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1975 CHESTNUT AVE; ; CB061900; Permit
12-10-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Pennit Permit No Building Inspection Request Line (760) 602-2725 CB061900 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1975 CHESTNUT AV CBAD Tl Sub Type 2052303700 Lot # $20 315 68 Construction Type Reference # 238 SF ADD TO CLASIDS CHURCH ROOM COMM 0 INN Applicant COMBS ARCHITECTURE &PLANNING 278 TOWN CENTER PKWY #205 92071 619596 7304 Status ISSUED Applied 07/03/2006 Entered By JMA Plan Approved 12/10/2007 Issued 12/10/2007 Inspect Area Plan Check# Owner CORP OF THE PRESIDING BISHOP OF THE CHURCH OF JE C/O TAX DIVISION 50 E NORTH TEMPLE SALT LAKE CITY UT 84150 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee 81D #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $18439 Meter Size $0 00 Add I Reel Water Con Fee $11985 Meter Fee $11985 SDCWAFee $0 00 CFD Payoff Fee $427 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 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 $000 $000 $4800 $2000 $2400 $000 $000 $000 $000 99 $520 36 Total Fees $520 36 Total Payments To Date $520 36 Balance Due $000 BUILDING PLANS ,„ IN STORAGE _ ATTACHED Inspector Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications resi rvations 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 othe r required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLy' to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave, Carlsbad CA 92008 PROJECT INFORMATION CA Address (include Bldg/Surte #) EST VAL Plan Ck Deposit Validated By Date Z fr H*, Business Name (at this address)Ifr&l THUM L/MK 001 33 Legal Descnption -3-7 Lot No Subdivision Name/Number Unit No Phase No Total # of units jtfm Assessor's Parcel #.„ Existing Use AP0/-nc?U fT? criASS Proposed Use Descnption of Work SQ FT # of Stones # of Bedrooms # of Bathrooms jg; CONTACT PERSON (if different from applicant) Name Address State/Zip Telephone # PROPERTY OWNER . _________ . _ _ ...... . . -....... . .. _..,bftftve of ute CMC& w- wws cftittfr or iKrt#-iwt 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 pnor 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 awl penalty of not more than five hundred dollars [$5001 Name State License #DO Address License Class City State/Zip City Business License #«-rT-»IU Telephone # Designer Name State License # Address City State/Zip Telephone # 6 WORKER S COMPENSATION 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 D I have and will maintain worker's 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 earner and policy number are f*\i_Cf - />riQCJ 1 (J » CO Insurance Company Q"""] PrY^Pi F*(A ^V O Policy No Cxlli? ~UU It 2, I Expiration Date ^IflUQi (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 Jff^ecunxworkers compensation coverage/lSUinlawM and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100 IGNATU ided for in Section 3706 of the Labor Code interest and attorney's fees DATE OWNER BUIL iy affirm that I am exempt from the Contractor's Licerjsi Law for the following reason D I as owner of the property or my employees with wages as their sole compensation will d 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 contractors) licensed pursuant to the Contractor's License Law) D lam 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 D YES D NO 2 I (have/have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone 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 / /ontractors license number) S 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 WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave, Carlsbad CA 92008 Page 2 of 2 [COMPLETE THIS SECTION FOR NOl£RiSiDENTiALlM\l.DlNG PERMITS ONLY" Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration for or nsk management and prevention program under Sections 25505 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES D 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 O NO Is the facility to be constructed within 1000 feet of the outer boundary of a school site? D YES D 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 i issued (Sec 3097(1) Civil Code) LENDER S NAME OVJ ft \$fr/ _ LENDER S ADDRESS "^fe^ f/4£»ffi 1 19 I certify that I have read the application and state that the above information is correct and that the inform Jtion 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGEMENTS 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 of 5 0* deep and demolition or construction of structures over 3 stones 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 authonzed by such permit is not commenced within 180 days from the date of such permit or if the building or work authonzed by such permit is suspended or abandoned at any time after the work is commenced for a period ofJSO days (Section 10644 Uniform Building Code) APPLICANT S SIGNATURE WHITE File YELLOW Applicant PINK Finance City ol Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lit Plan Check # Permit # CB061900 Project Name LDS CHURCH 238 SF ADD TO CLAS ROOM Address 1975 CHESTNUT AV Lot Contact Person JOE Phone Sewer Dist CA Water Dist CA 04/07/2008 Permit Type Tl Sub Type COMM 0 Inspected , _^_ BV 2-X fa^*** Inspected Bv Inspected Bv Comments Date / Inspected H 1 Id Date Inspected Date Inspected * I &$ Approved t^" Approved Approved Disapproved Disapproved Disapproved Permit# CB061900 Type Tl Date Inspection Item 04/08/2008 89 04/08/2008 89 04/07/2008 89 04/07/2008 89 03/19/2008 17 03/17/2008 14 03/17/2008 16 03/17/2008 34 03/14/2008 84 03/06/2008 18 02/29/2008 15 02/27/2008 15 02/26/2008 15 02/07/2008 63 02/01/2008 66 01/25/2008 34 01/25/2008 65 01/25/2008 66 01/18/2008 84 01/04/2008 11 12/14/2007 92 Final Combo Final Combo Final Combo Final Combo Interior Lath/Drywall Frame/Steel/Bolting/Weldin Insulation Rough Electric Rough Combo Exterior Lath/Drywall Roof/Reroof Roof/Reroof Roof/Reroof Walls Grout Rough Electric Retaining Walls Grout Rough Combo Ftg/Foundation/Piers Compliance Investigation COMM Inspector Act PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC TP AP Rl Rl NR AP AP AP AP CO AP AP CO PA AP PA PA we PA AP AP PI LDS CHURCH 238 SF ADD TO CLAS ROOM Comments PM PM NOT OPEN ALL DOORS LOCKED ABV CLG LOCKED DOORS NO ONE 10AM ON SITE® COMPLE1 E SHTG AND RECALL TOP OUT 2ND LIFT CONDUIT IN WALL 1ST LIFT CONFCK ©FINAL OF Tl Wednesday April 16 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 04/08/2008 Permit# CB061900 Title LDS CHURCH 238 SF ADD TO CLAS Description ROOM Inspector Assignment PC Type Tl Sub Type COMM 1975 CHESTNUT AV Lot 0 Phone 7143261986 Job Address Suite Location Inspector OWNER CORP OF THE PRESIDING BISHOP OF THE CHURCH OF JE Owner CORP OF THE PRESIDING BISHOP OF THE CHURCH OF JE XRemarks PM Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By JOSEPH Entered By JANEAN Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 04/07/2008 03/19/2008 03/17/2008 03/17/2008 03/17/2008 03/14/2008 03/06/2008 02/29/2008 02/27/2008 02/26/2008 02/07/2008 02/01/2008 01/25/2008 Inspection History Description 89 Final Combo 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 16 Insulation 34 Rough Electric 84 Rough Combo 1 8 Exterior Lath/Drywall 15 Roof/Reroof 15 Roof/Reroof 15 Roof/Reroof 63 Walls 66 Grout 34 Rough Electric Act NR AP AP AP AP CO AP AP CO PA AP PA PA Insp PC PC PC PC PC PC PC PC PC PC PC PC PC Comments NOT OPEN ALL DOORS LOCKED ABV CLG LOCKED DOORS NO ONE ON SITE @ 10 AM COMPLETE SHTG AND RECALL TOP OUT 2ND LI FT CONDUIT IN WALL EsGil Corporation In (Partnership with government for (RuiCdinq Safety DATE 7/11/07 O^AEEU£ANT a JURIS, JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-1900 SET II PROJECT ADDRESS 1975 Chestnut Ave PROJECT NAME Expand Existing Relief Center for LD8 Stake Center XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to 2Sl 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 7/6/07 trnsmtldot _ a PLAN REVIEWER a FILE EsGil Corporation In. Partners Hip iintd government for 'SuiCtfing Safety DATE 7/17/06 JURISDICTION Carlsbad PLAN CHECK NO 06-1900 SET I PROJECT ADDRESS 1975 Chestnut Ave PROJECT NAME Expand Existing Relief Center for LDS Stake Center I 1 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 I | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck 1X1 The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the check list has been sent to Coombs Architecture 278 Town Center Pkwy Suite #205 Santee CA 92071 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Coombs Architecture Telephone # (619) 596-7304 Date contacted ^/^'^(by^^ Fax # (619)596-7305 Mail Telephone y Fax v In Person 1 REMARKS By Chuck Mendenhall Esgil Corporation D GA D MB D EJ Enclosures PC 7/7/06 trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 * (858)560 1468 + Fax (858) 560 1576 Carlsbad 06-1900 7/17/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 06-1900 OCCUPANCY A3 TYPE OF CONSTRUCTION III N ALLOWABLE FLOOR AREA unknown SPRINKLERS9 unknown REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 7/17/06 JURISDICTION Carlsbad USE Relief Center ACTUAL AREA 238 Addition STORIES one HEIGHT 12ft Add n Only OCCUPANT LOAD 58 DATE PLANS RECEIVED BY ESGIL CORPORATION 7/7/06 PLAN REVIEWER Chuck MendenhaU 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 codps 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 TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot Carlsbad 06-1900 7/17/O6 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 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number seal, date of license expiration and date plans are signed Business and Professions Code 2 Revise the code compliance statement on the Title Sheet of the plans consistent with the current codes stating that this project shall comply with the 2001 editions of the California Building/Plumbmg/Mechanical Codes and the 2004 edition of the California Electrical Code which adopt the 1997 UBC 2000 UMC 2000 UPC and the 2002 NEC 3 Provide a foundation plans showing the thickness reinforcing and underlayment of the new slab 4 Provide structural calculations to justify the construction of the new masonry walls as shown in D4/A2 4 provide calculations to justify the size and spacing of the new roof joists and header shown on B2/A2 4 5 Specify on the plans thickness type and nailing of the roof diaphragm 6 Detail the connection of the new 3X10 ledger to the masonry wall Show on the plans the connection of the roof joists & diaphragm to the masonry walls to comply with UBC Section 1605 2 3 No details provided on the plans 7 The roof plan on sheet A2 5 show the new roof sloping into the center of the building How do you intend to provide roof drainage for the new roof9 Please clarify Show roof drains and overflows Size drains per Appendix D of UPC Section 1506 8 Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water Section 1506 1 9 Specify on sheet A2 5 the slope of the roof and further specify on the plans the following information for the new roof materials per Section 106 3 3 a) Manufacturer s name b) Product name/number Carlsbad 06-1900 7/17/06 c) ICBO approval number or equal 10 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed • Type of Construction • Sprinklers Yes or No • Stories • Height • Justification to increase the existing