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2045 CORTE DEL NOGAL; ; CB031375; Permit
02-11-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB031375 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant ICE BUILDERS 2045 CORTE DEL NOGAL CBAD COMMIND Sub Type 2130610900 Lot# $175 000 00 Construction Type Reference # SEASILVER NEW 1392 SF BOILER ROOM, TRUCK RAMP & NEW ELECTRIC INDUST 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ABANDOND 05/09/2003 SB Owner TEYSSIER LEONARD&MONICA FAMILY TRUST 10-14-92 421 CERRITOS AN AH I EM 92805 714491-1317 3200 HIGHLAND AVE #B4-2 NATIONAL CITY CA 91950 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $777 56 Meter Size $0 00 Add'l Reel Water Con Fee $50541 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $3675 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $ 154 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees *?*? HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $14560 $13440 $000 $000 $000 $000 $288 40 $000 $000 79 $2,04212 Total Fees $2,042 12 Total Payments To Date $505 41 Balance Due $1,53671 Inspector FINAL APPROVAL 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 Imitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFCg USE ONLY NO EST VAL i Plan Ck Deposit Validatedjly ate * H I ~> (V^ere: b&t = As / & (J Address (include Bldg/Suite #)Business Name at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No ^92 05/09/c^ Total # of units Assessor s Parcel #Existing Use ^fAM I j ~- Proposed Use -41Description of Work SO-#of S CONTACXPERSON (if different jrrom applicarit )3; •s" # of Bathrooms" Address 'Contractor Q AgenOorContfalfbr „, D City '?t' OfAgent for Owner State/Zip Telephone Fax # Name 4 ^PJfiibJF>ERTY. OWNER :i; Address City State/Zip Telephone tt Name Address City State/Zip Telephone # ; jCONTRACTORtCOMPANY NAME .,,.. -; > .. ..„•„: T^ ....i ^ .. !y,is,...i,,,,::. , •• in,,.,- :»?:. ... "3; f~. ,-. (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License #-77^1*7 Designer Name State License # Address License Class Address City City City State/Zip Business License # I State/Zip 2.1— ¥releptione # Telephone WORKERS COMPENSATION^! _ __ ........ Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q 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 fj] 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 f&0/66 - Z/Sr^/gx/SS/Sy&XaX /A/f, Policy No 6\l 6-3Se.^4>GS>£ ~ OO Expiration Date /£>////> 5 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D 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^lo secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees0 000) in addition tothousand : SIGNATURg-y l<T^~t> - / n — _ DATE _ 7 .OWNER BUNDER DECLAR^rioN Tm ' ....:.i . .. B" , ... •••• ...^.a^rrT. /'!!.. ..._*.:,::...... x.::.:-.:, . '"Jl:.±....J .I""" ...... :'¥:" i:N ........ ."...."J I 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) D 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) Q I am exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement L~] YES QNO 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 number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) __ 5 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 %B'yi^ .JIr:ri:' ..."T1L,i^-ii:'::ffii;'I ....... :i:"3h£~ **> 'T./SE'i!1''' Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? dl YES fj NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' d YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? O YES C] NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME _ LENDER S ADDRESS __ _^ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV 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 C ONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and EXPIRATION Every permit issued by the building Officiq|_ under the pr authorized by such permit is not commenced within 180 dayyfrom the daj it any time after the work is commsjEBhjra-penad of18(Jdays (Secty molition or construction of structures over 3 stories in height sions of this Code shall expire by limitation and become null and void if the building or work of such permit or if the building or work authorized by such permit is suspended or abandoned 06 4 4 Uniform Building Cods) AAPPLICANT S SIGNATURE t^1 DATE WHITE File YELLOW Applicant PINK Finance /' 7 " "~~ — *—"— a I 'r-'l-^t- "'"^ [ • m ^. M^to ttih^ (T ^f Q**V&^ * io~>oy — i_ 77oe pi . ^ " / 02/27/2004 ICE BUILDERS 421 CERRITOS ANAHIEM92805 Re Application Date 05/09/2003 0 00 00 Plan Check # CB031375 Address 2045 CORTE DEL NOGAL Expiration Date 05/08/2004 0 00 