: SHEAR WALL DESIGN FOUNDATION DESIGN 8 -11 12-14 15-16 17-20 IT] JOB Beach Terrace Inn "BLDG I & II" 8-177 SHEET NO. OF CALCULATED BY Mike DATE 12/08 CHECKED BY DATE SCALE Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 [:1 Uoii1 Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Beach Terrace Inn "BLDG II" 8-177 SHEET NO. . OF CALCULATED BY Mike DATE 12/08 CHECKED BY DATE SCALE 2006 International Building Code (IBC) 2007 California Building Code (CBC) MiC: dma Occunancv Cateao mic Design Category: D E = .1.00 Fa = 1.000 Fv= 1.502 SDS= 0.884 SD., = 0.499 1= 0.189 sec R= 6.5 no 3.0 Cd 4.0 mic Base Shear: V = 1.OE = 0.136 *W (Strength Design) V = 0.7E = p.095 *W (ASD) V wl p=1.3= 0.124 *W ASD Seismic Design Force 0: Basic Wind Speed = 85 MPH (3-sec Gust) Exposure= C 2005 NDS 2x & 3x Douglas Fir-Larch No. 2 >3x Douglas Fir-Larch No. I ALLOWABLE SOIL PRESSURE FOR D+L FRICTION COEFFICIENT PASSIVE EARTH PRESSURE ACTIVE EARTH PRESSURE AT-REST EARTH PRESSURE 1500 PSF N/A N/A PCF. N/A PCF N/A PCF BLDG I a PROJ.: "Terrace Beach" BLDG I B E A M D E S I G N J.N.: 8-177 (November. 2007) 1 DROPPED BM. AT EAST ELEVATION. Member Length, L...............15.00 It Max. Allowable Deflection .... L/ 400 Load Duration Factor, C0......1.25 Size Factor Coefficient, Cf . ........... 1.00 Trib. Area for Roof LL Reduction, A n/a it2 1(001 oaa = 4.0 psi) x ti.bf ) it + ana section 'roperties Partition = 18.0 psf)x( 4 )ft+ M.O.E.,ksi .........1,600.0 Floor Load = 55.0 psf) x ( ) ft + F',, psi ................1,625.0 Attic Storag = 20.0 psf) x ( ) It + F', psi ................212.5 Beam Wt. = 14.5 plf Depth, d, in 9.500 Total Uniform Load, wm. .................. 231.0 pIt Width, b, in 5.500 Rxn, (L), lbs . ...... 1,733 Rxn, (R), lbs. 1,733 Point Loads P1 at ..........10.00 ft 2LL+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft 2LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft 21L+DL = 0.0 lbs . ....... NONE Moment................6.5 ft-k , 5reqd ............48.0 < 82.7 in *o.K.* Shear...................1,549.8 lbs A ............10.9 < 52.3 in *OK* M.O. Inertia..........365.5 in actuai ........... 0.419 < 0.450 in *OK* US E I '6 x 10 D.F. #1 A L T 1 3.5 x 9.5 LSL (1.5E) (2) RIDGE BM.AT ENTRY. Member Length, L...............6.25 ft Max. Allowable Deflection .... LI 360 Load Duration Factor, CD, 1.25 Size Factor Coefficient, Cf . ........... 0.99 Volume Factor, Cv . .............. 1.00 Trib. Area for Roof LL Reduction, A n/a it2 Uniform Loads Allowable Stresses, Rxns., Roof Load = 34.0 psf) x ( 13/2 ) ft + and Section Properties Partition = 18.0 psf)x( )ft+ M.O.E., ksi .........1,800.0 Floor Load = 55.0 psf)x( )ft+ F'b,psi ................2,961.0 Misc. = 15.0 psf)x ( ) ft + F', psi ................206.3 Beam Wt. = 19.2 p11 Depth, d, in ........13.500 Total Uniform Load, WTL . .................. 240.2 plf Width, b, in 5.125 Rxn, (L), lbs . ...... 751 Rxn, (R), lbs . ..... .751 Point Loads P1 at ..........0.00 ft 211+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft 2U.+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 2LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft 2LL+DL = 0.0 lbs . ....... NONE Moment................1.2 ft-k ) Sreq'd ............4.8 < 155.7 in *OK.* Shear...................480.5 lbs )A.q.d ............. 3.5 < 69.2 in *OK.* M.O. Inertia..........22.0 in Aat.81 ........... 0.004 < 0.208 in *OK* .USE 5.125 x 13.5 GLB ALT NA BEAM (Ver. 2.0) 2001 National Design Specification (NDS) PROJ.: "Terrace Beach" BLDG I B E A M D E S I G N J.N.: 8-177 (November. 20O7 (3) RAISED BM. AT ENTRY. Member Length, L 9.00 ft Max. Allowable Deflection .... L/ 400 Load Duration Factor, CD. ..... 1.25 Size Factor Coefficient, Cf . ........... 0.99 Volume Factor, Cv . .............. 1.00 Trib. Area for Roof LL Reduction, A n/a it, Roof Load Partition = 34.0 = 18.0 psf)x ( psf)x( 7/2 0 ) ft + )ft+ and Section Properties M.O.E.,ksi .........1,800.0 Floor Load = 55.0 psf)x ( ) ft + F'b, psi ................2,961.0 Attic Storag = 20.0 psf) x ( ) ft + F', psi ................206.3 Beam Wt. = 19.2 p11 Depth, d, in ........13.500 Width, b, in 5.125 Total Uniform Load, w11...................138.2 pIt Rxn, (L), lbs 622 Point Loads P1 at ..........10.00 ft LL+oL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft 3LL+D1 = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 311+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE Moment................1.4 ft-k ) Smqd ............5.7 < 155.7 in *o.K.* Shear...................466.5 lbs ............ 3.4 < 69.2 in *o.K.* M.O. Inertia..........42.0 in actUai ........... 0.011 < 0.270 in *OK* U S E 5.125 x 13.5 GLB ALT NA (4) (E) DROPPED AT REAR OF ENTRY. Member Length, L...............6.25 ft Max. Allowable Deflection .... L / 360 Load Duration Factor, CD. ..... 1.25 Size Factor Coefficient, Cf . ........... 1.00 Trib. Area for Roof LL Reduction, A n/a ft2 Roof Load Partition = 34.0 = 18.0 psf)x ( 2/2 psf)x( ) ft + )ft+ and Section Properties M.O.E.,ksi .........1,600.0 Floor Load = 55.0 psf)x( ) ft + F'b, psi ................1,500.0 Misc. = 15.0 psf)x( )ft+ F',psi ................212.5 Beam Wt. = 11.5 pIt Depth, d, in Width, b, in ........5.500 7.500 Total Uniform Load, wR. .................. 45.5 pIt Rxn, (L), lbs 665 Point Loads P1 at ..........1.00 ft 3L1+DL = 622.0 lbs . ....... BM. #3 P2 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft L1+DL = 0.0 lbs . ....... NONE Moment... ............. 0.6 ft-k 5req'd ............5.1 < 51.6 in *OK* Shear...................636.2 lbs ............ 4.5 < 41.3 in *OK* M.O. Inertia..........12.4 in actuai ........... 0.013 < 0.208 in *OK* USE .6 x 8 D.F.#1 ALT NA BEAM (Ver. 2.0) 2001 National Design Specification (NDS) U 1q, I,. . rip I PROJ.: "Terrace Beach" BLDG I B E A M 0 E S I G N J N 8-177 (November. 