floor area allowable area in Table 5 B 11 Glazing in the following locations should be of safety gla/mg material in accordance with Section 2406 4 This applies to the new store front glazing within 24 of a door or within 18 of a walking surface See window schedule found on sheet A2 3 12 Show on plan that the new suspended ceilings shall comply with DEC Tables 25-A 16 O and 16-B MECHANICAL 13 What is the purpose of the T-top exhaust shown in detail 6/M2 0 Do you propose to install a kitchen hood with exhaust fan Clarify the purpose of the exhaust 14 Detail disposal of mam condensate drainage from air conditioning units (UMC Section 309) ENERGY 15 Provide plans calculations and worksheets to show compliance with current energy standards for the building envelope for the expanded area and lighting for the new lighting of the expanded area 16 Provide complete energy designs for the proposed changes in envelope lighting Provide the completed ENV LTG forms showing energy compliance 17 The completed and signed ENV-1 LTG-1 forms must be imprinted on the plans 18 On the plans clearly show the wall and roof insulation locations thickness and R values and type of glazing for the new store front as per the energy design DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS Carlsbad 06-1900 7/17/06 • When alterations structural repairs or modifications or additions are made to an existing building that building or portion of the building affected is required to comply with all of the requirements for new buildings per Section 1134B 2 These requirements apply as follows a) The area of specific alteration repair or addition must comply as new1 construction b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features Provide notes and dimensional details on the plans to show compliance with the following • SITE PLAN REQUIREMENTS 19 show on the site plan the path of travel from the disabled accessible parking to the remodeled area per Section 1127B 1 Where necessary to provide ac cess shall incorporate pedestrian ramps curb ramps stairways and handrails etc 20 Show that accessible parking spaces comply with Section 1129B 4 1 as follows a) Single spaces shall be 14 wide and outlined to provide a 9 parking area and a 5 loading and unloading area on the passenger side of the vehicle b) When more than one space is provided in lieu of providing a 14' space for each space two spaces can be provided within a 23 area with a 5 loading zone between each 9 0 wide space c) Each space is to be a minimum of 18 in depth 21 At least one accessible parking spaces shall be served by an access aisle >96 in width and designated as VAN ACCESSIBLE per Section 1129B 4 2 22 The words NO PARKING shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12 high and located so that it is visible to traffic enforcement officials) Section 1129B 4 2 23 Ramps shall not encroach into any accessible parking space or the adjacent access aisle Section1129B43 24 Show or note on the plans that the accessible parking spaces are to be identified by a reflectonzed sign permanently posted immediately adjacent to and visible from each space consisting of a) A profile view of a wheelchair with occupant in white on dark blue background b) The sign shall >70 in 2 in area c) When in the path of travel they shall be posted >80 from the bottom of the sign to parking space finished grade d) Signs may also be centered on the wall of the interior end of the parking space >36 from the parking space finished grade ground or sidewalk X1 Carlsbad 06-1900 7/17/06 e) Spaces complying with Section 1129B 4 2 shall have an additional sign Van Accessible mounted below the symbol of accessibility per Section 1129B 5 1 f) In addition the surface of each accessible space is required to be