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Home My WebLink About2042 CORTE DEL NOGAL; ; CB930222; Permit04/19/93 14 21 BUILDING PERMIT Page 1 of 1 Job Address 2042 CORTE DEL NOGAL Su-^ Permit Type INDUSTRIAL TENANT IMPROVEM^N"1 " ' Parcel No 213-061-05-00 " r ^.u Valuation 15 500 Construction Type NEW Occupancy Group B-2 Re^eremro* Description 620 SF BATHROOMS/REMOVE 1600 SF DEMISING WALL/NO NEW OFFICES permit No CB930222 Project No A9300324 Development No 04/1?/93 <»01 01 02 C"PRHT 469"°° Appl/Ownr • BOURGUIGNON, KEN 3692 ESCAPADE CIRCLE HUNTINGDON BEACH, CA If' 714 ft&7_, ,, c " StUS/ ^ 0^93By MD? * * e C CM Adjustments Total Fees Fee Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Each Plumbing Fixtur ->r T.r'Hp'" Each Install/Repair Wcc-r L.He Each. Water Heater andy'or .-y?^ " Gas Piping System \ \\ '../-••> •x PLUMBING TOTAL Enter "Y" for Electric _, .- . Enter "Y" for Remodel * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Each Install/Reloc Appliance Vent * MECHANICAL TOTAL '">'>ta '< Cr'-'<rM *-•••••- ••' *• — «• **- v»^j^ i^-.vt X s_- o "ctdl Poyrn&n'ts Balance .''Due; 00 111.00 469 00 " ". /'' ^' ('' 152 '/° '1J° (>' n -n 4 a° 111 00 111 00 3 OC 285 00 20 00 Y 210 00 7. 00 7. 00 251 00 10 00 Y 10 00 Y 20.00 15 oo y O ft /\ /4 00 FIj^APPROVAL INSP /~S HATF CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 LICATION City of Carlsbad Building Department 2075 Las Palmas Or., Carlsbad, CA 92009 (619) 438-1161 1 PERM11 Irl'h A - U Commercial U New Building U Tenant Improvement B - Eijndustnal D New Building 'Bjenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex O Demolition D Relocation D Mobile Home D Electrical D Plumbing 0 Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2 PROJECT INFORMATION PLAN CHECK NO.^ 2- EST VAL /5, ^OO PLAN CK DEPOSIT VAIJD BY ^tC (U "*• DATE 3/W/fj£ 1398 03/04/93 0001 01 02 C-PRMT Hi. FOR OFFICE USE ONLY 4 Z Nearest Cross Street LEGAL DESCRIPTION Jsulxlivision Name/Number So-3 Unit No Phase No CI lliCJK BLLOW IF SUBMII IhD n 2 Energy Calcs "02 Structural Calcs d 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USEEXI ^ PROPOSED USE efTDESCRIPTION OF WORK SQ n OF STORIES |A 3 uuiMlAL.1 ptiKbUN tit aitierent trom applicant) NAME He/-*/—>4 CITY STATED ADDRESS 735-2- ^O («*•*> Si n" ~ DAY TELEPHONE 87.SJ 4 APPLICAN1 NAME CITY .LJCON IRACrO UAGLNl hOR CON1KAC1UK O"UWNtR LJA&tNl HJ] ADDRESS STATE C<»ZIP CODE C.<»1_ t ^ <A-f Are- C. • DAY TELEPHONE 1 ? ^ 7 5 HHUl'KHTY UW{) NAME STATE C-fr ADDRESS ZIP CODE .* . t>t <-trt.e,le DAY TELEPHONE /* NAME £><•«•> ' CITY ve/t. STATE ADDRESS ZIP CODE DAY TELEPHONE STATE LIC #UCENSE CLASS CITY BUSINESS LIC # CITY >££&UUMl'KN DAY TELEPHONED I fc 7&(,"5%&"?TATE LIC # Sfc <l g~ .£* 7 WORKhHJv Workers Compensation Declaration I hereby atlirm that I nave a certilicate otconsent to sell-insure issued by tnc Director ot Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certilicate ot hxemption l certify that in tne performance ol trie work lor which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNI'.K-bUlLUER IJhCLAHAIION D Owner-Builder Declaration I hereby attirm that I am exempt trom the Contractors License Law for the following reason I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason (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, commencing 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]) SIGNATURE rtZ^^& JL-'/Q'sfJHsSSss st^ ~. ^ DATE COMPLETE THIS SECTION FOR NON-RESlDEMTflAL BTOUJING PERMITS ONLY Is the applicant or future building occupant reciulfed 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' Q YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF TIIE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS TIIE APPUCANT HASI MET OR IS MEETING TIIE^^ REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND TIIE AIR POIJjmON CONTROL DISTRICT 9 OONSIHIKJMON IJiNUINU AUENCY I hereby atlirm that there is a construction lending agency lor the perlormance ot the work for which this permit is issued (Sec 3097(0 Civil Code) Iff LENDER'S NAME APPLICANT LENDER'S ADDRESS T certify tnal I have read the application and state that the above information is correct f 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 KEF.P HARMIfSS TIIE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WI flCH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TIIE GRANTING OF TI IIS PERMIT OSHA. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) APPLICANTS SIGNATURE DATE WtflTE:YELLOW Applicant PINK: Finance FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER ** PLAN CHECK#: CB930222 DATE: 06/18/93 PERMIT*: CB930222 PERMIT TYPE: ITI PROJECT NAME: 620 SF BATHROOMS/REMOVE 1600 SF DEMIZING WALL/NO NEW OFFICES ADDRESS: ' 2042 CORTE DEL NOGAL CONTACT PERSON/PHONE#: MH/MARK/ SEWER DIST: CA WATER DIST: CA INSPECTED DATE , , BY: (L- UaJJdL— INSPECTED: 7 M 7 3- APPROVED ^ DISAPPROVED INSPECTED DATE BY: _ INSPECTED: _ APPROVED _ DISAPPROVED INSPECTED DATE BY: _ INSPECTED: _ APPROVED _ DISAPPROVED COMMENTS : DATE PERMIT I JOB ADDRESS UNSCHEpVIifig INSPECTION INSPECTOR -—5 PLANCK # TIME ARRIVE:TIME LEAVE: CD LVL DESCRIPTIO ACT COMMENTS PERMITS 6/15/89 CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB930222 FOR 07/02/93 DESCRIPTION: 620 SF BATHROOMS/REMOVE 1600 SF DEMIZING WALL/NO NEW OFFICES TYPE: ITI JOB ADDRESS: 2042 CORTE DEL NOGAL APPLICANT: BOURGUIGNON, KEN PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANCK# CB930222 OCC GRP B-2 CONSTR. TYPE NEW STE: LOT: 714 847-1335 CONTRACTOR: OWNER: REMARKS: MH/MARK SPECIAL INSTRUCT: TOTAL TIME: INSPECTOR —RELATED PERMITS— CD LVL DESCRIPTION PERMIT# TYPE CB911127 ITI CB930592 MISC STATUS EXPIRED ISSUED ACT COMMENTS 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical £0&*-£ t~ ***** INSPECTION HISTORY ***** DATE DESCRIPTION 061893 Final Combo 051893 Frame/Steel/Bolting/Welding 051893 Interior Lath/Drywall 051793 Frame/Steel/Bolting/Welding 051793 Frame/Steel/Bolting/Welding 051793 Rough/Topout 051793 Rough Electric 051793 Rough/Ducts/Dampers 051493 Steel/Bond Beam 051493 Rough/Topout 051193 Ftg/Foundation/Piers 051093 Ftg/Foundation/Piers 050793 Retaining Walls 050693 Steel/Bond Beam 050593 Underground/Under Floor ACT CO AP AP PA CO AP PA PA AP AP AP NR PI AP AP INSP MFC MFC MPC MFC MPC MPC MPC MPC PK PK MPC MPC MPC MPC MPC COMMENTS SEE PREVIOUS LIST BATHROOM WALLS SEE INSP NOTES H20 LINES BATHROOMS BATHROOM EXH DUCTS/ SEE NOTES LOADING DOCK WALLS PRELM INSP SLAB REPOUR DOWELS WASTE LINES CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB930222 FOR 06/18/93 DESCRIPTION: 620 SF BATHROOMS/REMOVE 1600 SF DEMIZING WALL/NO NEW OFFICES TYPE: ITI JOB ADDRESS: 2042 CORTE DEL NOGAL APPLICANT: BOURGUIGNON, KEN PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANCKtf CB930222 OCC GRP B-2 CONSTR. TYPE NEW STE: LOT: 714 847-1335 CONTRACTOR: OWNER: REMARKS: MH/MARK/ SPECIAL INSTRUCT: TOTAL TIME: INSPECTOR —RELATED PERMITS—PERMIT# TYPE CB911127 ITI STATUS EXPIRED CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 051893 Frame/Steel/Bolting/Welding 051893 Interior Lath/Drywall 051793 Frame/Steel/Bolting/Welding 051793 Frame/Steel/Bolting/Welding 051793 Rough/Topout 051793 Rough Electric 051793 Rough/Ducts/Dampers 051493 Steel/Bond Beam 051493 Rough/Topout 051193 Ftg/Foundation/Piers 051093 Ftg/Foundation/Piers 050793 Retaining Walls 050693 Steel/Bond Beam 050593 Underground/Under Floor ACT AP AP PA CO AP PA PA AP AP AP NR PI AP AP INSP MPC MFC MPC MPC MPC MPC MPC PK PK MPC MPC MPC MPC MPC COMMENTS SEE PREVIOUS LIST BATHROOM WALLS SEE INSP NOTES H20 LINES BATHROOMS BATHROOM EXH DUCTS/ SEE NOTES LOADING DOCK WALLS PRELM INSP SLAB REPOUR DOWELS WASTE LINES CITY OF CARLSBAD -•" J\ INSPECTION REQUEST PERMIT* CB930222 FOR 05/11/93 DESCRIPTION: 620 SF BATHROOMS/REMOVE 1600 SF DEMIZING WALL/NO NEW OFFICES TYPE: ITI JOB ADDRESS: 2042 CORTE DEL NOGAL APPLICANT: BOURGUIGNON, KEN PHONE: PHONE: PHONE: CONTRACTOR: OWNER: INSPECTOR AREA MC PLANCK# CB930222 OCC GRP B-2 CONSTR. TYPE NEW STE: LOT: 714 847-1335 REMARKS: MH/ SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT # CB911127 TYPE STATUS CD 11 LVL DESCRIPTION ST Ftg/Foundation/Piers ITI EXPIRED ACT COMMENTS INSPECTION HISTORY ***** DATE DESCRIPTION 050793 Retaining Walls 050693 Steel/Bond Beam 050593 Underground/Under Floor ACT INSP COMMENTS PI MPC LOADING DOCK WALLS PRELM INSP AP MPC SLAB REPOUR DOWELS AP MPC WASTE LINES Jo _.."