2007) (5) Void Member Length, L...............22.75 ft Max. Allowable Deflection .... L/ 180 Load Duration Factor, CD......1.25 Size Factor Coefficient, C............1.00 Trib. Area for Roof LL Reduction, A n/a ft2 Uniform Loads Allowable Stresses, Rxns., Roof Load = 20.0 psf) x ( 2/2 + 3 ) ft + and Section Properties Partition = 18.0 psf)x( 0 )ft+ M.O.E., ksi .........1,600.0 Floor Load = 55.0 psf) x ( ) ft + F',, psi ...... ..........1,625.0 Attic Storag = 20.0 psf) x ( ) ft + F', psi ................212.5 Beam Wt. = 14.5 plf Depth, d, in 9.500 Total Uniform Load, wu. .................. 94.5 plf Width, b, in 5.500 Rxn, (L), lbs . ...... 1,075 Rxn, (R), lbs. 1,075 Point Loads P1 at ..........10.00 ft 2LL+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft. 2LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 2LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE Moment................6.1 ft-k S-eq ............45.2 < 82.7 in *OK* Shear...................1,000.3 lbs ............ 7.1 < 52.3 in *OK* M.O. Inertia..........234.7 in 0.906 < 1.517 in *OK* USE .6 x 10 D.F.#1 ALT NA (6) BM. AT WEST ELEVATION UNDER PARAPET. Member Length, L...............14.50 ft Max. Allowable Deflection .... L/ 240 Load Duration Factor, CD, 1.25 Size Factor Coefficient, C ............1.30 Trib. Area for Roof LL Reduction, A n/a ft2 Roof Load = 34.0 psf) x (3/2 )ft and Section Properties M.O.E.,ksi .........1,600.0 Partition = 10.0 psf)x( 4 )ft+ Floor Load = 55.0 psf) x ( ) ft + . F'b, psi ................1,381.3 Misc. = 15.0 psf) x ( ) ft + F', i,& ................225.0 Beam Wt. = 7.0 plf - Depth, d, in ........7.250 Width, b, in 3.500 Total Uniform Load, wm. .................. 98.0 plf Rxn, (L), lbs . ...... 711 Point Loads P1 at ..........1.00 It 2LL+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft 2LL+DI. = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE Moment................2.6 ft-k 5req' ............22.4 < 30.7 in *o.K.* Shear...................651.7 lbs Arqd ............ 4.3 < 25.4 in *OK* M.O. Inertia..........84.1 in actuaI........... 0.548 < 0.725 in *OK* USE 4 x 8 D.F.#1 ALT NA BEAM (Ver. 2.0) 2001 National Design Specification (NDS) Add 14"00" opening at existing shear wall. Total of six openings with 14" wide and 30" high need to be added in a very long shear wall 90 ft. long (40 ft. net, Area of shear wall = 40'*8'= 320 ft'Q) for a new air condition system. Total area of the six proposed opening is 20 sq. ft. that is reducing 320 sq. ft area of shear wall to 300 sq. ft. Effectively, that is 6.4 % of reduction in strength, which is less that 10%. Refer to section 3403.2 CBC 2007. Therefore, a lateral analysis will not be done for building I. The opening will be provided with "CS 16" strap above and below the opening with 3x4 blocking and edge nailed around the opening, refer to detail l/S3 for more information. BLDG II PROJ.: 'Terrace Beach" BLDGII B E A M D E S I G N J.N.: 8-177 (November. 2007) (1) DROPPED BM. AT EAST ELEVATION. Member Length, L...............21.50 ft Max. Allowable Deflection .... L/ 240 Load Duration Factor, CD. ..... 1.25 Size Factor Coefficient, Cf . ......... .. 1.00 Trib. Area for Roof LL Reduction, A n/a 112 Uniform Loads Allowable Stresses, Rxns., and Section Properties Roof Load = 34.0 psf) x ( 8.5/2 ) ft + M.O.E., ksi .........1,500.0 Partition = 18.0 psf)x( 4 )ft+ Floor Load = 55.0 psf) x ( ) ft + F'b, psi ................2,815.2 Attic Storag = 20.0 psf) x ( ) ft + F', psi ................356.3 Beam Wt. = 17.3 plf Depth, d, in ........11.875 Width, b, in. 5.250 - Total Uniform Load, wm. .................. 233.8 pIt Rxn, (L), lbs . ...... 2,514 Point Loads P1 at ..........10.00 ft LL+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft 2LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE Moment................13.5 ft-k ) Sq ............57.6 < 123.4 in *OK* Shear ................... 2,282.2 lbs Are ............9.6 < 62.3 in *o.K* M.O. Inertia..........697.1 in4 ) actuai ........... 1.023 < 1.075 in *OK* U S E 5.25 x 11.88 LSL (1.5E). ALT 6. x 12 D.F.#1 (2) DROPPED BM. AT EAST ELEVATION. Member Length, L...............13.00 ft Max. Allowable Deflection .... L/ 360 Load Duration Factor, CD, 1.25 Size Factor Coefficient, Cf . ........... 1.00 Trib. Area for Roof LL Reduction, A n/a ft2 Roof Load = 34.0 psf) x ( 9/2 ) ft + and Section Properties Partition = 18.0 psf)x( )ft+ M.O.E., ksi .........1,600.0 Floor Load = 55.0 psf) x ( ) ft + F'b, psi ................1,625.0 Misc. = 15.0 psf) x ( ) ft + F'0, psi ................212.5 Beam Wt. = 17.6 plf Depth, d, in ........11.500 Total Uniform Load, wm. .................. 170.6 plf Width, b, in 5.500 Rxn, (L), lbs . ...... 1,109 Rxn, (R), lbs . ..... 1,109 Point Loads P1 at ..........0.00 ft = 0.0 lbs . ....... NONE P2 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 211+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE Moment................3.6 ft-k ) 26.6 < 121.2 in *o.K.* Shear...................945.3 lbs ) Areqd ............6.7 < 63.3 in *OK* M.O. Inertia..........158.1 in4 actuaI ........... 0.098 < 0.433 in *OK* [ySE 6 x 12 D.F.#1 ALT NA BEAM (Ver. 2.0) 2001 National Design Specification (NDS) a PROJ.: "Terrace Beach" BLDGII B E A M D E S I G N J.N.: 8-177 (November. 2007) (3) HEADER AT STORAGE ROOM Member Length, L...............2.50 ft Max. Allowable Deflection .... L / 240 Load Duration Factor, CD, 1-00 Size Factor Coefficient, Cf . ........... 1.30 Trib. Area for Roof LL Reduction, A n/a ft2 Roof Load Partition = 34.0 = 18.0 psf) x ( psf)x ( ) ft + ) ft + and Section Properties M.O.E., ksi ......... 1,600.0 Floor Load = 55.0 psf)x( )ft+ F'b,psi ................1,105.0 Attic Storag = 20.0 psf) x ( ) ft + F', psi ................180.0 Beam Wt. = 7.0 plf Depth, d, in Width, b,in ........3.500 7.250 Total Uniform Load, WTL. .................. 7.0 plf Rxn, (L), lbs . ...... 1,894 Rxn. (R). lbs 1.894 Point Loads P1 at ..........1.25 ft 3 LL+DL = 3,770.4 lbs . ....... NONE 2 at ..........0.00 ft 'LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE Moment................2.4 ft-k 0 Srecfd ............ 25.7 < 30.7 in *o.K.* Shear ................... 1,889.8 lbs ............. 15.7 < 25.4 in *OK* M.O. Inertia..........10.6 in actuai ........... 0.012 < 0.125 in *OK* USE 4 x 8 D.F.