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HomeMy WebLinkAbout2895 OCEAN ST; ; CB044346; Permit02-25-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB044346 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2895 OCEAN ST CBAD RESDNTL Sub Type: RAD 2032350600 Lot #: 0 $48,000.00 Construction Type: NEW Reference #: 0 Structure Type: 0 Bathrooms: 0 O-CEAN-KARTMENTS CON VERTWO UNITS TO ONE UNIT. Status: ISSUED Applied: 12/03/2004 Entered By: MDP Plan Approved: 02/25/2005 Issued: 02/25/2005 Inspect Area: Orig PC#: Plan Check#: Owner: CARLSBAD SHORES LLC CARLSBAD SHORES LLC P0 BOX 675101 P0 BOX 675101 PANCHO SANTA FE CA RANCHO SANTA FE CA 92067 Building Permit $343.07 Meter Size Addi Building Permit Fee $0.00 Addi Red. Water Con. Fee $0.00 Plan Check $223.00 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee' $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee . $4.80 PFF $0.00 Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee . $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $0.00 Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00 BTD #2 Fee $0.00 Sidewalk Fee - $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $0.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 AddI Renewal Fee $000 MECHANICAL TOTAL ,, $0.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing lnLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 AddI Pot. Water Con. Fee $0.00 - Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $590.87 Total Fees: $590.87 Total Payments To Date: $0.00 Balance Due: $590.87 2585 02/25/05 59087 Bldg/Suite #1 FOR OFFICE USE ONLY PLAN CHECK NO.*' L13f EST VAL. Plan Ck Deposit Validated By________________________ Date (at this address) PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use - Proposed Use of SQ. FT. #of Stories Id Name - - Address - City / State/Zip - Telephone# Fax # 3 APPLICANT APPLICANT Name Address - City State/Zip Telephone # '-.PROPERT..OWNER Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions 0f the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name . Address City State/Zip Telephone State License # - Workers' Compensation Declaration: I hereby affirm Under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - I have and will maintain workers' compensation, as required by Section 3700 of the Labor, Code, for the performance of the work for which this permit'is issued. My worker's compensation insurance carrier and policy number are: -. Insurance Company - Policy No. Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR-LESS) -. CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this, permitis issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. - WARNING: Failure to secure workers' compensation coverage, is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in eddition!to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE - DATE OWNER BUILDER DEötA iTT iT iiTT TTiTTITT _______ ___ A l hereby affirm that I am exempt from the Contractor's License Law for the following reason: - I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is - sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and- Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with. contractor(s) licensed pursuant to the Contractor's License Law). - - - - -- - I am exempt under Section Business and Professions Code for this reason: - - I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO - I (have I have not) signed an application for a building permit for the proposed work. - I have contracted with the following person (firm) to provide the. proposed construction (include name / address / phone number / contractors license -number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and -provide the major work (include name / address / phone number / contractors license number): - - I will provide some of the