00 Permit Type COMMIND Description SEASILVER NEW ELEC/BOILER RM You applied to have your plans checked on the date noted above To date, the related building permit has not been obtained The original plan review application will expire as no building permit has been issued Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed The provisions of sections 304 (d) of the Uniform Building Code state "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee " In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2718 Raenette Abbey Building Department EsGil Corporation In (Partnership wttfi government for <Bmhfing Safety DATE 5/20/03 a APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWERa FILE PLAN CHECK NO 03-1375 SET I PROJECT ADDRESS 2045 Corte Del Nogal PROJECT NAME Seasilver- New Mechanical Room and Equipment. 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 XI The applicant's copy of the check list has been sent to Steve Wicklund / Plump Engineering 914 E Katella Ave, Anaheim, CA 92805 Esgil Corporation staff did not advise the applicant that the plan check has been completed [Xl Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Steve Wicklund Telephone # 714-385-1835 x / Date contacted sl^kj (by £~ ) Fax # 714-385-1834 Mail v_JTelephone^y Fax«-/ in Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 5/12/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O3-1375 5/20/03 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 03-1375 OCCUPANCY Fl TYPE OF CONSTRUCTION ALLOWABLE FLOOR AREA SPRINKLERS'? Unknown REMARKS DATE PLANS RECEIVED BY JURISDICTION 5/9/03 DATE INITIAL PLAN REVIEW COMPLETED 5/2O/03 JURISDICTION City of Carlsbad USE Mechanical Room ACTUAL AREA 1397sf STORIES HEIGHT OCCUPANT LOAD 13 DATE PLANS RECEIVED BY ESGIL CORPORATION 5/12/03 PLAN REVIEWER Doug Moody FOREWORD (PLEASE READ) 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 ordinances enforced 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 Code sections cited are based on the 1997 UBC 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 vpu submit the revised plans TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPL EMENTS (1997UBC)tiforw dot City of Carlsbad O3-1375 5/20/O3 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 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 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 1 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC 2 Provide a Building Code Data Legend on the Title Sheet Include the following code information for the use of the building • Occupancy Group • Description of Use • Type of Construction 4 Sprinklers Yes or No • Stories • Height • Floor Area • Justification to exceed allowable area in Table 5-B (if applicable) 3 A complete description of the activities and processes that will occur in this tenant space should be provided A listing of all hazardous materials should be included The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible The building official may require a technical report to identify and develop methods of protection from hazardous materials Section 307 1 6 4 Specify on the plans the uses of all rooms or areas Sec 106 3 3 5 Please revise the calculations to show the 48"x48" louvered combustion openings in the new masonry walls 6 Please provide details on the plans for the required reinforcement at the 48"x48" louvered openings City of Carlsbad O3-1375 5/20/03 7 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING EXPANSION/EPOXY ANCHORS STRUCTURAL MASONRY 8 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 9 Specify on the plans the following information for the roof materials, per Section 10633 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal 10 Show roof drains and overflows Size drains per Appendix D of UPC Section 1506 11 Specify minimum 1 /4 inch per foot roof slope for drainage or design to support accumulated water Section 1506 1 12 Please clearly indicate on the plans the plumbing work for the truck dock to be under separate permit 13 Please provide a complete schedule for all equipment to be installed in the new mechanical room 14 Please provide the listing information and installations instructions for all equipment to be installed m the mechanical room 15 Please provide the operational weight of the boiler tank and provide plans and calculations for the support and anchorage 16 Please provide complete electrical plans 17 Please provide electrical load calculations City of Carlsbad O3-1375 5/20/03 18 Please provide panel schedules, indicate new and existing loads 19 