/^c . ' *_y.e_c/_. KT _yo. _____ . I ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE : JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: VOA.A «~ lsbA J. SET; UT C t>?ey\ * C IAPPLICAKT __ URI SDICTIO [jPLAN CHECKER QFILS COPY ESIGNER D 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 deficien- cies identified b^Vo-O £"£ 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. I1 Ssgil staff did advise applicant that the plan check has been comoleted. Person contacted: Date contacted: REMARKS; By: _ l ESGIL CORPORATION_ _ DGA DCM Enclosures ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ,r ICTION: HECK NO: IT ADDRESS: IT NAME: U0 £^ cA C,*\*\*«.±O 1 ri 0 "A A C 0<~^L i!!x *. L \ JO ^\ A.r\i^t, c^odV- i V=»x\V-\ \»^ , f"\ t\\~^ ,.£ - iAPPLICANT [JURIS PICT I OlO ,PLAN CHECKER ]FILE COPY jUPS 1DESIGNER I — | I _ I 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 deficien- cies identified _ 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 Corp. until corrected lans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Si Esgil staff did not advise the applicant contact person that plan check has been completed. I I Ssgil staff did advise applicant that the plan check has Koon f^nmrO O+-QI^ Daver-in r*r\n4- a <~*- e>^ •been comoleted. Person contacted: Date contacted: REMARKS: * (| Telephone r_ ESGIL CORPORATION 3i DGA DCM / ESGIL CORPORATION /-'" 9320 CHESAPEAKE DR., SUITE 208 X SAN DIEGO, CA 92123 (619) 560-1468 DATE: Ma<Y,k ^ I *5 - ^5 QAPPJ JRISDICTIOl^ CARLSBADJURISDICTION: _ wm^ac/m _ {JPLAN CHECKER QFILE COPY PLAN CHECK NO: C£> 33 - Jon. _ SET; ( X -> _ QUPS QDESIGNER PROJECT ADDRESS; Ja4.1 CnTfc 7T7rJT iJtiJ. PROJECT NAME; Qft^i^ darJt. £ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I — | The plans transmitted herewith will substantially comply I _ I with the jurisdiction's building codes when minor deficien- cies identified _ 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 735 Z. CA. Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: Telephone #_ REMARKS: By; (2lt SaArc, Enclosures; ESGIL CORPORATION^/ QGA DCM PLAN CORRECTION SHKET TENANT IMPROVEMENT PLAN CHECK MO.;^.3 - JO A. (. JURISDICTION; CARLSBAD TO: PROJECT DATA OCCUPANCY: BUILDING USE:I £ TYPE OF CONSIRPCIIOH: tST- ACTUAL AREA: ALLOWABLE AREA;l^k. STORTES: HEIGHT: SPRINKLERS; OCCUPANT LOAD;cW* v^ REMARKS: Date plans received by jurisdiction: 3MH3 Date plans received by Esgil Corporation: Date initial plan check completed: 3 fg^3 By; Applicant contact person: Tel. FOREWORD: PLEASE READ Plan check is limited to 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled 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. 303(c), 1991 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, note on this list (or a copy) where each correction item has been addressed, i e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC / 3. / 0 /• Please make all corrections on the original tracings and submit tvo new sets of prints, to- Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 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. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the pjovuMi use of the tenant space or building" being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. On the first sheet of the plans indicate* "Type of construction of the existing building. present and proposed occupancy classifications ot tne remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. 12.) Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities nnd processes that v.ill 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 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. 17. 1 Provide a statement on the Title Sheet of the x / plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. 18. ) Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302^).