#1 ALT 6 x 12 D.F.#1 (4) DROP BEAM AT REAR OF CAN'T ROOF JOIST. Member Length, L...............15.25 ft Max. Allowable Deflection .... L/ 360 Load Duration Factor, CD- 1.25 Size Factor Coefficient, C1............1.03 Trib. Area for Roof LL Reduction, A n/a ft2 Roof Load = 34.0 psf)x( 16/2 )ft+ and Section Properties' M.O.E.,ksi .........2,000.0 Partition = 18.0 psf) x ( ) ft + Floor Load = 55.0 psf) x ( ) ft + F's, psi ................3,720.2 Misc. = 15.0 psf) x ( ) ft + F\,, psi ................362.5 Beam Wt. = 13.9 plf Depth, d, in Width, b, in 9.500 5.250 Total Uniform Load, wm. .................. 285.9 plf Rxn, (L), lbs . ...... 2,180 Point Loads P1 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft )LL+DL = 0.0 lbs . ....... NONE Moment................8.3 ft-k ) Sreqci ............. 26.8 < 79.0 in *OK* Shear ............... . ... 1,953.4 lbs ............ 8.1 < 49.9 in *OK* M.O. Inertia..........342.2 in AgIctual ............ 0.464 < 0.508 in *OK* U S E' 5.25 x 9.5 PSL (ONLY) ALT I NA BEAM (Ver. 2.0) 2001 National Design Specification (NDS) E PROJ.: "Terrace Beach" BLDG II B E A M D E S I G N J.N.: 8-177 (November, 200) (5) DROP BEAM AT REAR OF CAN'T FLOOR JOIST. Member Length, L...............15.50 ft Max. Allowable Deflection .... L I 240 Load Duration Factor, C1,......1.00 Size Factor Coefficient, Cf . ........... 1.03 Trib. Area for Roof LL Reduction, A n/a uniturm LUdUS 1tIIUWdUIe OUSbS, rucris., and Section Properties Roof Load =' Partition = Floor Load = Attic Storag = Beam Wt. = 34.0 i 18.0 i 67.0 i 20.0 psf) x ( psf) x ( psf) x ( 16/2 psf) x ( 18.5 plf ) ft + ) ft + ) ft + ) ft + M.O.E., ksi .........2,000.0 F's, psi ...............2,976.2 F', psi ................290.0 Depth, d, in Width, b, in 9.500 7.000 Total Uniform Load, WIL. .................. 554.5 plf Rxn, (L), lbs . ...... 4,297 Rxn. (R). lbs 4.297 Point LOads P1 at..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P2 at ..........0.00 ft LL+DL = 0.0 lbs . ....... NONE P3 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE P4 at ..........0.00 ft 3LL+DL = 0.0 lbs . ....... NONE Moment................16.7 ft-k Sreq' ............67.1 < 105.3 in *o.K.* Shear....................3,858.2 lbs A,,rd ............ 20.0 < 66.5 in *OK* M.O. Inertia..........464.6 in ) actuai ........... 0.720 < 0.775 in *OK* 7. x 9.5 PSL (ONLY) ALT NA : BEAM (Ver. 2.0) 2001 National Design Specification (NOS) Dunn Savoie Inc. JOB Beach Terrace Inn 'BLDG II" 8-177 Structural Engineers SHEET NO. St OF 908 S. Cleveland S CALCULATED BY Mike I Oceanside, CA 92054 DATE 12/08 01311 CHECKED BY DATE 11 Tel: (760) 966-6355 I Fax: (760) 966-6360 SCALE WE- building consists mainly of wood shear panels and hardy panel for shear resistence, afore, per 2006 IBC, for the entire structure, R= 6.5 00= 3.0 Cd = 4.0 18C2006 (1613), ASCE 7-05 Chapter 11, 12,13 Seismic Design Criteria Soil Site Class D Table 20-3-1, Default = D iod 1 Input Project Zip Code 92028 Response Spectral Acc. (0.2 sec) S = 129%g = 1.294 g Figure 22-1 through 22-14 Response Spectral Acc.( 1.0 sec) S = 50%g = 0.496 g Figure 221 through 22-14 Site Coefficient Fa = 1.000 Table 11.4-1 Site Coefficient F,= 1.504 Table 11.4-2 Max Considered Earthquake Acc. SMS = Fa.Ss = 1.294 9 (11.4-1) Max Considered Earthquake Acc. SM1 = F.S1 = 0.746 g (11.4-2) © 5% Damped Design SOS = 2/3(SMs) = 0.863 g (11.4-3) SDI = 2/3(SM1) = 0.497 g (11.4-4) Method 2 Input the coordinate of project Latitude 330 9'33.29"N (24° to 50°) Longitude 117°21'15.91'W (-125° to -65°) From the Ground Motion Parameter Calculator by USGS SMS= 1.326 g The seismic design parameters are SM1= 0.748 g Ss = 1.326 g Fa = 1.0 SDS= 0.884 g Si = 0.498 g Fv= 1.502 SD1= 0.499 g Use the seismic oarameters from Method 2 to suoercede those from Method 1. Seismic Design Category (SDC) Determination Building Occupancy Categories II Table 1-1 Seismic Design Category for 0.1 sec D Table 11.6-1 Seismic Design Category for 1.0sec D Table 11.6-2 Si = 0.498 <0.75g Section 11.6 NOT Apply! Therefore,SDC = D Equivalent lateral force procedure . Section 12.8 To Determine Period Ct= 0.02 x = 0.75 Tablei2.8-2 Building ht. H= 20 ft C,= 1.4 for S01 of 0.499g Table12.8-1 Approx Fundamental period, Ta = Ct(hn)° = 0.189 TL = 8 Sec Figure 22-15 Calculated T shall not exceed S Cu.Ta = 0.265 Use T = 0.189 sec. Per Section 11.6 T :5 0.8Ts = 0.8 SD1/SDS = 0.452 sec. OK! Is Structure Regular & S 5 stories? Yes Section 12.8.1.3 Response Spectral Acc.( 0.2 sec) S,= 1.50g 10 Fa = 1.00 @5% Damped Design SDS = %(F5.S) = 0.010g (11.4-3) Response Modification Coef. R = 6.5 Table-12.2-1 Over Strength Factor fl = 3 Importance factor I = 1.00 Table 11.5-1 Seismic Base Shear V= CW CS= SDS =0 136 (12.8-2) R/l or need not to exceed, C = SDI = 0.406 For Ts TL (12.8-3) or C5 = SD1TL N/A For T> TL (12.8-4) 12(R/l) C shall not be less than = 0.01 (12.8-5) Min C5 = 0.5S11/R = 0.038 For S 0.6g (12.8-6) Use C.0.136 Design Base Shear V = 0.136W L1 6.6 METHOD 2-ANALYTICAL PROCEDURE 6.6.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure q1= .00256 K K,, Kd V2 1 (6-15) Exposure C Roof Height h = 26 feet Exposure coefficient K. = Section 6.5.6.6, is obtained from Table 6-3, Case 2 for MWFRS Topography factor K= 1.00 6.5.7.2, Figure 6-2 Directionality factor 1(2 = 0.85 Table 6-4 Wind Speed V = 85 mph Importance factor I = 1.00 Table 6-1 c6= 15.72 1(2 Psi Internal Pressure Coefficient (GC) = ± 0.55 Figure 6-5 for Partially Endosed Iv] Gust effect factor G = 0.85 Pressures for MWFRS p = qGC - q(GC) (6-17) Wall and Roof External pressure Coefficients C from Fig. 6-6 or 6-8 Wind Normal to Ridge (-L to 90) I/B = 0.47 h/I = 26142 = 0.62 0= 26.6 Windward wall C, = 0.8 Windward roof C = -0.31 Leeward wall C = -0.500 for L/B = 0.47 Leeward roof C,, = -0.60 Side wall C,, = -0.7 or Roof C,, = Wind Parallel to Ridge (-L to 42) 1/B = 2.14 Windward wall C = 0.8 h/L= 26/90= 0.29 Leeward wall C,, = -0.293 for L/B = 2.14 Roof C,, = -0.9 -0.9 -0.50 Side wall C,,= -0.7 for dist 13.0 26.0 52.00 -3.93 -7.64 UII.x..Lt 0.55 q(GC) =:k 14.98(0.55) =± 