Please indicate on the plans the location of the electrical disconnects for the equipment and detail the required working clearance 20 Provide complete plumbing plans, including a) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC Section 6100 21 Please revise the gas plans to show an approved valve preceding the regulators per section 1218 5 of the UPC 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 Q No a 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 Doug Moody at Esgil Corporation Thank you City of Carlsbad O3-1375 5/2O/O3 VALUATION AND PLAN CHECK FEE PLAN CHECK NO 03-1375 DATE 5/20/03 JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2045 Corte Del Nogal BUILDING OCCUPANCY Fl TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 1397 cb 1QQ4 MRT RnilHinn Pprm^ Feo ^ Valuation Multiplier City Valuation By Ordinance Reg Mod VALUE ($) 175,000 175,000 $777 56 1994 UBC Plan Check Fee Type of Review CH Repetitive Fee Repeats Complete Review D Other r-i Hourly Structural Only Hour Esgll Plan Review Fee $505 41 $435 43 Comments Sheet 1 of 1 macvalue doc DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO \rtns 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 A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please seevthp. attached report of deficiencies marked with/tH 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 Date Date Date By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ Cily of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 H \WORD\DOCS\CHKLST\Buikling Plancheck Cklst Forni (Generic) doc BUILDING PLANCHECK CHECKLIST ja n v D SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A B C D North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements 2 Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral [Existing or proposed water service J E xistmg or proposed irrigation service \A-\cxS\~-S A~) Drainage Patterns - scj^-o ST*^'^^ crCc*&\ C^^- Ueru>o v — ^ 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course / 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " OCoJ^ — S B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and waterservice (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 3 Include on title sheet A Site address B Assessor's Parcel Number C 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 H \WORD\OOCS\CHKLST\Building Planclwck Cklst Forni (Generic) doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE D D D 4a Project does not comply with the following Engineering Conditions of approval for Project No D D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D D D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram 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 Yz 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 EJuildmg 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 D D D 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 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registeied 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 H \WORO\DOCS\CHKLST\BuiWino Plancfieck CkCst Form (RIDDLE HARVEY 7 12-00) doc ST BUILDING PLANCHECK CHECKLIST 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 D D D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future 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 HH ED 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 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 CD CU EH 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) rj D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form 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 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKLST\Buildmg Plancheck Cklsl Forni (Generic 7 14 00) doc BUILDING PLANCHECK CHECKLIST ^ ST 2ND 3RD Q Q Q 7d No Grading Permit required (~~| Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 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 dram, sewer and water utilities Right-of-Way permit required for D D D 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 Cammo 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 D El D 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 D D D 11 Q Required fees are attached Q No fees required WATER METER REVIEW D D D 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 H VWORD\DOCS\CHKLST\BuiMing Plancheck Cklst Form (Genetic) doc 1ST 2ND 3RD D D D 12b BUILDING PLANCHECK CHECKLIST • 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) 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 1 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 "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service ando-.