^ A^^ eAA^Tcj byTCTr 10. J Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. Indicate the use ot all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising vails, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 8/4/92 Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing ualls, and shear walls. t/,6. A \s* ^<j <•$. -Q Show safety glazing in the following locations, per Section 5406(d): a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an intervening vail between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 18" abo\e the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including vindov,s within 5 feet of tub or shower floor). Provide a section view of all new interior partitions. Shov.: (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load) .n (c) Wall sheathing material ana details o? attachment (size and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "Class 3HT flame spread rating (minimum) for fe,i. _ ." Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.)- Section 2516(f). 0 In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and ,18 inches past the strike edge for interior doors.Section 2-3304, Title 24. >nf> i- 1- Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and woaen. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705(c). _-hour occupancy separation is _occupancy andrequired between the _occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (J). In areas where the occupant load exceeds , two exits are required. See . Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 7/8/92 f-The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may ha\e one exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). 45. JShow the locations of existing exits from the \ /building and show the path of travel from the remodel area to the existing exits. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the abo\e, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door sving of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door(s) Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 3304(i). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). Provide panic hardware in Group A,E,H-l,H-2,H-3 and I occupancies. Chapter 33. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). 52. ' i- 6tf. Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches vide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants may be a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of f ire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. Section 3305(g), Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. 5/28/92 1*' Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method, i.e. EMI, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25' of HVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. MECHANICAL Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 1002. PLUMBING Provide gas line plans and calculations, showingpipelengtnsand gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide v>ater line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show F & I valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste lines UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). 106. Provide complete energy design calculations, / including all existing design and new energy design for this building. See attached non- residential energy design checklist. 104. For remodels in an existing conditioned space, ' show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SDPPLEMHfT 102.) Floor drains must have auto-prime (City \ /Policy). W3.A grease interceptor is required. Show details complying with City Policy 83-34. . Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 8/10/92 105. Condensate drains must connect to a wet trap ' (dry traps are not permitted). (Memo 1/1W83). 106} Show fans are duct type; City Policy does not permit ductless fans. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 106. All roof-mounted equipment shall be concealed ' from view. Provide structural detailing for the screening. W. © All panel boards shall have a minimum 100 amp rating or approved by the Building Official. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELLANEOUS 111. Please see additional corrections or remarks that follow.©To speed up the recheck 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 check. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1^68, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation Thank you. Enclosures: 1. '~ •rr* 'E.I Yes No 8/10/92 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No . /"£> 03 .