work,, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE_____ - - DATE _________________ Is the applicant or future building occLpant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention - program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO - - Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 11,000, feet of the outer boundary of a school site? 0 YES 0 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. - I8'—CONSTRUCTION LENDING AGENCYTTT TT TT I hereby affirm that there is a construction lending agency for the performance of the work,for which this permit is issued (Sec.-3097(i) Civil Code). - LENDER'S NAME - - '. LENDER'S ADDRESS - - - APPLLcERTIFIC41iOjL I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate.' I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cite' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY' AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 'GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height., - - EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is hot commenced within 180 day the date of such permit or if the building or work authorized by such permit is suspended or abandoned ,.at anytime after the work is commenced for perio f)$b days (Section 106.4.4 Uniform BuildingCode). "PPLICANT'S SIGNATURE ___ DATE' ,/L/3 /ci- - , WHITE: File YELLOW: Applicant - PINK: Finance . - List 1-Permit-1ype From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the, identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 - Structure-Types' and put its code in the appropriate blank on the front of this application. Residential Permits Code Description APT Apartments - new construction. - CONDO Condominiums - new construction. CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new residential units. CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also specify type of structure from List 2). DUP Duplex - new construction. MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building - repair. Damage, fire, etc. CREPLACE Commercial building - replacement. Cli Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) . new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. Ill Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. V - - - List 2 - Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MF5+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). City of Carlsbad Bldg Inspection Request For: 05/12/2005 Permit# CB044346 Title: OCEAN APARTMENTS Description: CONVERT TWO UNITS TO ONE UNIT Type: RESDNTL Sub Type: RAD Job Address: 2895 OCEAN ST Suite: Lot 0 Location: APPLICANT CARLSBAD SHORES LLC Owner: CARLSBAD SHORES LLC Remarks: Total Time: Inspector Assignment: PY Phone: 76O45"942 Inspector: Requested By: TOM Entered By: CHRISTINE CD Description Act 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comment Associated PCRs/CVs CV030793 CLOSED H-CONSTRUCTION W/OUT A PERMIT; ADDITION OF 2 KITCHENS & I UNIT CV990128 CLOSED OCEAN PALMS RESORT/BANNER; Inspection History Date Description Act Insp Comments 05/10/2005 89 Final Combo CO PY GFI NOT WORKING 03/25/2005 17 Interior Lath/Drywall AP PY 03/18/2005 17 Interior Lath/Drywall AP PD 1ST LAYER LID 03/15/2005 14 Frame/Steel/Bolting/Welding AP PY 03/15/2005 24 Rough/Topout AP PY 03/15/2005 34 Rough Electric AP PY 03/11/2005 21 Underground/Under Floor CO PY SEE NOTICE ATTACHED 03/11/2005 31 Underground/Conduit-Wiring CO PY City of Carlsbad Bldg lnspecflon Request LJ For: 03/11/2005 Permit# CB044346 Inspector Assignment: Title: OCEAN APARTMENTS Description: CONVERT TWO UNITS TO ONE UNIT Type: RESDNTL Sub Type: RAD Job Address: 2895 OCEAN ST Suite: Lot 0 Location: APPLICANT CARLSBAD SHORES LLC Owner: CARLSBAD SHORES LLC Remarks: Total Time: Phone: Inspector: Requested By: NA Entered By: CHRISTINE ' CD Description Act Comment 21 Underground/Under Floor 31 