8.24 All forces shown in psf 15.44 @ tol5 I = 42 p= qGC,,-q1(GC,,,) Eq. 6-15 where q = q1 for windward q = qh for leeward wall, side wall and roof @26 It qj = q1, for enclosed building @26 ft cb ± 8.24 All fames shown in psf @Oto 1511 4 = 90 For Exp C ;=900 CC95 1(2 = 2.01(zIz6) K2 (mm) = 2.01(15I;) Roof Ht. h 26 ft - Normal to Ridge to 90 Parallel to ridge to 42 Height 1(2 q qhGC,, C,, qGC,, Leeward wall all 0.953 14.98 -0.5 -6.37 -029 -3.73 Side wall all 0.953 14.98 -0.7 -8.91 -0.70 -8.91 Roof ww LW .0.309 -0.600 -0.90 -0.90 .0.50 -0.30 -11.46 fro 13.0 -11.46 fr#13.0 -6.37 fr 26.0.52 -3.62 IF 52 - Wind Normal to Ridge Wind Parallel to Ridne z, Ht. (ft) 1(2 q p =q,GC ww+Lw WIN+LW Windward wall 01015 26.0 0.849 0.953 13.35 14.98 0.8 0.8 9.08 10.19 5.44 t6.56 0.80 0.80 9.08 10.19 12.80 13.92 Dunn Savoie Inc. JOB Beach Terrace Inn "BLDG II" 8-177 Structural Engineers 908 S. Cleveland St SHEET NO. OF Oceanside, CA 92054 CALCULATED BY M.B. DATE 12/08 Tel: (760) 966-6355 Fax: (760) 966-6360 CHECKED BY DATE SCALE SEISMIC ANALYSIS FORCE DISTRIBUTION (3-story) N/S EIW roof 93.5 ft 63 ft 3rd floor 90 ft 53 ft 2nd Floor 90 ft 53 ft BUILDING CHARACTERISTICS 2QE Roof Area 4816 sq ft. Roof Weight 14.0 psf Length of Ext. 3rd Floor Walls 246.0 ft Ext. Wall Weight 18.0 psf Length of Partition 3rd Floor Walls 412.0 ft Partition Weight 10.0 psf Misc 14.5 kips W TOTAL 116 kips Roofi3rd FLOOR Floor Area 4725 sq. ft. Floor Weight 27.0 psf Length of Ext. 2nd Floor Walls 246.0 ft Ext. Wall Weight 18.0 psf Length of Partition 2nd Floor Walls 412.0 ft Partition Weight 10.0 psf Misc 0.0 kips W TOTAL 196 kips 2nd FLOOR Floor Area 4725 sq. ft. Floor Weight 27.0 psf Length of Ext. 1st Floor Walls 246.0 ft Ext. Wall Weight 18.0 psf Length of Partition 1st Floor Walls 246.0 ft Partition Weight 10.0 psf Misc 0.0 kips W TOTAL 211 kips TOTAL W = 523 kips Overall Structure Height = 29.50 ft Mean Roof Height, h = 28.00 ft 3rd Floor Wall Heights = 8.00 ft 3rd Floor Depth = 12.00 in 2nd Floor Wall Heights = 8.00 ft 2nd Floor Depth = 12.00 in list Floor Wall Heights = 8.00 ft Foundation to 1st Floor Walls = 6.00 in Top of 3rd Floor Walls = 26.50 ft Top of 3rd Floor = 18.50 ft Top of 2nd Floor Walls = 17.50 ft Top of 2nd Floor = 9.50 ft Top of 1st Floor Walls = 8.50 ft Percent Dead Load For Overturning 0.9 DL + .2 S,1/1.4=>S,= 0.851 %DL 77.8% LONGITUDINAL BASE SHEAR, W 0.095 W = 49.7 Kips Redundancy Factor, p= 1.300 W(p) 64.6 Kips TRANSVERSE BASE SHEAR, V= 0.095 W = 49.7 Kips Redundancy Factor, p 1.300 W(p) 64.6 Kips NORTH/ SOUTH SEISMIC FORCE DISTRIBUTION LEVEL Wt H1 W1 x H1 F V total f f (k) (ft (k) (k) (nsf) (olf' 116 128.00 3252 1 23.7 231- 4:91 196 18.50 3625 26.4 50.0 164.613.09 Z 5.58 211 9.50 2008 14.6 523 85 154.15 2= 1140 EASTI WEST SEISMIC FORCE DISTRIBUTION LEVEL Wt Ht W1 x H1 F V total f f (k) (ft I (k) (k) (nsfl (olfl 116 128.001 3252 1 23.7 1 23.7 14.91 253.1 196 118.501 3625 1 26.4 1 50.0 1 5.58 1 293.1 211 1 9.501 2008 1 14.6 1 646 1 3.09 1 162.3 523 8655 b4.b L = ,'UtS.4b ROOF 3rd FLOOR 2nd FLOOR ROOF 3rd FLOOR 2nd FLOOR [LEVEL I Fir. Ht. (ft) 3-R 8.00 3-2 8.00 1-2 8.00 [LEVEL FIr. Ht. 3-R ~81 .00 3-2 1-2 PROJ.: "Terrace Beach" BLDG II . 2006 IBC/2007 CBC ...........Yes J.N.: 8-177 - 2008 LA .............................No SHEAR WALL (S.W.) DESIGN (August. 2008) Seismic Design Category: -;.,-<D> J General Assumptions: - Project Moisture Content = 13.0 percent Seasoned Lumber = No Allowable Compressive Stress, F (perp) = 625 psi Top Plates I Sill Plate *= 2-2x I2x Modulus of Elasticity-Boundary Element, E = 1.30E+06 psi Type of Struct. Panels = Sanded Shear Wall Info: Panel Type Capacity (plo Nail Type Nail Plywd Spc'g (O.C.) Thick. (in.) Plywd Type Gt, (lb/in) T.2305.2.2(2) P6 340.. lOd 6 3/8 Struct 1 26,000 P4 510 8d 4 3/8 Struct 1 26,000 P3 665 8d 3 3/8 Struct 1 26,000 P25 768 8d 2 318 Struct 1 26,000 P2 870 8d 2 3/8 Struct 1 26,000 P33 1330 8d 2 3/8 Struct 1 49,500 Holdown Info: Holdown Elongation No. of Conn. Dia. End !os. End Post Type (inches) Connectors (inches) (min.) . Area (in 2)(Ibs) Capacity N/A 0.000 0.00 0.000 2x4 5.25 0.00 _:CS16. o.o0o::......36.. 0.113 ..- 2x4:: .,, 5.25 .. 4 . 1,705. CS14 0.000 72 0.113 4x4 12.25 2,490 CMSTC16 0000., :, 52 :0-148-.. 4x4-.-. 12.25: 4,585 CMSTC14 0.000 76 0.148 4x4 12.25. 6,490 CMSTI2 ..- O;OOO:--- •.. 80 .-0.162 .. 4x6 -:19.25-.- 9,215. HDU2 0.088 6 0.250 2-2x4 2.25 3,075 . :.J4.- . 10.-.. 0.250, 2-2x4 - -. .. 2.25 •4,565. HDU5 0.115 14 0.250 2-2x4 2.25 5,175 -HDU8:..20. -0.250. 3-2X4.. .:::.6.75 7,870. HDU11 0.137 30 0.250 4x8 25.38 9,535 (HDUI1) .-.. 0.137:. :30.v 0.250 . 4x8- .25.38 .. 75 HDU14 0.177 36 0.250 4x8 25.38 14,390 HDU14)- 0.177.-.-:36.:...0.25O. -4x8..:.r .25.38 -.,.........14,925 HD14A 0.215 0 0.000 0 0.00 0 _--HHDQI4.:.0;08.1.:.-. 0.000 .. :.0-: •.. 0.00 '. •. 0 Notes: 1 . Uplift force is determined by using the net overturning force (MorMR). Hold-down assembly displacement Is calculated at the foundation. Wood shrinkage based on a change from MC-19% (moisture content) to MC-13% with MC-19% being assumed for S-Dry lumber. MC-13% is assumed the final MC at equilibrium with ambient humidity for the project location. Shrinkage=(0.002).(d).(19-MC) -/(load/slip modulus for a connection, lb/in)=270,000*(D15) for bolts or lag screws in wood-to-metal connections. NDS 10.3.6 (Assume 1/16' oversized holes at bolted hold-downs. Hold-down bolts must be re-tightened just prior to covering the framing.) Deflection of walls (a's) = (8vh3IEAb) + (vhlGt)+ 0.75he+ (hlb).(da) IBC Equation 23-2 - Deflection of walls () is based on strength level forces. The shear wall deflections have been determined using the the strength design forces. The calculated deflection of a shear wall is linear up to about two times the allowable stress design values. Since there are hold-down assembly displacements, and dead loads that resist overturning, the factoring up approach of ASD forces has not been used accordingly. SHEARWALL . (Version 3.8) Project Info 2006 IBC 12007 CBC Yes 2008LA ......................................... .....No SHEAR WALL (S.W.) DESIGN I Seismic Design Categoiy <0> (August, 2008) DI. Uplift A ). 