marked with the international symbol of accessibility SANITARY FACILITIES 25 Note that the doorways leading to sanitary facilities shall be identified per Section 1115B 5 as follows a) An equilateral triangle 1/4 thick with edges 12 long and a vortex pointing upward at men s rest rooms b) A circle !4 thick 12 in diameter at women s rest rooms c) A 12 diameter circle with a triangle superimposed on the circle and within the 12 diameter at unisex rest rooms d) The required symbols shall be centered on the door at a height of 60 e) Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities per Section 1117B 5 7 26 Show that the accessible rest room is to be provided with either a) A 60' minimum diameter clear space measured from the floor to a height of 27 b) A clear space 56' x 63 in size c) NOTE Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches per Section 1115B71 1 27 Show that at least one water closet fixture located in a compartment shall provide the following per Section 1115B71 3 a) >28 clear space from a fixture (or >32 clear space from a wall) at one side b) The other side of the water closet shall provide 18 from the centerlme of the water closet to the wall c) The stall shall be a minimum of 60 wide d) Clear space in front of the water closet shall be i) >48 if the compartment has a end opening door n) >60 is required for side opening doors e) Grab bars shall not project more than 3 into the clear spaces indicated 28 Show or note on the plans that the accessible water closets meet the following requirements per Section 1115B 21 a) The seat is to be >17' but <19 in height b) The controls for flush valves shall be i) Mounted on the side of the toilet area Carlsbad 06-19OO 7/17/06 11) Be <44 above the floor 29 Show or note on the plans that accessible urinals meet the following requirements per Section 1115B21 1 a) The rim of at least one urinal shall i) Project at least 14 from the wall n) Be<17 above the floor b) The control mechanism is be located <44 above the floor c) >30' x 48 clear floor space is provided in front of the accessible urinal 30 Show that accessible lavatories comply with the following per Sections 1115B 2 1 2 a) >30' x 48 clear space is provided in front for forward approach The clear space may include knee and toe space beneath the fixture b) When lavatories are adjacent to a side wall or partition there shall be a minimum of 18 to the center line of the fixture to the wall c) The counter top is <34' maximum above the floor d) >29' high reducing to 27 at a point located 8 back from the front edge e) >9 high x 30 wide and 17 deep at the bottom f) Hot water pipes and dram lines are insulated 31 Show that grab bars comply with the following per Section 1115B 8 a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment b) They shall be securely attached 33 above the floor and parallel c) NOTE Where a tank type toilet is used which obstructs placement at 33 the grab bar may be installed as high as 36 d) Grab bars at the side shall be located i) 15 to 161/2H (±1") from the center line of the water closet stool n) Be >42 long with the front end positioned 24 in front of the stool in) Total length of bars at the back shall be >36 e) The diameter or width of the grab bar gripping surface is >1 V* but <11/a or the shape shall provide an equivalent gripping surface f) If mounted adjacent to a wall the space between the wall and the grab bar shall be 11/2 g) Be designed to support 250# 32 Show on the plans <40 height for a) The operable parts of at least 1 i) Paper towel dispenser n) Sanitary napkin dispenser in) Waste paper disposal Carlsbad 06-190O 7/17/06 iv) Other similar dispensing and/or disposal fixtures b) The bottom edge of mirrors END OF REVIEW 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 