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 (w/ 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 example1 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 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 H \WORD\DOCS\CHKLST\BuikJing Plancheck Cklst Form (Generic) doc BUILDING PLANCHECK CHECKLIST i ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled waler line in the future HI D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 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 D D D 13 Additional Comments H \WORD\DOCS\CHKLST\BuiUing Plancheck CkFsl Form (Generic) doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET slimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address .3-0^.5 Gvrf-f QoJiAjb&eJ Bldg Permit No O 3 / 3 73 Prepared by U\T Date f&//«2-/&? Checked by Date I1 l EDU CALCULATIONS List types and square footages for all uses Types of Use UOEV>€JU<yote Sq Ft /Units /J$>2/l$(3CPO EDU's f Types of Use Sq Ft/Units EDU's APT CALCULATIONS List types and square footages for all uses Types of Use U^Ar^-vas^e, Sq Ft /Units '/Y<WX>(/39.£I ADT's / Types of Use Sq Ft /Units ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) PARK-IN-LIEU FEE PARK AREA & # BftfO FEE/UNIT X NO UNITS =$_ 2 TRAFFIC IMPACT FEE ADT's/UNITS I X FEE/ADT iQ =$ 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 .XDIS1 #2 ADT's/UNITS "7 X FEE/ADT .OCol ^FACILITIES MANAGEMENT FEE / UNIT/SQ FT S 5 SEWER FEE EDU's » <3-© BENEFIT AREA OS EDU's 1 3JP) ZONE X FEE/SO FT /UNIT X FEBEDU/X0/C? DIST #3 ) « <5V =$_ =$ 7 yy ~^6 SEWER LATERAL ($2,500) =$_ 7 DRAINAGE FEES PLDA HIGH /LOW, ACRES X FEE/AC =$_ 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of 2 F WEE CALCULATION WORKSHEET doc Rev 7/14/00 ENGINEERING DEPARTMEN F FEE CALCULATION WORKSHEET D 9 RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES* $ *NOTE This calculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits 2 of 2 F \FEE CALCULATION WORKSHEET doc Rev 7/14/00 DD )DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB U 5 / ^ ^ , Address Planner-gflffJBTWttten X^F-'/-^^ f-^lt^^ APN ~~ ~ " ~ ^*^" Type of Rrpiect & Use _ , Zoning yM General Plan. Phone (760) 602-4624 Net Project Density.. DU/AC CFD (in/out) #_Date of participation. Facilities Management Zone Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend £3 'tern Complete Q Item Incomplete - Needs your action Environmental Review Required YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval*7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO JQ_ TYPE. DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval NO. N' 1 d Q Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ CA Coastal Commission Authority? YES_ If California Coastal Commission Authority Contact Ihem at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # \ V an Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee reauired YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993) Data Entry Completed? YES.NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 nn n nn 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO\/lL 2 Project complies YES NO A 7 Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 7 Required. Required. Required. Required. Required. Shown. Shown. Shown. Shown 2 Accessory structure setbacks Shown Front Interior Side Street Side Rear Structufe'separation Lot Coverage 4 Height 5 Parking R^qtrifed. equired. Required. Required. Required. Required. Required. Shown. Shown. Shown. Shown. ^ Shown Spaces Required Shown 7-5 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comme OK TO ISSJkifrAND ENTERED APPROVAL INTO COMPUTER Rev 9/01 Carlsbad Fire Department 031375 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Date of Report Fire Prevention ,(760)602-4660 Requirements Category Building Plan l|t IU/Z///CUU Name Address City, State <o r\e\ Plump Engineering 91 4 E KatellaAve Anaheim CA 90670 /icweu uy KU1*>~-^ J \ Plan Checker Job Name Seasilver USA Job Address 2045 Corte Del Nogal Job# 031375 Bldg# CB031375 Ste or Bldg No Approved 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 and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FDJob# 1st 9n<1 3rrl 031375 FDFile# Other Agency ID * Carlsbad Fire Department 031375 1635 Faraday Ave Carlsbad CA 92008 Plan Review Date of Report Fire Prevention (760) 602-4660 Requirements Category 06/02/2003 Building Plan Reviewed by Name Address City, State Plump Engineering 914 E KatellaAve Anaheim CA 90670 / r Plan Checker Job Name Job Address