3 rd Floor WEST ELEVATION L (It) = 25.00 Sum of S.W. Lengths S Lateral Load, V = ( 375.6 )x( 47/2 )+ Element Type: (P) (SxiO1IilCG0fl%5) (Seismic Governs) ( 375.6 ) x ( 6/2 ) + Free Body Pone DL) ( )x( )+ Diagram M ) = 9,953 lb = 398 pIt Modified Shear Load, v'= ( 13,271 )/( 25.00 ) = 531 pIt (V = V/ r = 13,271 lb) Use mm P% with 9.. ..1.niato and I9.1 Pnl I H IO.T.M Resisting Moment (R.M.) Restating Load (RU] Nearest Ima Corr. H /W [Modiferl Uplift Hn'down Type No. ft ft K-fl Due to Uniform Load, lb-ft Due to Point Load. lb J Edge. ft Arm. It Ratio,[ r lb Type Validation Symbol 1 5.00 8.00 15.9 2.033 o(14(1.33/2+1.33/2)+188)5vZ 0 0.00 0 4.75 1.60 1.00 2,968 CMSTC16 0.K. C 2 5.00 8.00 15.9 2.033 =(14'(1.33/2+1,33/2)+le.8)-5az 0 0.00 0 4.75 1.60 1.00 2,968 CMSTC16 "OK." C 3 3.00 8.00 9.6 732 n(14'(1.33!2+1.33/2)+18"8)3024 0 0.00 0 2.75 2.67 0.75 3.235 CMSTC16 "O.K." C 4 3.00 8.00 9.8 732 =(14(1.3312+1.3312)+le-e)-3"24 0 0.00 0 2.75 2.67 0.75 3.235 CMSTC16 "O.K." C 5 3.00 8.00 9.6 732 =(14'(1.3312+1.3312)+1RT8)3"24 0 0.00 0 2.75 2.67 0.75 3.235 CMSTC16 OK. C 6 3.00 8.00 9.6 732 o(14'(1.3312+1.3312)+188)"3a2) 0 0.00 0 2.75 2.67 0.75 3,235 CMSTC16 "O.K." C 7 3.00 800 9.6 732 =(14"(1.33I2+1.33l2)+18'8'3n24 0 0.00 ' 0 2.75 2.67 0.75 3.235 CMSTC16 "O.K." C Comments: None . r,,,., = 0.75 Use: P3 Type Shear Wall "DL I Uplift C ). 2 nd Floor - WEST ELEVATION L (It) = 25.00 Sum of S.W. Lengths Wr.âi S Lateral Load. V = ( 9,953 ) x( 1 ) + Element Type: (P) 14 isemcoovems (Seismic Governs) ( 497.7 ) x( 47/2 ) + Free Body Panetj(DL) 497.7 )x( 6/2 )+ 4 M ) = 23,142 lb = 926 Of I Modified Shear Load, V = ( 30,857 )/( 25.00 ) = 1,234 p11 (V=V/r= 30,857 lb) + Use mm. P33 with 2z ants niate and Ifid .'nn,n.nne of no.. I C",. Pnl I I H O.T.MJ Resisting Moment (R.M.) Resisting Load (R.L) [ Nearest Extema Corr. H I W Modifier I Uplift Holdown Type No. ft ft K-ft Due to Uniform Load, lb-ft Due to Point Load. tt.j Edge. ft Uplift. Arm. ft Ratio r lb Type I Validation ISymbol 1 5.00 8.00 15.9 2,249 =(27(1.3312+1.3312)+18'8)*5v2 0 0.00 2,968 4.75 1.60 1.00 5.894 CMSTC14 "O.K." 0 2 5.00 8.00 15.9 2,249 =(27-(1,3312+1,3312)+18-8)'552 0 0.00 2,968 4.75 1.60 1.00 5,894 CMSTC14 "O.K." D 3 3.00 8.00 9.6 810 =(27'(1.3313+1.33I2+188)3"2 0 0.00 3,235 2.75 2.67 0.75 6.445 CMSTC14 "OK." 0 4 3.00 8.00 9.6 810 =(27'(1.33L2+1,3312)+18"8)"3a2 0 0.00 3.235 275 2.67 0.75 6,445 CMSTC14 'O.K." 0 5 3.00 8.00 9.6 810 =(27"(1.33/2+1.33i2)+lra)"3a2 0 0.00 3,235 2.75 2.67 0.75 6.445 CMSTC14 "O.K." 0 6 3.00 8.00 9.6 810 =(27(1.3312+1.3312)+188)"3"Z 0 0.00 3.235 2.75 2.67 0.75 6.445 CMSTC14 'OK." D 7 3.00 8.00 9.6 810 =(2r(1.33/2+1,3312)+18'e)-3"2 0 0.00 3,235 2.75 2.67 0.75 6,445 CMSTC14 'OK." D Comments: . None r = 0.75 1 Use: P33 Type Shear Wall 121 D ). 1 St Floor - WEST ELEVATION L (ft) = Lateral Load, V = ( 23,142 ) x ( I ) + (Seismic Governs) ( 275.6 ) x ( 47/2 ) + 275.6 )x( 6/2 )+ ( )x( ) Modified Shear Load, v' = ( 30,446 ) I( 14.00 ) = 14.00 Sum of S.W. Lengths Element Type: (HF) Free Body Diagram 30,446 1b 2,175 p11 2,175 pIt V'VIr= 30,446 lb) r5I Uplift Iti S (Seismic Governs) PanemjDL) "toldoan Pnl L II o.T.M.I - Resisting Moment (R.M.) Resisting Load (RI.) Nearest Externa' Con'. H/Wi 'Mili Uplift Hslde & Condition Type own j £1. No. ft ft K-ft J Due to Uniform Load. lb-ft Due to Point Load. lb Edge, ft UptifjJ Arm. ft Ratio J r lb in TypVeiidatiorj 1 2.00 8.00 34.8 378 =(27'(1.33I2+1.33I2)10"8)"2°21 0 0.00 0 1.85 4.00 0.00 18,583 2 2.00 8.00 34.8 378 =(27"(1.3312+1.3312)+108)'2"2) 0 0.00 0 1.85 4.00 0.00 16,583 3 2.00 8.00 34.8 378 =(27"(1.3312+1.3312)+1O.8)"2u2 0 0.00 0 1.85 4.00 0.00 18,583 4 2.00 8.00 34.8 378 =(27'(1.33,2+1.3312)+10-8)12u2, 0 0,00 0 1.85 4.00 0.00 18,583 5 2.00 8.00 34.8 378 =(27"(1.33/2+1.3312)+10'8)'2v2, 0 0.00 0 1.85 4.00 0.00 18,583 6 2.00 8.00 34.8 378 =(27"(1.3312+1.33I2)+10.8)*2v21 0 0.00 0 1.85 4.00 0.00 18,583 7 2.00 8,00 34.8 378 =(27.(1.3312+1.3312)+1O. 8)-2u21 0 0.00 0 1.85 4.00 1 0.00 18.583 - Comments: r,rn, = 1.00 Use: NIA Type Shear Wail - USE (7).HF824 HARDY PANELS W/ 1-118" DIAL A.B.'a; CAP. = 7' 5230 His = 36610 His I - 1). IBC Alternate Basic Load Combinations are 0.90 SE and (213)0SW. 2). Holdown values have been reduced to 75% of allowable for "tA" (only). 3). Maximum 18" deep floor System is considered. 4). Refer to plans for min. nail types, lengths, and quantities at shear walls. 5). Correction for moment arm Is applied for uplift calculations. 6). Hoidown values are based on latest Simpson Strong-Tie Catalog. Abbreviation of shear resisting elements' ..................(HF): Hardy Frame/Panel: (ST): Simpson Strong Well: (SM): Shear Max Panel: (SF): OMRF: (SC): Cant. Steel Column. HeIght-to-Width (HI M Ratio modifier ...................... r= 2 • L IN for aspect ratios between 2:1 to 3.5:1 (Table 2305.3.4, Footnote "a') The maximum negligible uplift load In pounds for tat floor and upper levels, respectively, Is ..........................tat floor ............. F 100 I Upper levels ............I 100 For In-plane discontinuIty (1. 12.3-2.84) and out-of-plans offset (T. 12.3.1, 44) In lateral force path, retorts "ELEMENTS SUPPORTING DISCONTINUOUS SYSTEMS" worksheet(s). Simpson MST72 maybe used instead of CMSTC16 for maximum 18" deep floor joIsts Hold-down I Tie-down load capacity multiplier for connectors that do not consider seismic (earthquake) cyclic loading ............................................................I 100 I - 13). Deflection of shear walls (A.) .................................. (8vh'IEAb) * (vhlGt). 0.l5ho,,* (hIb).(d)(Equation SHEARWALL (Version 1.0) WALL-1-3 [T71 PROJ.: "Terrace Beach Inn" - BLDG II J.N.: 8-177 CONVENTIONAL FOUNDATION DESIGN (November. 2007) 15 inch wide x 18. inch deep cont. ft'g (1-Story) 18 inch wide x 18 inch deep cont. ft'g (2-Story) Use mm. (1) - #4 bar at top & bottom of all footings Soil Br'g Pressure, SBP = 1,500 psf Weight of Conc., W = 150 psf Allow. Stress Increase = 1.20 Per ASCE 7-05 Weight of Soil, W = 100 psf 1-Story: (worst case) 2-Story: (worst case) Roof .......