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 Chuck Mendenhall at Esgil Corporation Thank you Carlsbad 06-1900 7/17/06 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 06-1900 PREPARED BY Chuck Mendenhall DATE 7/17/O6 BUILDING ADDRESS 1975 Chestnut Ave BUILDING OCCUPANCY A3 TYPE OF CONST RUCTION III N BUILDING PORTION Relief Ctr Add n Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 238 cb Valuation Multiplier City Est By Ordinance Reg Mod VALUE ($) 20315 20,315 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I I Repetitive FeeRepeats Complete Review D Other r—i Hourly Structural Only Hour* Esgil Plan Review Fee $18439 $11985 $10326 Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER DATE 1AI ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10.000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE Carlsbad Fire Department BUILDING DEPT COPY Plan Review Requirements Category TI COMM Date of Report 07-13 2006 Reviewed by Name Address Permit # CB061900 Job Name LDS CHURCH 238 SF ADD TO CLAS Job Address 1975 CHESTNUT AV CBAD ;; 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 resubrmt the necessary plans and'or specifications with changes "clouded", to this office for review and approval Conditions Cond CON0001525 [MET] * APPROVED* THIS PROJECT HAS BEEN REVIEWED ^*4i£EBfte*iefWT)R THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST NOTATIONS HEREON CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 07/13/2006 By GR Action AP ENGINEERS INC STRUCTURAL ENGINEERS 8380 MIRAMAR MALL SUITE 225 SAN DIEGO CALIFORNIA 92121 858/453 7339 FAX 858/453 7445 APPROVED STRUCTURAL CALCULATIONS FOR CARLSBAD STAKE CENTER RELIEF SOCIETY EXPANSION CARLSBAD, CA CLIENT COOMBS ARCHITECTURE & PL ANNING, INC PROJECT NO 311546 //, C=3 to CNl CD ^ OoJo* H O OF STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA MALEK ENGINEERS, INC SAN DIEGO, CA JOB NO SHEET NO BY /^ OF DATE #/x? SUBJECT n f (J / 5- / a \\SERVER\SharedDocs\shared\Projects\CARI_SBAD STAKE CTR\CONDRAW^2 dwg 8/21/2006 1 52 19 PM HP LaserJet^ MALEK ENGINEERS, INC SAN DIEGO, CA JOB NO 3\\S 4 ^ SHEET NO 3 BY yq^ OF DATE #/^ SUBJECT OK \)t it." Q.c Malek Engineers Inc Title Dsgnr Description Date Job# 121PM 21 AUG06 Scope Re 580001U e KW 0607003 V r580 1 Dec 2003( )1983 2003 ENERCALC Engi eenng Softwa Masonry Lintel Design Page 1 Description FB2 General Information fm Fs Em = fm Special Inspection Seismic Factor Wall Wt Mult 1 350 0 psi 24 000 0 psi 90000 0320 1 000 Clear Span Lintel Depth Thickness End Fixity Bar Spacing Code Ref AC 1750ft 200ft 800 in Fix Fix 3000 in 530-02 1997UBC 2003 IB( Rebar Size # Bars E/F Top Clear Btm Clear # Bar Sets Load Duration Factor : 2003 NFPA 5000 5 1 4 000 in 4000m 31000 Block Type Medium Wt Live Loads Not Included with Wind/Seismic Applied Loads Distributed Loads #1 Wind Load DL 019k/ft 1200psf LL 004 k/ft Start X 0000ft EndX 17500 ft Moments & Shears Moment Vertical Loads DL Only DL+LL DL + Wind/Seismic + (LL) Lateral Loads Wind Seismic Actual 883 985 061 127 Allowable 1768 k ft 1768 k ft 1768 k ft 502 k ft 5 02k ft Shear 22^1 2511 1 86 387 Allowable 36 74 psi 36 74 psi 36 74 psi 36 74 psi 36 74 psi Equiv Solid Thick 7 600 in Wall Wt 78 00 psf E 1215 0000 psi 238683 Summary j „ ,j? ,_,„;. .}fj«Sx Span= 1750ft Depth= Using 3 bar sets of 1 #5 Combined Stress Ratios DL + LL DL + Wind (+ LL) DL + Seismic (+ LL) Combined Stress Results DL+LL DL + Wind (+ LL) DL + Seismic (+ LL) Design Values 2 ft Thick= 8 OOmMedium Weight bars spaced 3 000m apart Ends are (shear governs) (shear governs) (bending governs) Vertical fb/Fb fv/Fv fb/Fb fv/Fv fb/Fb fv/Fv 05572 06834 04995 06126 04995 06126 Block Special Inspection Fix Fix 0 6834 1 00 0 6633 1 00 0 7533 ! 