Underground/Conduit-Wiring Associated PCRs/CVs CV030793 CLOSED H-CONSTRUCTION W/OUT A PERMIT; ADDITION OF 2 KITCHENS & I UNIT CV990128 CLOSED OCEAN PALMS RESORT/BANNER; Inspection History Date Description Act Insp Comments EsGil Corporation In PartnersIiip witft government for BuiWing Safety DATE: February 22, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-4346 SET: II PROJECT ADDRESS: 2895 Ocean St. PROJECT NAME: Ocean Apartments Remodel O 6PSUCANT O PLAN REVIEWER O FILE 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. fl 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: On sheet Al, there is a'clouded note calling for 5/8" Type X gypsum board at the stairway. The note, though, points to the iriide surface of the stair. This should be revised so that the note points to tle bathroom under the stair. DON By: Kurt Culver Enclosures: Esgil Corporation 0 GA fl MB 0 EJ 0 PC 2/16/05; 9320 Chesapeake Drive, sJte 208 • San Diego, Califojnia 92123 • (858) 560-1468 • Fax (858) 5604576 EsGil Corporation In Partnership witfi gos'ernment for Wui Wing Safety DATE: December 15, 2004 0 APPLICANT JURISDICTION: Carlsbad J PLAN REVIEWER 0 FILE PLAN CHECK NO.: 04-4346 SET: I PROJECT ADDRESS: 2895 Ocean St. PROJECT NAME: Ocean Apartments Remodel 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. El 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: Bill Cima 2909 Condil P1. Carlsbad 92009 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bill Cima Date contacted /24 (by6 Mail V'Te!ephone &' Fax/ In Person El REMARKS: By: Kurt Culver Esgil Corporation [I GA [I MB OEJ El PC Telephone #: (760) 415-7898 Fax #:7&O- Enclosures: 12/6/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 04-4346 December 15, 2004 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 04-4346 OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-N REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/3/04 DATE INITIAL PLAN REVIEW COMPLETED: December 15, 2004 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Apartments ACTUAL AREA: n/c DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/6/04 PLAN REVIEWER: Kurt Culver This plan review is limited-to the technical requirements contained in the Uniform 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 residential construction comply with Title 24 and the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, 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. 106.4.3, 1997 Uniform 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. LIST NO. 16, R-1 GENERAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1997 UBC) rlforw.dot Carlsbad 04-4346 December 15, 2004 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 2. Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1003.3.3.9. This applies to the new bathroom area under the stair. Please clarify on the plans how many stories the building is. Equally important, show how many levels/floors the stairway extends through. This may affect the fire rating of the door at the storage closet (and the door may be prohibited). Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. a) For the [new] bedroom at the bottom, left-hand corner, please specify the opening size there. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1203.3. Note that the discharge point for exhaust air will be at least 3 feet from any opening which allows air entry into occupied portions of the building. Section 1203.3. Carlsbad 04-4346 December 15, 2004 7. Plea%Qspecify on the plans the sizes of all new doors (such as into the Den). 8. Show locations of permanently wired smoke detectors with battery backup: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. c). When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2. 9. Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 2904. 10. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC Section 412.7. 11. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 420.0. 12. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute. Standard A112.192. H & S Code, Section 17921.3(b). 13. Please provide complete structural calculations. Sheet A2 will be reviewed then. 14. 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. 15. 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 NoD 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 Kurt Culver at Esgil Corporation. Thank you. Carlsbad 04-4346 December 15, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Ôarlsbad PLAN CHECK Na: 04-4346 PREPARED BY: Kurt Culver DATE: December 15, 2004 BUILDING ADDRESS: 2895 Ocean St. BUILDING OCCUPANCY: Ri TYPE OF CONSTRUCTION: V-N BUILDING PORTION . AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Remodel 48,000 Air Conditioning Fire Sprinklers TOTAL VALUE 48,000 Jurisdiction Code Icb By Ordinance Bldg. Permit Fee by Ordinance v I I $343.07 Plan Check Fee by Ordinance I . I $223.00 Type of Review: LI Complete Review 0 Structural Only 0 Other 0 Repetitive Fee I i Repeats Hourly I I Hour.*. Esgil Plan Review Fee I $192.121 Comments: Sheet 1 of 1 macvalue.doc Citv of Carlsbaii Fo PubIic Works - Engineering UILDING PLANCHECK CHECKLIST DATE: / /f 0A PLANCHECK NO.: GB c'q- fty ~ BUILDINGADERESS: 2--S QCLtL,__rc&- PROJECT DESCRIPTION: -'Lr4 7..' ASSESSOR'S PARCEL NUMBER: EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. O A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: / I [ E BUILDING TO ISSUE PERMIT: By: FOR OFFICIAL USE Date: S ATTACHMENT ENGINEERING DEPT. CONTACT PERSON Dedication Application Name: KATHLEEN M. FARMER U City of Carlsbad Dedication Checklist 0 Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008 0 Improvement Checklist Phone: (760) 602-2741 0 Neighborhood Improvement Agreement El Grading Permit Application 0 Grading Submittal Checklist 0 Right-of-Way Permit Application [J Right-of-Way Permit Submittal Checklist and Information Sheet CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: CA 92009-7314 • (760) 602-2720 • FAX (760) 6022 BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 2N0 3R0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: / fExisting orth Arrow F/' Right-of-Way Width & Adjacent Streets xisting & Proposed Structures /'G,/ Driveway widths Street Improvements (H. Existing or proposed sewer lateral roperty Lines (show all dimensions) j/ Existing or proposed water service Easements /J. Existing or proposed irrigation service E LI 2. Show on site plan: / A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per / standards. EJ 3. Include on title sheet: / A. Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. F:Farmeñ1CothyMASTERSBulldIng Panchec1i cld,t Form (Genedc).doc 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE I J 4a. Project does not comply with the following Engineering Conditions of approval for Project No.______________________________________________________ 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all Street Rights-of-Way adjacent to the building site and any Storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_15,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS El 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_75,000 ,pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:Farmei'dCeIhyMASTERS8UIIdifl9 Plancheck Cklel Farm (Generlc).doc 3 ftv.7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD D E 0 checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_360.00 so we may prepare the, necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 0 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 0 0 El 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 EJ 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. El El 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form U V attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: Pr 0 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) FWnrmen1CalhyMASTERS8uilding Plancheck Chist Form (Genertc).doc 4 P.8V. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD El El El 7d. No Grading Permit required. El El El 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS El El El 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: El El El 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: El El El 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. El El 11: 0 Rjqtiiid fees are attached / fees required • / WATER METER REVIEW • • El El El 12a. Domestic (potable) Use • Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. F:Farme?dCaIhyMASTERSBuilding Plancheck Cklat Form (Gene,Ic).doc 5 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than, 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the Street). D 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "1", and potable water is typically a circled 'W". The irrigation service should look like: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water Planfleck CkIst Fan,, (Oenerlc).doc 6 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. U U U 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled Water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. U U IJ 13. Additional Comments: F:WarmeñXathjMASTERSBuiIdin9 Plancheck Cttht Form (Genenc).doc 7 Rm. 7114M - ENGINEERING DEPARTMENT tsp, FEE CALCULATION WORKSHEET O Estimate based on Unconfirmed information from applicant. O Calculation based on building plancheck plan submittal.. Address: Bldg. Permit No._______________________ Prepared by: Date: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: Types of Use: • Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO O PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: = $_____________ o TRAFFIC IMPACT FEE ADT's,'UNITS: X FEE/ADT: o BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ADT's4'UNITS: X FEE/ADT: = $______________ o FACILITIES MANAGEMENT FEE • ZONE:_________ UNIT/SQ.FT.: X FEE/SQ. FT. /UNIT: = $____________ o SEWER FEE EDU's: X FEE/EDU: = $________________ BENEFIT AREA: EDU's: X FEE/EDU: O SEWER LATERAL ($2,500) = $______________ O DRAINAGE FEES PLDA : HIGH /LOW______ ACRES: X 'FEE/AC: =$____________ o POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION .lof2 wnts,-t Rev. 7/14/00 I LI PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB Q. '' DATE / ADDRESS 2? RESIDENTIAL TENANT IMPROVEMENT ENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$1010000.00) CARLSBAD COMPANY STORES VILLAGE-'FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ./% DATE Z.2.29:~2.19 ENGINEER.____________________ DATE oatclMlUonftclPlannina FnaInprino AnnrnvIc RES STRUCT P.E. Structural Design & Engineering OFFICE: 101 N. Acacia Ave., Solana Beach, CA. 92075 MAILING: P.O. Box 1363, Solana Beach, CA. 92075 858.755.1130 (Msg.& Fax) 760.415.3611 (Direct) thranek@yahoo.com JANUARY 27, 2005 1 OF 10 LATERAL CALCULATIONS Al FOR THE OCEAN APARTMENTS REMODEL DESCRIPTION: CUSTOM REMODEL 289.5 OCEAN STREET CITY OF CARLSBAD DESIGNER:J. VILLA & ASSOCIATES rn cc 1340 W. VALLEY PKWY., STE 207 * ESCONDIDIO, CA. 92021 (760) 735-8874 C CIVIL (760) 735-8875 (FAX) /.%L ANNY J. HRANEK DATE C 14 428 Exp. 6-30-07 C- nu C-rAc lij1L- 1 - ~ W0- 17S- 60 ic,7 A1 &rE DEMO FOR NEW WINDOW EA SOUTH .1 I I I i I I I ., •1 I _________ © ELEVATION I I I I Aj -' SCALE: 1/4' = 1-0' 5*(oot, 4v VA (4457,S) IS-7 a 24 44 "0 c (/4) Er. 4 bdO LI 0 - >- ------- Nr IN S-01--to C. Ii 2 (; 0 I Masonry Pier Analysis :j Pri.i1 Page 11,F Description Villa-Oceans: Grid'A' Leflerai Information Code Ref: ACI 530-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 H Total Lateral Force 13.25 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = Em * 0.40 Load Duration Factor 1.33 LShear Pier Data Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Pier Height 8.001t 8.00 ft 8.00 ft 8.00 ft 8.00 ft Pier Length 2.33 ft 3.00 ft 3.00 ft 8.50 ft 8.50 It Wall Thickness 8 in 8 in 8 in 8 in 8 in °j" : Depth Mult. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix Pin'Fix Pin-Fix Pin-Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Spinsp No No No No No Grout Spacing 8 in 8 in 8 in 8 in 8 in Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 3.4335 2.6667 2.6667 .0.9412 0.9412 (H/L)-3 40.4764 18.9630 18.9630 0.8337 0.8337 Rel. Defl 19.1340 9.3169 9.3169 0.6843 0.6843 Sum Rigidity 3,189.79 Rigidity = .001/Defl 52.263 107.332 107.332 1,461 .429 1,461 .429 % Force to Pier 0.02 0.03 0.03 0.46 0.46 Shear to Pier 0.217 k 0.446 k 0.446 k 6.071 k 6.071 k Relative Defl * 105 0.00 in 0.00, in 0.00 in 0.00 in 0.00 in M I (V*Depth) 3.815 2.963 2.963 1.046 1.046 Em 1125,000.0 1125,000.0 1125,000.0 1125,000.0 1125;000.0 psi Ev 450,000.0 450,000.0 450,000.0 450,000.0 450,000.0 psi Shear Reinforcing... - Pier #1 . Pier #2 Pier #3 Pier #4 Pier #5 fv=V/(12*estid) 1.70 psi 2.72 psi 2.72 psi 13.05 psi 13.05 psi Fv: w/o Reinf. 23.28 psi 23.28 psi 23.28 psi 23.28 psi 23.28 psi Fv: WI Reinf. 38.63 psi 38.63 psi 38.63 psi 38.63 psi 38.63 psi Horiz. Shear Av Req'd Not Req'd in2/ft Not Req'd in2/ft Not Req'd in2/ft Not Req'd in Not Req'd in2/ft Bending Reinforcing Moment © End 1.74 k-ft 3.57 k-ft 3.57 k-ft 48.56 k-ft 48.56 k-ft "d" to tension As 2.10 ft 2.70 It 2.70 ft 7.65 ft 7.65 ft Bending As Req'd 0.03 in2 0.04 in2 0.04 in2 0.20 in2 0.20 1n2 I 1t 70'r- 10 Masonry Pier Analysis & Design Page 1 Description Villa-Oceans: Grid 'B' General Information Code Ref: ACt 530-02,1997 UBC,. 2003 IBC, 2003 NFPA 5000 Total Lateral Force 13.25 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = Em * 0.40 Load Duration Factor . 1.33 LShear Pier Data. Pier #1 Pier #2 Pier Height 8.00 it 8.00 ft Pier Length 11.17ft 22.33 it Wall Thickness Bin 8 in Depth Mutt. 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix fm 1.500 psi 1.500 psi Fs 24,000 psi 24,000 psi Spinsp No No Grout Spacing Bin 8 in Analysis Data Pier #1 Pier #2 Height/Length 0.7162 0.3583 (H/L)^3 0.3674 0.0460 Rel. Deft 0.4020 0.1399 Sum Rigidity 9,637.59 Rigidity = .001/Deft 2,487.483 7,150.109 % Force to Pier 0.26 0.74 Shear to Pier 3.420 k 9.830 k Relative Deft * 105 0.00 in 0.00 in M / (V*Depth) 0.796 0.398 Em 1125,000.0 1125,000.0 psi Ev 450,000.0 450,000.0 psi Shear Reinforcing... Pier #1 Pier #2 fv=V/(12*estid) 5.60 psi 8.04 psi Fv: w/o Reinf. 27.51 psi 30.92 psi Fv: WI Reinf. 41.26 psi 46.38 psi Horiz. Shear Av Req'd Not Req'd in2/ft Not Req'd in2/ft Bending Reinforcing... Moment © End 27.36 k-ft 78.64 k-ft to tension As 10.05 it 20.10 ft Bending As Req'd 0.09 in2 0.12 in2 - Masonry Pier Analysis & Design Page Description Villa-Oceans: Grid '1 General Information Code Ref: ACI 530-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Total Lateral Force 13.25 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = Em * 0.40 Load Duration Factor 1.33 Shear Pier Data Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Pier Height 8.00 ft 8.00 ft 8.00 ft 8.00 ft 8.00 It Pier Length 3.17 ft 4.08 ft 4.25 ft 2.58 ft 3.00 ft Wall Thickness 8 in 8 in 8 in 8 in 8 in 1" : Depth Mult. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix Pin-Fix Pin-Fix Pin-Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Spinsp No No No No No Grout Spacing 8 in 8 in 8 in 8 in 8 in Analysis Data Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 2.5237 1.9608 1.8824 3.1008 2.6667 (H/L)*3 16.0728 7.5386 6.6697 29.8134 18.9630 Rel. Defl 7.9847 4.0041 3.5917 14.2840 9.3169 Sum Rigidity 830.74 Rigidity = .001/Defl 125.240 249.746 278.417 70.009 107.332 % Force to Pier 0.15 0.30 0.34 0.08 0.13 Shear to Pier 1.998k 3.983 k 4.441 k 1.117k 1.712 k Relative Defi * 105 0.00 in 0.00 in 0.00 in 0.00 in 0.00 in M / (V*Depth) 2.804 2.179 2.092 3.445 2.963 Em 1125,000.0 1125,000.0 1125,000.0 1125,000.0 1125,000.0 psi Ev 450,000.0 450,000.0 450,000.0 450,000.0 450,000.0 psi Shear Reinforcing... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 fv=V/(12*estid) 11.52 psi 17.84 psi 19.09 psi 7.91 psi 10.43 psi Fv: w/o Reinf. 23.28 psi 23.28 psi 23.28 psi 23.28 psi 23.28 psi Fv: w/ Reinf. 38.63 psi 38.63 psi 38.63 psi 38.63 psi 38.63 psi Horiz. Shear Av Reqcl Not Req'd in2/ft Not Req'd in2/ft Not Req'd in2/ft Not Req'd in2/ft Not Req'd in2/ft Bending Reinforcing... Moment © End 15.98 k-ft 31.87 k-ft 35.53 k-ft 8.93 k-ft 13.70 k-ft "d" to tension As 2.85 ft 3.67 ft 3.82 ft 2.32 ft 2.70 ft Bending As Req'd 0.18 in2 0.27 in2 0.29 in2 0.12 in2 0.16 1n2 c?oc lO Masonry Pier Analysis & Design Page 1 Description Villa-Oceans: Grid '2' General Information - Code Ref: ACI 530-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Total Lateral Force 13.25 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = Em * 0.40 Load Duration Factor 1.33 IShear Pier Data Pier #1 C Pier Height 8.00 ft. Pier Length 44.00 ft Wall Thickness 8 in Depth Mult. 0.90 Pier Fixity Pin-Fix Fm 1,500 psi Fs 24,000 psi Spinsp - No Grout Spacing Sin Analysis Data Pier #1 Height/Length 0.1818 (H/L)3 0.0060 Rel. Def I 0.0633 Sum Rigidity 15,803.43 Rigidity = .001/Defl 15803.430 % Force to Pier 1.00 Shear to Pier 13.250 k Relative Defl * 105 0.00 in M / (V*Depth) 0.202 Em 1125,000.0 . psi Ev 450,000.0 - psi Shear Reinforcing... Pier #1 fv=V/(12*estid) 5.50 psi Fv: w/o Reinf. 32.61 psi Fv: W/ Reinf. 48.91 psi Horiz. Shear Av Req'c Not Req'd in*2/ft Bending Reinforcing... Moment @ End 106.00 k-ft 'd' to tension As - 39.60 ft Bending As Reqd 0.08 1n2 I Masonry Lintel Design Page 1 H Description Villa-Oceans: 7' Max Lintel General Information Code Ref: ACI 530-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Tm 1,500.0 psi Clear Span 7.00 ft Rebar Size - 4 Fs 24,000.0 psi Lintel Depth 1.33 ft # Bars E/F 1 Em = Fm * 750.00 Thickness 8.00 in Top Clear 4.000 in No Special Inspection End Fixity Pin-Pin Btm Clear 4.000 in Seismic Factor 0.300 Bar Spacing 4.000 in # Bar Sets 2 Wall Wt Mult. 0.950 Load Duration Factor 1.330 Block Type Medium Wt Live Loads Not Included with Wind/Seismic #1 0.15 k/ft 0.19 k/ft 0.000 ft 7.000 ft Wind Load 15.00 psf I moments & Shears __.J Moment Shear Vertical Loads Actual Allowable Actual Allowable DL Only 1.49 3.70 k-ft 10.69 19.36 psi DL + LL 2.66 3.70 k-ft 19.02 19.36 psi DL + Wind/Seismic + (LL) 4.92 k-ft 25.76 psi Lateral Loads Wind 0.12 2.55 k-ft 0.83 25.76 psi Seismic 0.18 2.55 k-ft 1.23 25.76 psi Equiv. Solid Thick 7.600 in Wall Wt 74.10 psf E 1125,000.0 psi n 25.7778 Jmmary] Lintel 01< Span= 7.00ft, Depth= 1 .33ft, Thick= 8.00inMedium Weight Block, No Special Inspection Using 2 bar sets of 1- #4 bars spaced 4.000in apart, Ends are Pin-Pin Combined Stress Ratios DL + LL (shear governs) 0.9823 . 1.00 DL + Wind (+ LL) (shear governs) 0.4472 1.00 DL + Seismic (+ LL) (shear governs) 0.4627 1 1.00 Combined Stress Results... Vertical Lateral : Combined DL + LL fb/Fb 0.7183 0.7183 : 1.00 fv/Fv 0.9823 0.9823 : 1.00 DL + Wind (+ LL) fb/Fb 0.3034 0.0479 0.3514 : 1.00 fv/Fv 0.4149 0.0323 0.4472 : 1.00 DL + Seismic (+ LL) fb/Fb 0.3034 0.0711 0.3745 : 1.00 fv/Fv 0.4149 0.0478 0.4627 1.00 Design Values Vertical Strength Allowable Stresses As 0.4000 in2 Masonry Fb... k:(np2+2np).5-np 0.38 0.33 fm (.5 if w/o sp insp) 247.50 psi np 0.1131 Steel 24,000.00 psi j =1 -k/3 0.875 Masonry Fv M:mas=Fb k j b d2J2 LDF 3.70 k-ft f'm.5 * (.5 if w/o sp insp) 19.36 psi M:Stl = Fs As j d 8.37 k-ft Lateral Strength As 0.40 1n2 k:(np2+2np)^.5-np 0.37 np 0.11 j=1-k/3 0.88 M:mas=Fb k j b d42/2 * LDF 2.55 k-ft M:Stl = Fs*Asi*d*LDF 5.60 k-ft