( )*( )= 0.0 ( )*( )= 0.0 Wall ........( )*( )= 0.0 ( )*( )= 0.0 Floor .......( )*( ) 0.0 ( . )( ) 0.0 Storage ... ( ) * ( ) = 0.0 ( ) * ( ) = 0.0 Total 0.0 plf 0.0 plf eqd Ft'g Width = LOAD / [SBP - (W - Wj] Max. Point Load = [SBP - (W - W5)] x L x W 1-Story = 0.0 in < 15 in .......OK' 1-Story = 7,552 lbs. 2-Story = 0.0 in < 18 in .......OKI 2-Story = 9,788 lbs Req'd Pad Size = LOAD / [SBP - (W - W5)] (see charts below): Load Case Minimum Pad Size Description I Location: . D+L P, -(lbs) D+L+E I P, (lbs) D+L (in 2) I D+L+E (in2) BM. #4 + Bm#5 (Ext. Beams.) 10,7741 33 n/a 2*BM. #4 + 2*Bm#5 (Int. Beam.) 21,548 48 n/a ___ Fooling Grade 01 Projected Length ) NTS Notes: Use SBP for D +1 load case; use SBP x Allow. Stress Increase for D + I + E load case. An allowable stress increase 0(1.7 or 1.2 can be used with special load combinations per 1997 UBC Section 1630.8.2.1 and ASCE 7-05 Section 12.4.3.3, respectively. References: Uniform Building Code (UBC), 1997 Edition International Building Code (IBC), 2006 Edition Pad Size Iin2) Reber Req'd. (Bott EJW) Allowable Load, P D + L (Ibs) 0+ L + E (lbs) 24 (2)44 5,800 7,000 27 (2)44 7,341 8,859 30 (2)-#4 9,063 10,938 33 (2)-#4 10,966 13,234 36 (3)-#4. 13,050 15,750 39 15,316 18,484 42 (3)-#4 17,763 21,438 45 . (3)44 20,391 24,609 48 (4)-#4 23,200 28,000 51 (4)-#4 26,191 31,609 54 (4)44 29,363 35,438 57 (4)-#4 32,716 39,484 60 (5)-#4 36,250 43,750 63 (5)44. 39,966 48,234 foundation design (Ver. 2.0) a' p LbI PROJ.: "Terrace Beach Inn" - BLDG II J.N.: 8-177 Holdown Anchor Bolt Design Summary of Design Equations Design requi,ments for tensile loading per Section 0.5 of AC1318-05 Check# 1: Steel (AC! D.5.1 N55 = n*A.e*fut. (AC! Eqn. 0-3) where: Nsa = nominal strength of anchor(s) in tension as govened by the steel stength, lbs n = number of anchors in group A,,,= cross-sectional area of anchor, in2 uta = specified tensile strength of anchor steel, psi f <= the smaller of 1.9*f5 and 125,000 psi f 8 = specified yeild strength of steel psi C'heck# 2: Onzcrete Breakout (AID.5.2) . . Ncb = (ANdAN )*Y .N*YC.N*Y ,N*Nb (AC! Eqn. D-4) where: NO = nominal concrete breakout strength in tension of a single anchor, lbs ANC = projected concrete failure area of anchor(s), in ANC = (C81+1.5*hef)*(2*1.5*hef) If C51<1.5*h5, (AC! Fig. RD. 5.2. 1) = edge distance of anchor, in hef = effective embedment depth of anchor, in = projected failure area of anchor(s) if not limited by edge distance/spacing, in AN. = 9*het2 (AC! Eqn. 0-6) 1fred,N = modification factor for edge effects = 1.0 if Ca.mun > 1.5h 1 (AC! Eqn. 0-10) 'I'od.N = 0.7+0.3*(Cam1j1.5*hef) if camn < 1.5h0, (AC! Eqn. D-1 1) Cemin = minimum edge distance of anchor, in = non-cracked concrete modification factor = 1.25 for cast-in anchors, or 1.4 for post-installed anchors 'V'cp.N = modification factor for post-installed anchors for uncracked concrete w/o supplementary reinforcement 'V'cp,N = 1.0 for cast in place anchors (see ACl Eqn. D-1 2,13-13 for post-installed) Nb = basic concrete breakout strength of a single anchor, lbs Nb = kc*fc05*her15 where k5 = 24 for cast-in & 17 for post installed (AC! Eqn. 0-7) For cast-in anchors 11"<h5<=25", Nb = 16*?cO5*hefS3 (AC! Eqn. 0-8) f' = compressive strength of concrete, psi Check# 3: Pullout Streið (A CI .0.5.3) . . = y,p*Np (AC! Eqn. 0-14) where: NPn = nominal pullout strength of a single anchor in tension, lbs = non-cracked concrete modification factor Ocp = 1.4 for noncracked section & 1.0 for cracked section N = nominal pullout strength of a single anchor in tension, lbs N = 8*Abrg*fc for single headed stud/bolt (AC! Eqn. 0-15) N = 0.9*fC*eh*dO for single hooked bolt (AC! Eqn. 0-16) Abrg = bearing area of the headed stud or anchor bolt, in eh = distance from inner surface of shaft to outer tip of J- or L- bolt, in do = outside diameter of stud/bolt, in (where 3*d0 <= e, <= 4.5*d0) Qi eck# 4: Concrete Side-Face Blowout (4c!D.5.4) NO = 160*Ca1*Abrg 5*fc05 where: NO= nominal side-face blowout strength for single anchor close to an edge, lbs Note: "Close to an edge" = cal <O.4*h51 foundation design (Rev. Aug., 2007) Elevation 18,583 lbs .....OK! [7q] .' PROJ.: "Terrace Beach Inn" - BLDG II J.N.: 8-177 Holdown Anchor Bolt Design Headed Stud or Bolt Design requirments for tensile loading per Section D.5 of AC1318-05 Desiin Inputs: Holdown Type = HF824 Max. applied tensile load, Nua = 18,583 lbs Outside diameter of bolt, d0 = 1.125 inches Comp. strength of concrete, f = 2,500 psi Specified yeild strength of steel, fya = 60,000 psi Anchor embedment depth, het= 27.0 inches Steel plate at bottom of anchor, b = 3.53 in (square) Edge distance of anchor, Cal = 6.25 inches Edge distance of anchor, ca2 = 6.25 inches Cracked Section? Yes Cast-in Place? Yes Check# 1: Steel (A CI D.5.1) Number of anchors, n = I X-sectional area of anchor, Are = 0.994 in1 Tensile strength of anchor, fut. = 114,000 psi Nsa = 113,318 lbs C'heck# 2: Concrete Breakout VAcID.5.2 Projected concrete failure area, ANC = 2,186 ifl1 Failure area if not limited, ANCO = 6,561 ifl Modification factor, 't'cpN = 1.00 Modification factor, fred,N = 0.75 Modification factor, lPc,N = 1.00 k= 24 Concrete breakout strength, Nb (1)= 168,355 lbs Concrete breakout strength, Nb (2)= 194,400 lbs Concrete breakout strength, Nb = 168,355 lbs NCb = 41,853 lbs Claeck# 3: Pullout Stren.21h (ACID.5.3) - Modification factor, 1pc,p = 1.00 Bearing area of stud/bolt, Abg = 12.48 ifl1 Concrete pullout strength, Np = 249,571 lbs N= 249,571 lbs C'heck# 4: Concrete Side-Face Blowout (4 CI D.5.4) N9b= 176,625 Conclusion: Nominal tensile strength, N = 41,853 lbs Strength reduction factor, cc = 0.85 Ultimate tensile strength, çoN = 35,575 lbs > foundation design (Rev. Aug., 2007) PROJ.: "Terrace Beach Inn" - BLDG II J.N.: 8-177 Holdown Anchor Bolt Welding Design Design requirments for tensile loading per Section D.5 of AC1318-05 Design InDuls: Holdown Uplift = 18,583 lbs Number of anchors, n = 3 1-1/4" x3-1/2" Welding thickness = 1/4 inches I A.B. Steel Rod Outside diameter of A.B, d0 = 1.125 inches . .., . ., 1.67 Uplift to each anchors 6,194 Weld design lbs 12 Req'dweithng capacity, R: kips , Welding length, I = 3.5 inches plan view D = 4 0.928*D = 3.71 kips/in _ Q*1*0.928*D = 21.9 kips Weld Cap~ty 21.9 .................................................... Kips >12A C8082278 2775 OCEAN ST BEACH TERRACE INN- 5tEMODEL EXTERIOR FACADE, RAILINGS,WALKWAYS,INTERIOR REMODEL OF ROOMS AT NORTH BUILIDINGS-20,698 /j,L//(o? 40 CA. cz&/kJ,\ 4o EJ4 (L tJ2c/ - .