1 00 Lateral 01220 00507 02539 01054 Combined 05572 06834 06215 06633 07533 07180 Lintel OK 1 001 00 1 00 1 00 1 00 1 00 Vertical Strength As k (npA2+2np)A 5-np np j = 1 k/3 Mmas=FbkjbdA2/2 LDF MStl = FsAsjd Lateral Strength As k (npA2+2np)A 5-np np ] = 1 k/3 Mmas=FbkjbdA2/2 LDF M Stl = Fs As j d LDF 0 6200 in2 035 00970 0882 17 68k ft 21 87 k ft 0 93 m2 044 017 085 5 02k ft 8 74k ft Allowable Stres es Masonry Fb 0 33 f m (5 if w/o sp msp) 445 50 psi Steel 24 000 00 psi Masonry Fv f mA 5 (5 if w/o sp msp) 36 74 psi Malek Engineers Inc Title Dsgnr Description Date Job# 1 16PM 21 AUG06 Scope R v 580001U er KW 0607003 V 5 8 0 1 D c 2003 ( )1983 2003 ENERCALC Eg g Softwa Slender Masonry Wall Page 1 Description NEW MASONRY WALLS General Information Wall Height Thickness Rebar Size Rebar Spacing Rebar Location Solid Grouted Loads Vertical Loads Uniform Eccentric Load Dead Load Live Load Eccentricity Roof Concentric Load Dead Load Live Load Roof 1200ft 80 in 5 32 in Center 224 00 #/ft 280 00 #/n 730 in 000 #/ft 000#/ft Calculations are designed to 97 fm fyWall Wt Multiplier Medium Weight Block Fr= 25 (fm)A5 Seismic Factor Wind Load (full height) Lateral Loads Point Load @ height Seismic Distributed Load Dist to Top Dist to Bottom Seismic UBC/03-IBC/03-NFPA Requirements 1 3500psi 60 000 0 psi 1 00 250 0320 1200psf OOOIbs 000ft 000#/ft 000ft 000ft •^ Summary i 1 2 00ft high 8 00m thick w/ #5 bars at 32 00m on center at MedWt Block Wall Design OK f m = 1 350 Opsi Fy = 60 000 Opsi Special Inspection Req d Solid Grouted Factored Load Bending Seismic Load Governs Maximum Iterated Moment Mu 8 557 52 Moment Capacity 21 749 65 Mn Phi Moment Capacity Mu (0 9D+1 OE) (1 2D+1 3W+M L+ 5Lr) Mu (1 2D+f1 L+1 OE) (1 2D+1 6Lr+ 8W) Overstress Precentage Allow Deflection 0007 Height Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage Allowable Max Reinf Percent = 05 Rho Bal Actual Axial Stress (Pw + Po ) / Ag Allowable Axial Stress = 0 04 f m P Delta Analysis Service Load Deflection in-# Maximum Iterated Deflection m-# Deflection Limit Seismic 21 749 6 m-# 8 557 5 m-# 8 557 5 m-# 000 1 008 in 0 025 in 57674 00025 00048 759psi 5400psi Seismic Load Governs 0 025 in 1 008 in Wind 21 749 6 m-# 4 880 7 m-# 47141 m-# 000 1 008m 0014m 105025 00025 00048 759psi 5400psi Factored Load Analysis Basic Moment without P Delta Basic Deflection without P Delta Moment in excess of Cracking Moment Max Iterated Wall Deflection Max Iterated Wall Moment Service Load Analysis Basic Moment without P Delta Basic Deflection without P Delta Moment in excess of Cracking Moment Max Iterated Wall Deflection Max Iterated Wall Moment Seismic 8 529 02 m-# 003 in OOOm-# 003 in 8 557 52 m-# Seismic 6 208 96 m-# 002 in 000 m-# 002 in 6 226 24 m-# Wind 4 861 72 m-# 002 in OOOm-# 002 in 488071 m-# Wind 3 409 60 m-# 001 in 000 m-# 001 in 341909m-# Malek Engineers Inc Title Dsgnr Description Date Job# 1 16PM 21 AUG 06 Scope R 580001 U KW 0607003 V 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALCE gi ee ng Software Slender Masonry Wall Page 2 Description NEW MASONRY WALLS Load Summary Vertical Load Summary DL @ Max Mom Loc LL @ Max Mom Loc 09 Dead Load 1 05 Dead Load 1 275 Live Load Wall Weight Wall Weight Seismic Factor 692 00 Ibs 000 Ibs 622 80 Ibs 726 60 Ibs 000 Ibs 78 00 psf 34 94 psf Lateral Load Summary 1 3 Wind Load 1 7 Wind Load Seismic Factor WallWt 1 43 Seismic Weight 1 87 Seismic Weight Rebar d Distance 1560 psf 20 40 psf 34 94 psf 49 97 psf 65 35 psf 381 in Analysis Values Phi 080 Equivalent Solid Thickness 7 60 in Gross Area 91 20 in A steel 012m2 As Percent 0 0025 As Effective = (Pu + As Fy) / Fy As-eff Wind 0128 m2 Aseff Seismic 0128 m2 a Compression Block a Wind 0 56 in a Seismic 0 56 in Mn = Pni Aseff Fy (cl a/2) Wind Seismic Em = 900 fm n = 29E6 / Em Fr = 2 5 (fm)A 5 Sgross Mcracking = Sgross I r I Gross I Cracked Wind I Cracked Seismic Phi Wind Phi Seismic 21 749 65 m-# 21 749 65 m-# 1215000 00 psi 2387 91 86 ps 11628 in 10681 06 in 443 32 m4 31 58 m4 31 58 m4 0800 0800 4 MALEK ENGINEERS, INC. SAN DIEGO, CA JOB NO 31 if 4 & SHEET NO BY y^ OF DATE tf/^ UBJECT MALEK ENGINEERS, INC SANDDEGO, CA ... JOB NO SHEET NO 7 BY ^ ^ OF DATE g/<7 £ SUBJECT z •> o A .