Seasilver USA J0b# 031375 Bldg# 2045 Corte Del Nogal CB031375 Ste orBldg No Approved 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 and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to deteimme compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FD Job# 1st ?nd 3rd 031375 FDFile# Other Agency in Requirements Category Building Plan Requirement Pending 0501 Project Data Provide complete address and suite designation Provide ouildmg construction information indicating occupancy classification type of construction, number of stories, aggregate square footage occupant load and description of intended uses Plans do not adequately address the scope of work to be done Furthermore our records indicate that a request has been made to have provided to our office a Technical Report' for other work proposed at this location CFD must ensure that this submittal is in conformance with this report Additionally, CFD would ask for specific detail on the proposed installations within the project area or room and that these details also indicate contents Requirement Pending 05 16 A/S Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2 Permits are required prior to installation Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief and submitted in the name of a licensed sprinkler contractor Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be piotected by sprinkler system designed to deliver water at the rate of 45 gallons per square foot, throughout a 3000 square foot design area (CFCCFD shall require under seperate submittal, a plan indicating the necessary changes to the Auto-sprinkler system within the project area demonstrating compliance with NFPA 13/ Autcv —. Requirement Pending 0518 Fire Extinguishers Required rt Provide one 2A10BC fire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel Provide notes on the plans that the extinguisher will be provided Requirement Pending 0532 Additional Requirements or Comments CFD shall defer the review of any resubmittal pending receipt, review and approval of the requested third party Technical Report' Requirement Pending 0533 Plan Revisions Please submit 3 sets of corrected plans directly to the Building Department for routing to the appropriate departments —*• Please revise plans according to the attached comments Pagel 06/02/03 PLUMP ENGINEERING INC STRUCTURAL CALCULATIONS Client ICEB Project SEASILVER Location 2045 CORTE DEL NOGAL, CARLSBAD, CA Building Code 2001 CBC Plump File No 020904 6 By R P Date May 9, 2003 Revisions These calculations not valid unless siqned and sealed in space above 914 E Katella Avenue, Anaheim, CA 90670 (714) 385-1835«Eax (714) 385-1834 mePIUMP IlillllllNI INC Plump Engineering, Inc 914 E KatellaAve Anaheim, CA 92805 714-385-1835 Fax 714-385-1834 RichardPlump @ Peica com LATERAL ANALYSIS DETERMINE BASE SHEAR Nv = R = Ct= Na = 1 1 4 002 1 Z= 04 SEISMIC LOADS Cv= 0 64 Nv Cv= 064 V= (Cv I / RT)W = 1 0496 W h= 15 T= 015244 Ca= 0 44 Na Ca= 044 V= (25Cal/R)W= 0' 275 W \/5 011Cal W= 0 0484 W V= (0 8Z Nv I / RWV = 0 08 W ACTUAL DESIGN SEISMIC COEF = 0 275 W SEISMIC ZONE 4, SOIL PROFILE Sd DESIGN LOADS DEAD LOAD COVER METAL DEACK STEEL BEAMS MECHANICAL SPRINKLERS MISC TOTAL DEAD LOAD = 3 PSF 3 PSF 3 PSF 1 PSF 1 5 PSF 35 PSF 15 PSF 5/9/2003 TOTAL DESIGN (30-4) BASE SHEAR NEED NOT EXCEED (30-5) NOT LESS THAN (30-6) NOT LESS THAN (30-7) (SEISMIC ZONE 4) LIVE LOAD ROOF 20 PSF REDUCIBLE Plump Engineering, Inc 914 E Katella Avenue Anaheim, CA 92805 714-385-1835 FAX 714-385-1834 RichardPlump @ Peica com O ,-x—srjvDiV'i /GolftCourse ; O" -;••"' '••:' i McClellan-Palomar Airport -."---\f- : /• 1 •• :: '-''OS mi 02033 Yahoo line ;*' *•v. r v. V'1. -it t *oa-^ * »••«•/>--*--', .A r''->BJC02 navigation Client flUMP INGINIIIIHG INC Consulting LiiKincers in Structural Engineering 914 K Kalella Ave 2nd Floor Amhoim CA 92801 Phone (714) 1X5 1X15 Fix (714) 1X5 1X14 By Title File Date Sheet f?, VCRCO "B rORWLOK18GA. STL. OCCK W/ (4)-3/4 4 END PUOOlWICLD BP O 24 OCSOE LAP CONNtCTKM3/+« O 12 OC PUWELD AT SUPPORTS Plump Engineering, Inc 914 E KatellaAve ; Anaheim, CA 92805 714-385-1835 FAX 714-385-1834 Title SEASILVER Dsgnr RP Description Scope Rev 660100 User KW 0601611 Ver 5 6 1 25 Oct 2002 (c)1983 2002 ENERCALC Engineering Software Steel Beam Design Description TYPICAL ROOF BEAM Date Job # 020904 6 5 54AM 9 MAY 03 Page 1 p \enercalc\02090'1 6 ecw Calculations General Information Steel Section W12X14 Center Span Left Cant Right Cant Lu Unbraced Length I Distributed Loads r"_l'^f #1 \ DL 0 090 LL 0120-N ST L-Start Location ' End Location Calculations are designed to AISC 9th Edition ASD and Fy Pinned Pinned Load Duration Factor 23 00 ft Bm Wt Added to Loads Elastic Modulus 0 00 ft LL & ST Act Together 000ft 000 ft #2 #3 #4 #5 #6 1997 UBC Requirements ij 50 00 ksi 1 00 29 0000 ksi _J #7 k/ft k/ft k/ft ft ft ^^^f^&f^MM^^^^'^f^'^M^^a Using W1 2X1 4 section Span = 23 00ft Fy = 50 Oksi End Fixity = Pinned Pinned Lu = 0 00ft LDF = 1 000 Actual Moment fb Shear fv Bending Stress fb/ Fb Shear Sires' fv/Fv 14 11o 2 1 821 954 36? 