-74 ,ia&zz - - -- - Building LPlanning - LEngineering Ia/o/og LHeah [azMat/Air Quality çvments Date Building Ibcq(2,j9 [Planning LEngineering [Fire Forms/Fees sent Rec'd Due? Lschoo1 IV N - LCFD V N - [F - V N E&M Z-( V N [Special map. V N LFire V N [ewer V N - II. t /f..1 - Application & lteidkd Docs. Complete Fees Complete f_- City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-12•2009 Plan Check Revision Permit No:PCR09063 Building Inspection Request Line (760) 602-2725 Job Address: 2775 OCEAN ST CBAD Permit Type: PCR Status: ISSUED Parcel No: 2032350200 Lot #: 0 Applied: 05/21/2009 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 06/12/2009 PC #: CB082278 Issued: 06/12/2009 Project Title: BEACH TERRACE INN-REV EXHAUST Inspect Area: SHAFT, ROOF DRAIN, SIGN LIGHTING, AWNING FRAMING, Applicant: Owner:........ KIP MCBANE TOBO INVESTMENTS 2785 ROOSEVELT-ST, CARLSBAD CA' 92008 _ /\ 760 729-5152 Li U ~$95.00 Plan Check Revision Fee/ Additional Fees I/& / \\LT Total Fees: $95.00 '.Total Payments To Date: $95.00 Balance Due: \ $0.00 I / .- \ -\ ?/ 5 INCORPORATED 1952 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. s b a d Plan Check Revision No. _V L4 U'1 0 t3 Original Plan Check No. Project Address _7 I S' O C61 Date_S / Name of Business at Project Address IEi'cz..* Tc44- I t'J Contact _t4 P 1V%461J C Ph_7o 7i SI &ax 7(00 7 7 SI ?Email kl*FM L#%.O • Contact Address 0 'O)( (0(o'7 City nJQVL5SfN0 Zip amg General Scope of Work M11`46, _'L..Pit'J _V%SIONS 4 CLPMW4M)oN$pctE EritJ (- Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: 0 Plans 0 Calculations 0 Soils Energy 0 Other. 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 6VI5(E%tjr _cttwr AZI. -,2.'4_#.'4) IesJ% _&t'nt4 (lClA11bJ(.2 t3v& &\ cv i',egv A25i Vi_t )''f_Csk'4 EVtS60G1r1tiJ6.'1orC.5t&t.5 11's gv,sC AWMINk _'ri L6 -'osr_Dc'rrcç S-9 .s-'7,i '-',s-t?..,S'3 iatVs (flPV VVT Ltc'tCWC _. 4Lt(2'3 5 Does this revision, in any way, alter the exterior of the project? Yes J No 6 Does this revision add ANY new floor area(s)? 0 Yes a No 7 Does this revision affect any fire related issues? IJ Yes C3 No 8 Is this a compIet set? 0 Yes No A!Mgnature V"1 VdlWiJ 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 Fax: 760-602-8558 FROM :LJM cRCH'T5/FRIECC) INC. FAX NO. :750 729 0282 May. 27 2009 05 OBPM P2 Q City of Carlsbad SWLDINQ DEPARtMENT 1.635 Faraday Avenue, Carlsbad, CA 92005 Phone. 76 6Ø2m7543./ Faii 7604028MB Plan Check Comments 12007 Codes To: From: Steve Bor06say -r —. Iagea Phone; Date Please make correotlons referred to below and run TWO new printa If pd markt are on plane as a part of this Plan Check response please return rd marked set with the new prints. This Is a BUILDING REVIEWONLY. Comments or approval do not apply to any other City department review. For Information on the otatas of approval from other departments please contact staff @760402.27171271612719. ' c. ~~-1 IN> t. ,4Y ct 4L -rk. Showft 3;. •- S/M .$ I See Structural and MPE corrections on separate sheets. Architectural: 2. Architectural and structural details have been coordinated. Sheet A3.5 goes with S-4, and A3.7 qoes with S-13. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. PCR 09-63 Address 2775 OCEAN ST Planner GINA RUIZ Phone(760)602-4675 APN: 203-235-02-00 Type of Project & Use: HOTEL-TI Net Project Density: DU/AC Zoning: General Plan: RH Facilities Management Zone: 1 CFD (in/out) #_Date of participation:_____ Remaining net dev acres:_____ . . (For non-residential development: Type of land used created by this permit: - Circle One . 0 . ) . W . .c ! .c Legend: Item Complete (El Item Incomplete - Needs your action 00 Environmental Review Required: YES 0 NO 0 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 0 0 Discretionary Action Required: YES 0 NO Z TYPE APPROVAL/RESO.NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO 0 CA Coastal Commission Authority? YES 0 NO JR 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): EXEMPT Z 0 0 Habitat Management Plan Data Entry Completed? YES 0 NO 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!) 0 0 IncIusionary Housing Fee required: YES 0 NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES 0 NO 0 (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:%ADMlNTemplateBuilding Plancheck Review Checklist.doc Rev 4/08 Site Plan: 0 0 , SEE ADDITIONAL COMMENTS BELOW Policy 44— Neighborhood Architectural Design Guidelines Z El 0 1. Applicability: YES 0 NO 0 0 2. Project complies: YES E] NOD Zoning: NO ADDITIONS 0 0 Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 0 0 Accessory structure setbacks: • Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 0 Lot Coverage: Required Shown._____ 0 0 Height: Required Shown O 0 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown O 0 Additional Comments #1. PER PS 01-40, ILLUMINATION WAS APPROVED FOR THIS SIGN. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GR DATE 5/27/09 H:'ADMINTempIate\Building Plancheck Review checklist.doc I Rev 4/08 DUNN SAVDIE INC. 908 S. CLEVELAND ST. STRUCTURAL ENGINEERS OCEANSIDE, CA 92054 PH. (780) 866-6355 FX. (760) 966-6380 E-mail: dsi@sur'fdsi . corn Plan Check Response Structural Calculations for Beach Terrace Inn North Building (PCR09063) 2775 Ocean Street Carlsbad, California 92008 DSl Project No. 08-177 (WM-Design) June 01, 2009 PLAN CHECK RESPONSE D'Vf 11 ITEM Sht. No. RESPONSE or CLARIFICATION S-13 Detail 5/S-13 has been revised to address mounting bolts. N/A Structural detail sheet S-13 corresponds to detail sheet A3.7 of Architect drawing not A3.5. To expedite the plan check process, please feel free to contact our office at (760) 966-6355 if you have any comments. PCRO9063 2775 OCEAN ST BEACH TERRACE INN-REV EXHAUST 54 (q Tof 6zd M/M7 I?