- It, - 45" J 10 ?< I 3 MALEK ENGINEERS, INC SANDEEGO, CA JOB NOJ(tf 1*SHEET NO & BY /?^ OF DATE ^/^ SUBJECT 0 b 4)' ••-&$& L /# JoJ It l?? MALEK ENGINEERS, INC. SAN DIEGO, CA JOB NO 3\IS ^ SHEET NO £ uv ../9 jK OF DATE &/ Q^ SUBJECT 2(JJ & TITLE 24 REPORT Title 24 Report for Carlsbad Stake Center Relief Society Expansion Carlsbad, CA Project Designer Coombs Architecture 278 Town Center Parkway Santee, CA 92071 619-596-7304 Report Prepared By Rocky Salehi & Salehi, Inc 8360 Clairemont Mesa Blvd STE 111 San Diego , CA 92111 (858) 277-5551 Job Number T377 Date 6/25/2007 The EnergyPro computer program has been used to perform the calculations summarized in thi compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresid ntial 2005 Building Energy Efficiency Standards This program developed by EnergySoft LLC www energysoft com EnergyPro 4 3 by EnergySofl Job Number T377 User Number 1233 Check A License Contractors License Detail Page 1 of 2 Skip to CSLB Home | Content | Footer | Accessibility Search v-. CONTRACTORS STATE LICENSE BOARD d v:-*"i: 11,; f ff I, i f! 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DISCLAIMER A license status cht ck provides information taken from the CSLB license database Before relying on this information you should be awai the following limitations • CSLB complaint disclosure is restricted by law (B&P 7124 6) If this entity is subject to pu complaint disclosure a link for complaint disclosure will appear below Click on the link oi obtain complaint and/or legal action information • Per B&P 7071 17 only construction related civil judgments reported to the CSLB are disc • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitr • Due to workload there may be relevant information that has not yet been entered onto th license database E^s^^r F;^si:r:r • Extract Date 12/10/21License Number 561400 Business BELL CONSTRUCTION INC Information dba BELL CONSTRUCTION CONTRACTORS 1230 NORTH LAS BRISAS ANAHEIM CA9'806 Business Phone Number (714)2389209 Entity Corporation Issue Date 03/21/1989 Reissue_Date 02/21/2007 Expire Date 02/28/20M License Status This license is current and active All information below should b reviewed Classifications B GENERAILBUILDING CONTRACTOR This license filed Contractors Bond number 745566C in the amou $12 500 with th bonding company DEVELOPERS SURETY AND INDEMNITY COMPANY Effective Date 02/21/2007 Contractors Bonding History 1 The Responsible Managing Officer (RMO) JOHN CLAY BELl certified th at he/she owns 10 percent or more of the voting stock/equity of the corporation A bond of qualifying individual http //www2 cslb ca gov/General Information/interactive tools/check a hcense/License+ 12/10/2007 Check A License Contractor s License Detail Page 2 of 2 Workers Compensation Miscellaneous Information not required Effective Date 02/21/2007 This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number 046 0009924 Effective Date 01/01/2007 Expire Date 01/01/2008 Workers Compensation History 02/21/2007 LICENSE REISSUED TO ANOTHER ENTITY " ^Consumers | Contfactors | Applican&eymen | Public Works j Building Officials^ General Info^ 441 * "" { **''M *i 4 CSLBjHome ft Conditionstof Use .1 -Privacy I • Contact CSLB'* ~-^»-««-«-l'i''-«« '«w-w— -»H n Copyright © 2007 State of California http //www2 cslb ca gov/General Information/interactive tools/check a license/License+ 12/10/2007