- 2,2-2-£ 3T ) References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE HANDICAPPED PARKING SPACES Providea b. 2-7102(b) Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) f . Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) g. If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) CURB RAMPS a . Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) urface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent ( 3. JWALKS f. Border raarkings shall be 12" v,ide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" mininum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f. At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) 4.] PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is SO or less. 2- 3307(b.l) d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and botton of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A h. Top landing 2-3307(d.l) shall be 60" x 60" nininva. i. When door svings onto top landing, minimum depth of landing required is door v.idth plus 42". 2-3307(d.l.) j. Top landing shall ha\e 60" mm. \.idth when door swings onto the landing, \.ith 2V on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above raop surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) o. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" froa vail. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkvay surface to any overhanging obstruction. 2-3326(b) b. Headroom of 80" minimum shall be maintained for \.alks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt changes in level exceeding 4" adjacent to walks, except between valks and adjacent streets or drives, shall be identified by 6" high naming curbs abo\e valk surface. 2-3326(a) ENTRANCES AND CrRCOLAHO»l (7.) ENTRANCES, DOORS, VESTIBULES AND CORRIDORS / . All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) rby All required passage doors shall have 32" ^~*^ clear opening at 90 degrees (36" door). 2-3304(f) ARf),<* 15 Aj[Jt At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) i Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.l) (Exterior level landing may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(i.l) Width of clear area on the sving side of the door shall extend 2V past strike jamb for exterior doors and 18" past strike janb for interior doors. 2-3304(i.l) The space between two consecutive doors (vestibule) shall provide a minimum of 1*8" clear depth between the open door and a second closed door.Doors in a series at a \estibule shall sung in the sane direction, or away from the space between then. 2-3304(i.l) For corridors over 200 feet long, see special requirements of Sec 2-3305(b)2 FLOORS a. Floors of a given story shall be a cocsaon level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in vidth. 2-3306(r) e. On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread vidth beyond bottom nosing and returned to vail/newel post. 2-3306(j.l). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of vail. 2-3306(j.l) i. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. . ELEVATORS a. Provide clear inside elevator car dimensions as required by U B.C Section 5103(d) 6 and Title 24 2-5103(d 1). 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch -side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door vidth of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANHARZ FACTT.TTTES . TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) b. Doorways shall have 32" opening vidth. 2-511.1 minimum clear c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511. l(a) 12. \ULTIPLE ACCOMMODATION TOILET FACILITIES aJ Provide clear area 60" diameter x 27ir ^-^ high - or clear space 56" x 63" x 27" high. 2-511. l(a) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511 l(a) Provide a 28" clear space betveen vater closet and fixture or 32" clear space betveen vater closet and wall. 2-511.l(a) A 48" long clear space is required an front of vater closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.l(a) Water closet conpartment door to provide ^ 32" clear width for end entry and 3k" clear vidth for side entry. Door to be self-closing. 