/ 27p eu4 0o L/09 Cc,rrec. r4t TIa.-i yct(. 7/27o amms ?PIANNINo - - !IP('FIEAP9P$0 mew _____ QIMj -O6ER Offi TO FROM mcowt APPLICANT PORMFORM &MET CRISP NCORR COLCORR City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-12-2009 Plan Check Revision Permit No:PCR09022 Building Inspection Request Line (760) 602-2725 Job Address: 2775 OCEAN ST CBAD Permit Type: PCR Status: ISSUED Parcel No: 2032350200 Lot #: 0 Applied: 03/10/2009 Valuation: $0.00 Construction Type: NEW . Entered By: - KG Reference #: CB082278 Plan Approved: 03/12/2009 PC #: Issued: 03/12/2009 Project Title: BEACH TERRACE INN-CHANGE ELEC Inspect Area: PANEL SIZE Applicant: Owner: MCBANE KIP TOBO INVESTMENTS P0 BOX 4067 2785 ROOSEVELT ST CARLSBAD CA 92018 CARLSBAD CA 92008 760-729-5152 Plan Check Revision Fee $85.00 Additional Fees $0.00 Total Fees: $85.00 Total Payments To Date: $85.00 Balance Due: $0,00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. AM . I Plan Check Revision No. r(1_U1 Original Plan Check No. _C Z -Z-Z 7 FC Project Address _'2.77 c O6)N ST Date_' ((c (c Name of Business at Project Address I kit'.J Contact K14? ,itc.P)M/c PhIWIVOUIS1 Fax7iO77 't Email_____________ Contact Address_ O €,O)( 4O(c) . City zip _g General Scope of Work 5N. +C 4I*VEL_ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans El Calculations El Soils El Energy Q Other. . 2. . Describe revisions in detail 3. List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? El Yes 1No 6 Does this revision add ANY new floor area(s)? El Yes 7 Does this revision affect any fire related issues? fl Yes ~8--.No 8 Is this a complete set? El Yes Signature_ 1635 Faraday Avenue, CA 92008 Phone: 760-602-2717/2718/2719 Fax: 760-602-8558 PCR09022 2775 OCEAN ST BEACH TERRACE INN-CHANGE ELEC PANEL SIZE A4'Qt?a SLe2fr 3-/'-W- ct2CU/4, S2tQ (2 O - js.sc2 EiJ Approved Date Building I Planning fl Engineering Fire F.O.G. HazMat APCD Health Forms/Fees Sent Recd Du cFO Fire FOG HazM'Health Health LOA PFF PE&M School Sewer_ Stormwater V Vt. Comments Date Date Date Building Planning Engineering Application Complete? V N 03 Fees Complete? V N B3 05-14-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR09052 Building Inspection Request Line (760) 602-2725 2775 OCEAN ST CBAD PCR Status: ISSUED 2032350200 Lot #: 0 Applied: 04/28/2009 $0.00 Construction Type: 5B Entered By: KG CB082278 Plan Approved: 05/14/2009 Issued: 05/14/2009 BEACH TERRACE INN-REVISIONS TO Inspect Area: ROOF FACADE, ELECTRICAL FIXTURES,FIELD CONDITION Owner: TOBO INVESTMENTS Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: Applicant: MCBANE KIP P0 BOX 4067 2785 ROOSEVELT ST CARLSBAD CA 92018 CARLSBAD CA 92008 762-729-5152 Plan Check Revision Fee $250.00 Additional Fees $0.00 Total Fees: $250.00 Total Payments To Date: $250.00 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any C i t of C a r l sbad I___, (. ' Plan Check Revision No. Original Plan Check No. U 22 73 Project Address _2 '77S CXJ7ttL, S(?/ C Date /,Z2r/cY Name of Business at Project Address U 1 EeeP( / ,kJiL/ Contact Ki P /lc l3,')E Ph 76r) 7274 SI 757- 5752. Email Contact Address I' 0 '' o(7 CityCA19Lr8AI) zipct12O/C8 General Scope of Work RooF fA1 90$2 2Jist) Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: TZ~Plans E Calculations LI Soils E1 Energy LI Other, 2 Describe revisions in detail 3 List page(s) where each revision is shown 4. List revised sheets that replace existing sheets utLDrJ Q:c : F/c/DE Rt/(5(0) M - cn'-F-i RLKrO To Ts fkA)c, EJUEJ°rL cPRrF,cMio,U 7 4/u aEe 7LT COA) Dmo&L (EVl!o1uS 5 Does this revision, in any way, alter the exterior of the project? Yes 1 No 6 Does this revision add ANY new floor area(s)? Yes No 7 Does this revision affect any fire related issues? LI Yes No 8 Is this aco Yes Signature PjV( 1(-.L 1635 Faraday Avenue, Carlsad, CA 92008 Phone: 760-602-2717 / 2718/2719 Fax: 760-602-8558 / EsGil Corporation In Partnersfiip with government for tBuirding Safety DATE: May 5, 2009 13-6EPILLCANT JURIS JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 082278 Rev 1(PCR09052) SET: I PROJECT ADDRESS: 2775 Ocean St PROJECT NAME: Beach Terrace Inn The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Lii The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Revision 1 includes building 2 façade changes. By: Abe Doliente Enclosures: EsGil Corporation 0 GA 0 MB 0 EJ 0 PC 4/30/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 J Carlsbad 082278 Rev 1(PCR09052) May 5, 2009 [DO NOT PAY —THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 082278 Rev 1(PCR09052) PREPARED BY: Abe Doliente DATE: May 5, 2009 BUILDING ADDRESS: 2775 Ocean St BUILDING OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-A BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBy Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance I $250.601 Type of Review: El Complete Review El Structural Only Li Repetitive Fee Repeats * Based on hourly rate El Other Hourly 21 Hrs.@* EsGil Fee $100.00 I $200.00I Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCR 09-52 DATE 4/28/09 ADDRESS 2775 OCEAN ST RESIDENTIAL ADDITION- POOL/SPA MINOR (07,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER ROOF FACADE CHANGES PLANNER gina DATE 4130/09 ENGINEER DATE___________ II:\ADlINcOUER/PIANNlGjEN6INEERINC APPROVALS PCR09052 2775 OCEAN ST BEACH TERRACE INN-REVISIONS TO ROOF FACADE,ELECTRICAL FIXTURES,FIELD Approved Date I Building Planning -:i1 4 Engineering Fire F.O.G. HazMaVAir Ouality Health Forms/Fees Sent Recd Due? CFD v Fire y HazMaVHealth Y Health If LOA y PFF v PE&M y School y Sewer - Y Stormwater y Workers Comp. y V N V N Comments Date Date Date Building Planning Engineering Fire ineMOzk ge7D 00 V-2t 9 JA& SA/,97 27 5\i)0S 51/'1/129 /_J3-t) Application Complete? Y N By Fees Complete? V N By- 13