577 082 0054 kft ksi •\ k ksl 1 Allowable 40915 33000 47640 20000 kft ksi k ksi Beam OK Static Load Case Governs Stress Max Deflection Length/DL Defl Length/(DL+LL Defl) -0549 1 081 6 5025 in 1 1 Force & Stress Summary k^i!^f^X^^i^^tySSa'S^¥imi>^i3C^iK?SSS^SSlSS!^a Mi Max M + Max M- Max M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt FacalcdperEq E2 1 K 1 Beam Passes Table B5 Section Properties Depth Width Web Thick Flange Thickness Area 'SsSSSessStSKerSSamSKJKKiam iximum 14 82 k-ft i 258k 258k -0 549 m 0000 m 0 000 m 0 000 ft 258 258 •|_/r<Cc 1,FbperEq F1 1 W12X14__ amEmaajxnimBm 3 970 in 0 200 in 0225m 416in2 ^SsSS&Wo^^O&fi DL Only 689 1 20 120 0255 0000 0000 0000 1 20 1 20 Fb = 0 66 Fy Weight I XX lyy S xx S-yy « These LL <8>. Center 1482 258 258 -0549 0000 0000 0000 258 258 columns aie Dead LL+ST @ Center -0549 0000 0000 0000 >58 258 14 13#/ft 88 60 m4 2 36 m4 14878 m3 1 189m3 E£SS*'«S<*.*:*S:BiS.iOjmr'.fB»*,w£KE + Live Load placed LL ©. Cants 0000 0000 0000 0000 r xx ryy Rt as noted -» LL+ST <5> Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 m k k ~j| 4615 in 0 753 in 0 950 in Plump Engineering, Inc 914 E KatellaAve Anaheim, CA 92805 714-385-1835 FAX 714-385-1834 Title SEASILVER Dsgnr RF3 Description Scope Rev 560100User KW 0601611 Ver 5 6 1 25 Oct 2002 (c)1983 2002 ENERCALC Engineering Software Steel Beam Design Job # 020904 6 Date 5 54AM 9 MAY 03 Page 2 p \enercalc\02090'1 6 ecw Calculations Description TYPICAL ROOF BEAM Sketch & Diagram Mmax= 148kfl Dmox= 0549in Rmnx = 2 577k Vinax @ left = 2 577k d i 22 I 53 0 84 6 14 11 45 13 76 13 07 M<iinAiit<: Location (ft) 1^38 230 Rrnax = 2 577k Q BA Vinsx @ il = 2 5 (D \ 28 £ 192W 258 RA tin SliA 11 184 914 1145 1378 1807 1838 20 8Q 230 Location fftl I B4 0 14 11 45 Location fft'l Type HSB-36 High Shear B Deck 36 Wide Verco s New Standard B Deck Higher lateral load capacity 7iIV' Standard button punch side lap Overlapping side lap available 24" or 30' wide — special order Gage 22 20 18 16 Weight (Lbs /Sq Ft ) Prime Painted 1 8 2 2 28 34 Galvanized 1 9 23 29 35 1 (In4) 175 216 302 377 + S (In3) 187 235 322 411 -S (In3) 198 248 335 417 Acoustical Vortirjl Wohs Porloralod With Vu Didinnlor llolus Sl.i()(jnro(l '/». C/C Insulation Strips In Low Mules Hold Instiled 125 60 Ab« 250 99 orptlon 500 92 Coofllcie 1000 79 nts 2000 43 4000 23 Noise Reduction Coefficient 80 NRC Determined By Tests In Accordance With ASTM Designation C423 Conducted By Riverbank Acoustical Laboratories Perforations do not significantly affect Properties or Shear Values FACTORY MUTUAL APPROVED STEEL ROOF DECKS, Class I Fire andI 60 or I 90 Windstorm Rated (Minimum) Factory Mutual Approved Spans for HSBFM Roof Deck Gage 22 i 20 18 Span 61 6' 7 79 Factory Mutual defines span as ccnturlina to cenleilmo of supports See Factory Mutual Approval Guide for additional information VERTICAL LOAD /Sq SB-36 and MSB 36 WITH SHEARTRANZ"PRIME PAINTED OR GALVANIZED Simple Span Two Spans Three or More Spans Gage 22 20 C£> 16 22 20 18 16 22 20 18 16 ~~ - ~ s A S 4 <P s A s A S A S A S A s A s A S A S A 5 0 114 92 143 113 196 159 250 198 120 — 151 — 204 — 254 — 150 — 188 — 255 317 — 5 6" 94 69 118 85 162 119 207 149 99 — 125 — 168 — 210 — 124 — 156 — 210 262 — 6'0 79 53 99 66 136 92 174 115 84 — 105 100 141 — 176 — 105 100 131 124 177 173 220 216 6' 6' 67 42 85 52 116 72 148 90 71 — 89 — 121 — 150 — 89 79 112 97 151 136 188 170 7 0 58 34 73 41 100 58 127 72 61 — 77 — 104 — 129 — 77 63 96 78 130 109 162 136 Span 7 6' 51 27 64 34 87 47 111 59 54 — 67 — 91 — 113 — 67 51 84 63 113 89 141 111 Vj' 0") 44 22 56 28 ^TfT) 98 48 47 — 59 — 80 — 99 — 59 42 74 52 99 73 124 91 8 6 39 19 49 23 68 32 86 40 42 — 52 — 70 — 88 — 52 35 65 44 88 61 110 76 9 0 44 19 60 27 77 34 37 — 47 47 63 — 78 — 46 30 58 37 79 51 98 64 9 6 54 23 69 29 42 40 56 56 70 70 52 31 71 44 88 54 10 0' 49 20 62 25 38 34 51 48 63 60 47 27 64 37 79 47 See page 14 item 1 on how to use this table VFurn rn Plump Engineering, Inc SUE KatellaAve Anaheim, CA 92805 714-385-1835 FAX 714-385-1834 Title SEASILVER Dsgnr RP Description Scope Job # 020904 6 Date 560100 User KW 0601611 Ver 5 6 1 25 Oct 2002 (c)t983 2002 ENERCALC Engineering Software Masonry Wall Design Page 1 p \enercalc\02090'1 6 ecw Calculations Description TYPICAL WALL General Information Calculations are designed to 1997 UBC Requirements Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar 1200ft 300ft 80 in 5 16 in 3810m i Seismic Factor Calc of Em = f m * Duration Factor Wall Wt Mult © Center 0 4500 750 00 1 330 1 000 fm Fs No Special Inspection Solid Grouted Medium Weight Block Equivalent Solid Thickness 1 500 0 psi 24 000 0 psi 7 600 in !Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load Concentric Axial Load 178 000 #/ft Dead Load 0 000 #/ft 238 000 #/ft Live Load 0 000 #/ft 8 000 in Roof Load Wind Load 20 000 psf Design Values E n Es / Em Wall Weight 1 125 000 psi 25778 78 000 psf Rebar Area Radius of Gyration Moment of Inertia 0 233 m2 np 2 205 in k 443 320 m4 0 13109 0 39746 J2/kj 0 86751 5 80047 Max Allow Axial Stress = 0 25 fm (1-(h/140r)A2) * Splnsp Allow Masonry Bending Stress = 0 33 f m * Splnsp = Allow Steel Bending Stress = Load Combination & Stress Details Summary 14669 psi 247 50 psi 24 000 00 psi Top of Wall DL + LL DL + LL •*• Wind DL + LL •*• Seismic Between Base & Top DL + LL DL + LL + Wind DL + LL + Seismic fj Summary Moment m# 3328 2504 0 0 33194 of Wall l 1 664 4493 7347 0 5 7 Axial Load Ibs 6500 4120 4120 1 1180 8800 8800 Bending Steelpsi 4 3307 32584 4 3195 21654 58474 9561 5 Stresses Masonry psi 1108 834 1105 554 1496 2447 Axial Compression psi 713 4 52 452 1226 965 965 Wall Maximum fb/Fb + fa/Fa fs?Fs 04963 03677 04774 03074 06703 1 0543 Design OK 12 00ft high wall with 3 00ft parapet, Med Wt Block w/ 8 00m wall w/ #5 bars at 16 OOmo c at center Governing Load Combination is Dead + Live + Seismic Between Top & Bottom Masonry Bending Stress 244 67 psi Steel Bending Stress 9,561 51 psi Masonry Axial Stress 9 65 psi Combined Stress Ratio 1 0543 < 1 3300 (allowable) Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment ( Dead Load Moment ( ! Top of Wall ! Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = 70200 Ibs 1 424 00 in # 71200 m# 1 904 00 in # 95200 m-# Wind Moment @ Mid Ht Seismir Mstnent @ Mid Ht Total Dead Load Total Live Load 3 796 87 in # 6 663 52 in it 17800 Ibs 23800 Ibs 743264 m-# 1337829 Ibs PLUMP EKCIIIEERIKG IHC Consulting Engineers in Slructural Engineering 914 E Kalella Ave 2nd Floor Amhem, CA 92805 Ph""C (714) 18S 181S FIX (714) w 1814 Client Title By ictfe Date Sheet G»2>°l ( i Type HSB-36 DIAPHRAGM SHEAR VALUES (q) (Lbs/L F ) AND FLEXIBILITY FACTORS (F)PRIME PAINTED OR GALVANIZED Gnqe 22 20 V in "^ 16 Side Lap 1 Connection 1 P@24 c/C ?@ 12 r/(. SW@24 c/c SW@12 C/c P@24 c/c P(«> 1? c/r SW@24 c/c SW@12 c/c 5P<s>24 c/c BP@ 12 c/c' TSWl»24 c/c 1 isW(S>2'1 c/r VSW (5) 12 c/c SSW @ 12 c/c DP@24 c/c BP@12 c/c TSW@24 c/c SSW(iii?4 c/c ISW (<!> 12 r/i SSW t"1 12 r/c HMBHHHB~trat&yy^^BHBKffiHHLHBHHHHii;~i yjq •j.jjfft**, F <riTT3<*'r" F -.• «r Q f iTT" F ••••;'',n .K-rr F Q "•SV'ffl F -. , ,-jj -VJ-,-!., r T-~ , q-™,^™*- F r'q'Vjrs!?? F '•• q ;« i'/ F q ' «; ,!.' i F - -,-qT"tT?r r — m q^.pjjp. r "qT;T-j;'-?i F "Q ~Vi7i'f" F q ,» riM. 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DC B Jk-ft) js+Mx A Mz (k-ft) •gs+Mz A D Overburden (| .JQQ-- i i +OverUBUU.t1 .• •• <0 PSfL. Service Combination Results Description ! DL+LL i DL+LL+WL | DL+LL+WL j DL+LL+EL | DL+LL+EL Load Sets Allowable (psf) DL+LL+OL1 " ; 1000 DL+LL+WL ] 1333 DL+LL-WL 1333 DL+LL+EL 1333 DL+LL-EL | 1333 Max Bearing (psf) 891 694 (A) 423 694 (A) i 423 694 (A) ^ 423 694 (A) 423 694 (A) OTMSF X-X NA NA NA NA NA OTMSF Z-Z NA NA NA NA NA DL+LL+OL1 QA 891 694 psf QB 891 694 psf QC 891 694 psf QD 891 694 psf D DL+LL+WL QA 423 694 psf QB 423 694 psf QC 423 694 psf QD 423 694 psf DL+LL-WL QA 423 694 psf QB 423 694 psf QC 423 694 psf QD 423 694 psf DL+LL+EL QA 423 694 psf QB 423 694 psf QC 423 694 psf QD 423 694 psf DL+LL-EL QA 423 694 psf QB 423 694 psf QC 423 694 psf QD 423 694 psf RISAFoot Version 1 03 [P \nsa\020904 6 rft]Page 1 Company Designer Job Number Plump Engineering, Inc RP 020904 6 Seasilver May 9, 2003 Checked Bv Flexure Design Results Description ACI91 ACI 9 2(W) ACI 9 2(W) ACI 9 2(E) ACI 9 2(E) ACI 9 3(W) ACI 9 3(W) ACI 9 3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL+1 4OL1 " 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Mu-XX (k-ft) 3210186-7 1 17914e-7 1 17914e-7 1 179146-7 1 179146-7 6 85562e-8 6 85562e-8 6 85562e-8 6 85562e-8 ZDirAs(m2) 518 518 518 518 518 518 518 518 518 Mu-ZZ (k-ft) 285 105 105 105 105 061 061 061 061 X Dir As (in2 ) 259 259 259 259 259 259 259 259 259 Note Overburden and footing self weight are included in the DL load case Controlling Z direction steel requires the following placement Region 1 (starts at A) 6 in Steel 086 in2 Region 2 (middle) 12 in Steel 346 in2 Region 3 (ends at D) 6 in Steel 086 m2 B Shear Check Results Two Way (Punching) Vc NA One Way (X Dir Cut) Vc 22 347 k One Way (Z Dir Cut) Vc 11 174 k Description ACI 9 1 ACI 9 2(W) ACI 9 2(W) ACI 9 2(E) ACI 9 2(E) ACi 9 3(W) ACI 9 3(W) ACI 9 3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL+1 4OL1 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 65DL+T 275LL-~i 4EL"" 9DL+1 3WL 9DL-1 3WL " 9DL+1 43EL 9DL-1 43ELi Punching X Dir Cut Z Dir Cut Vu(k) Vu/.Vc Vu(k) Vu/ --Vc Vu(k) Vu/,.Vc NA NA NA NA NA NA NA NA NA NA NA NA " NA NA NA NA ,_ NA NA 001 660471654 000471654 000471654 066471654 000274225 000274225 000274225 000274225 0 001 | 0 -o 0 0:x:o 0 0 000471 654 J 0 000471654 006471654 066471 654 000274225 000274225 000274225 0.__ 0 0 0 0 6 | 660274225j 6 Note Overburden and footing self weight are included in the DL load case Concrete Bearing Check Results (Only Vertical Loads Considered') Bearing Be 244 8 k BeDescriptionLoad Sets and Factors Bearing Bu (k) ACI 91 f 1 4DL+1 7LL+1 4OL1 ACI 9 2(W) ! 1 05DL+1 275LL+1 275WL ACI 9 2(W) ACI 9 2(E) ACI 9 2(E) ACI 9 3(W) ACI 9 3(W) ACI 9 3(E) ACi9"3(E) 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Note Overburden and footing self weight are included in 2568 Bearing Bu/ ~ 015"" 943 j 006 943 006 943 ! 006 943 | 006 548 548 548 _ 548 the DL load case 003 003 003 003 RISAFoot Version 1 03 [P \risa\020904 6 rft]Page 2 I.C.E. Builders, Inc. April 18,2003 City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, CA 92008-1989 Business Registration No 1214908 Dear Sir or Madam * Please allow this letter to serve as authorization for our employee Norman J Rech to sign for licenses and building permits on behalf of I C E Builders, Inc Sincerely, Brian Y Silver Secretary and C F O cc file ICE Builders, Inc • 421 E Cantos Avenue • Anaheim, CA 92805. (714)491-1317 • FAX (714) 491-2833 Lie No 775947 A • B • C8 • C2I • C36 • C51 ^T CERTIFICATE OF LIABILITY INSURANCE S^vSS -1^70)651-8837 FAX (270)651-8127 /Lessenberry Ins Agency, Inc /pin Oak Lane /0 Box 1899 Glasgow, KY 42142-1899 ^stJRilTl.C E Builders, Inc 421 East Cerntos Ave Anaheim, CA 92805 i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE INSURER A American Zurich Insurance INSURERS American Guaranty & Liabil -ty Insurance Co INSURER C INSURER D INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSRLTR A A B A TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY | CLAIMS MADE | X [ OCCUR GEN L AGGREGATE LIMIT APPLIES PER | POLICY| IJECT 1 1 LOC AUTOMOBILE LIABILITY ' X X X X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS Hired Physical Ding GARAGE LIABILITY ANY AUTO EXCESS LIABILITY X | OCCUR | | CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY OTHER POLICY NUMBER GL03865506-00 BAP3865 507-00 $500 DED COMPREHENSIVE $500 DED COLLISION AUC3865504-00 MC386S505-00 POLICY EFFECTIVE DATE (MM/DD/YY) 10/01/2002 10/01/2002 10/01/2002 10/01/2002 POLICY EXPIRATIONDATI (MM/DD/YY) 10/01/2003 10/01/2003 10/01/2003 10/01/2003 LIMITS EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS COMP/OPAGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY(Per person) BODILY INJURY(Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY EA ACCIDENT OTHER THAN EA ACC AUTO ONLY AGQ EACH OCCURRENCE AGGREGATE X WC STATU 1 IOTHTORY LIMITS 1 1 ER E L EACH ACCIDENT EL DISEASE EA EMPLOYEE E L DISEASE POLICY LIMIT s 1,000,000 s 300,000 $ 10,000 s 1,000,000 t 2,000,000 s 2,000,000 * 1,000,000 $ $ $ $ $ $ $ 25,000,000 $ 25,000,000 $ $ $ $ 1,000,000 i 1,000,000 $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS License #775947 CERTIFICATE HOLDER ADDITIONAL INSURED INSURER LETTER CANCELLATION ~> Contractors State License Board P.O Box 26000 Sacramento, CA 95826 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTE N NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THECOMPAhrf SV$G&tf S^OFy^RE^SiyATIVES * AUTHORIZED REPRESEN1'£™E*"^"'*T' ' « ^X*W&CCA*^^ PEDIGO-LESSENBERRY INSURANCE ACORD 25-S (7/97)Agency lnc§ACORD CORPORATION 1988 \jon6oniff ASun State of California • CONTRACTORS STATE LICENSE BOARD ACTIVE LICENSE License NumDe775947 BUILDERS INC B C-8 C36 C21 C51 «"— ^03/31/2004 CDO_i 5 < QC so Q CD £ o ° mO10 § S LUCM Z LU m LUo co UJ •< NE LU << co a QQ CO LU O Q OQQ.UJU.XXOm ^ -^^ ^ o ^ ^.^ V) •^ s \j O J«•4 oo fi J n T 9 —•• rO 0^