2-511 l(a) SINGLE ACCOMMODATION TOILET FACILITIES a Water closet shall be located 28" froa a fixture or 32" from a vail. 2-511.l(a) b. Minimum clear space in front of vater closet shall be 48". 2-511.l(a) c. In an existing building, a single accomaodation toilet facility may have a space 36" wide x 48 " long in front of vater closet. 2-511.l(a) GRAB BARS AT WATER CLOSET a. One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) c. Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. IS.WAIER CLOSET \. a. Height of water closet seat shall be 17" V to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 16 ] URINALS a. Where urinals are provided, the run of at least one shall project 14" from the vail and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 Ibs. caxioua and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for forvard approach. 2-511.l(b) 17.^LAVATORIES a. Provide 30" x 48" clear floor space for forvard approach. Said clear floor space nay include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath la% atones 29" high by 30" vide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) c. Hot water and drain pipes la\atories shall be insulated. 5-1504(b) under d. Faucet controls and operating nechanisn (operable with one hand) shall be of the type not requiring tight grasping, pinching or tvisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they shall renain open for at least 10 seconds. 5-1504(c) 18.) TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) 19.JSANITARY FACILITIES IDENTIFICATION On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) 20. BATHING FACILITIES a One such facility shall comply vhen provided for the public, clients or eirployees 2-511 l(a) b. Sho»er compartment shall be A2" vide, ^•8" deep, with a 36" vide entrance. 2-511 l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible sho«er hose, etc. GENERAL REQUIREMENTS DRINKING FOUNTAIN a. Drinking fountains shall be vithin alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511 l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the vater fountain cay project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the vater fourtam shall be textured so that it is clearly identifiable by a blind person using a cane. The minuuum textured area shall extend from the vail supporting the vater fountain to 1 foot beyond the front edge of the vater fountain and shall extend 1 foot beyond each side of the vater fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the ving walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. 22/ PUBLIC TELEPHONE22/ PU] a.Provide space 30" x US" for forward or parallel approach to telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). :CAL REQUIREMENTS a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) b. Center of switches shall be located not less than 36" nor more than US" above the floor. 3-380-8(c) PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc , the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or tvisting of the wrist (i e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCUPANCY, REQUIREMENTS 2i. AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC.i-a. Seating and toilet facilities for the handicapped shall be accessible from the cam lobby or primary entrance. 2-611(b) b. This structure requires vheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each vheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) e. This structure requires seats for semi-ambulant persons. Clear leg space shall be at least 2V. 2-611(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms oust be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) Date: - Prepared byt Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE p Bldg. Dept. PLAN CHECK NO.. BUILDING ADDRESS __ APPLICANT/CONTACT _ BUILDING OCCUPANCY TYPE OF CONSTRUCTION -3?: - sJ/ S t*t it- . CONTRACTOR PHONE (-> .PHONE NO. 43 1 DESIGNER PHONE - 3UILDIHG PORTION £*T • "d^&sA*' /0^^,^< fl,cj{. 4\J > fe^"L rm • A dcfiitoit Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA VALUATION MULTIPLIER § <a e VALUE 1*5 G&o ^ l^^ao ~~ Building Permit Tee $ Plan Check Fee $ Hi • 00 * UV COM HFNTS- SHEET OF \ r\ I r* -• City of Carlsbad _^ I^P^^Hi^i^^BBBB^^HMpB^^^^^IBIii^H^^^PM DATE 8 Engineering Department BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB9S- O222 BUILDING ADDRESS 2O42. CDRTE. DB PROJECT DESCRIPTION fMD^T}! <¥• LOPJ>/N<S DOCKS ASSESSOR'S PARCEL NUMBER EST VALUE. ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submrttal, 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 DENIAL Please see the attached report of deficiencies tefmarked with £3» Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By g. QCHEDELL Date By S.SGHEfrELL Date By g.SS-lEDBLJL Date "31 BYL FOR 0FFICAL USE ONLY ENGjisieeWNS AUTHORIZATION TO ISSUE BUILDING PERMIT;: DATE. ATTACHMENTS O Dedication Application D Dedication Checklist Q Improvement Application D Improvement Checklist D Future Improvement Agreement CONTACT PERSON NAME. ADDRESS . PHONE P \docs\chklst\bp0001 frm REV 6/5/92 2O75 Las Palmas Dr • Carlsbad, CA 92OO9-1 576 - (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST PLAN COMPLETE _ S3TE D D 1 Pro&fl fEKfr bfiSffliofecfsiS-pfen drawn to scale Show A North Arrow D Property Lines Easements B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets D D D 2 Show on site plan A Drainage Patterns C Existing Topography B Existing & Proposed Slopes D D D 3 Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure D D 4 Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less) " On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5 ) D D 5 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 P \docs\chklst\bp0001 frm Page 1 Of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1stv/ 2ndv/ 3rdV D D D 6 Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by Date DEDICATION REQUIREMENTS D D [H 7 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 $ -pursuant to Code Section 1840030 Dedication required as follows Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the checklist at the time of resubmittal Dedication completed by Date IMPROVEMENT REQUIREMENTS D D D 8a 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 $ -pursuant to Code Section 18 40 040 Public improvements required as follows Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements Provide the completed application form and the requirements on the checklist at the time of resubmittal Improvement Plans signed by Date. P \doc«\chldst\bp0001 frm Page 2 Of 4 REV 6/5/92 m n BUILDING PLANCHECK CHECKLIST 1stv/ 2nd^ 3rd^ D D D 8b Construction of the public improvements may be deferred pursuant to code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 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 D D 8c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date II 8d 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 EH D 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D 9b 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 D D 9c No Grading Permit required BUILDING PLANCHECK CHECKLIST P \docs\chklst\bp0001 frm Page 3 Of 4 REV 6/5/92 MISCELLANEOUS PERMITS 3rdv/ D 10 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, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following _ Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal D 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page D 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by L. lQ6cu>^A _ Date 4 - 1 - Hat. mod- Forw^s ftX^Jl \^ Co. uv« P \docs\chktot\bp0001.frm Page 4 of 4 REV 6/5/92 f CALCULATIONS WORKSHEET EDU CALCULATIONS EDU's APT CALCULATIONS ADT's FEES REQUIRED WITHIN CFD D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) DNO D 1 PARK-IN-LIEU FEE PARK AREA FEE/UNIT D 2 TRAFFIC IMPACT FEE ADT's FEE/ADT. D 3 BRIDGE AND THOROUGHFARE FEE ADT's FEE/ADT IH 4 FACILITIES MANAGEMENT FEE ZONE FEE/EDU D 5 PUBLIC FACILITIES FEE D 6 SEWER FEES PERMIT No EDU'S FEE/EDU BENEFIT AREA FEE 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT) X. REMARKS MUST 1MA^TA<M Ml*J 2.4 BEJQCJZfiJT 7t) RAMP A\ift ftKLeL> f^on ViHLL MftT BE /QfiLE. 7D SEE. P \docs\chklst\bp0001 frm REV 6/5/92 TO. B£MUST' TD / A PLANNING CHECKLIST Plan Check No f^ " ^ Z ^Address Planner DAVID RICK Phone 438-1161 ext 4328 (Name) APN: - U if 4» 994 O O O ck (. kr / I ~Type of Project and Use l^oe^ Zone f^< Facilities Management Zone Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required. YES NO S TYPE DATE OF COMPLETION. Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval !Ir D D Discretionary Action Required: YES NO / TYPE DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ET D D California Coastal Commission Permit Required: YES NO ~^ DATE OF APPROVAL: \ '. '. . San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Gl D D Landscape Plan Required. YES NO See attached submittal requirements for landscape, plans Site Plan: nan ana Zoning* D 1. Provide a fully dimensioned site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width and dimensioned setbacks 2 Show on Site Plan- Finish floor elevations, elevaTio'ns_pf~rrrush grade adjacent to building, existing topographical lines^-e^ti^ting ancTproposed slopes and driveway. r^" 3 Provide legal descnption of property 4 Provide assessor's parcel number. Setbacks: jaaa tfaa J&(5%% ^$$ji Front: Required Shown Int Side: Required Shown Street Side- Required Shown Rear: Required Shown 2. Lot coverage: Required Shown p 3. Height: Required Shown n ^ '/?>! (°T J V 4. Parking: Spaces Required //5TJ>Shown /&/ y ^ Guest Spaces Required ShownY 'SAdditional Comments £/&fi _/ ub^'cH l)ctr^<^\ 5pe((-fjr ut- II be e /"»>'* <\j-cd —&Ad— t ' *~* ' / J * r- jM& *!ifijk P*l/-X.M ~) ^ f*SrJS>*'?tfit7~+ ^)hc>uJ> ^Sp^Cj ^f&r -ML ~fc~£\5t\ •{4c/0J<ss'-£ * d~ ' ^7 i ^ ' / ">1 * *, j/jc>-*^ fi€bJ ffairfi * *\ A* cA 1 6 r<r j\&-s* & "f f)& D&f ****** ct JicffyiS **" J*^>™t *$fyL& / i^/ // L&. f Pfaff^tfd^ • ^ 7 c«/' tf"^- / f t^y C^r^ /\0@^t0\ _aP T^-^-t/^i / & e*o('\\ SJQ c 4c J °L4Cn ^6r**». ' ^ ^__ ^ ^4 £/ / ' 'o*/* c^/« C( fff}) * 1 5 flAf*^ / "^^ r^^ i M tl v>/ -^^ i V ^Tl 1*^ 5 i '^•^_ ^ / 4-* *A (fu»f-ife reT»'"''-i> ^^v" ' ^r* /^ aJd' OK TO ISSUE AND ENTERED APPROVAL INTO COMPUT A tAt\\rt*i*f >'> re<t"i'fa 0-7 DATE PLNCK.FRM City of Carlsbad 93027 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report Monday, Aprils, 1993 Reviewed by Contact Name Herman Goodman Address 14401 Sylvan St City, State VanNuysCA9i40i Bldg Dept No 930222 Planning No Job Name Bourgmgnon Job Address 2042 Corte Del Nogai 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 modifica- tions, 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 construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 93027 File# 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 93027 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report Tuesday, March 9,1993 Reviewed by _ Contact Name Herman Goodman Address 14401 Sylvan St City, State VanNuysCA91401 Bldg Dept No 930222 Planning No Job Name Bourguignon Job Address 2042 Corte Del Nogal 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 modifica- tions, 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 construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 93027 File# 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 93027 Fire Department • Bureau of Prevention General Comments: Date of Report Tuesday, March 9,1993 Contact Name Herman Goodman Address 14401 Sylvan St City, State VanNuysCA91401 Bldg Dept No 930222 Planning No Job Name Bourguignon Job Address 2042 Corte Del Nogai Ste or Bldg No LICENSED CONTRACTOR TO SUBMIT AUTOMATIC FIRE SPRINKLER PLANS FOR APPROVAL PRIOR TO INSTALLATION 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEER 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 F£ 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 Fax 18),786-0248. ' 431-8246(649J 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 5'RET.WALL WITH 2' SURCHARGE Sheet 1 JOB NUMBER: 93 113 02-18-93 8" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION *** Footing M @ Overturning Toe Try 3' 6" x V Moment Righting Moments Vertical Earth 12" Cone Footing RM/OTM 067 Block = 209 Force Calc 30 ( 800)2 2 30 ( 8 OO)2 2x3 inn 700+ x 100 x » 112 x 700 150 x 350 x Centroid = 0" footing Vert. (Ibs ) __ 320 700 ^7467 784 100 525 2096 27867 2096 = Lat. (Ibs ) Arm (ft) M 960 267 350 317 233 175 1 33 ft from Toe (in middle (ft-lb) -2560 1120 1478 1829 919 2786 1/3) Soil Pressure »> Max Allowable Soil Pressure = 1000 psf «< e = 133 - 175 = -042 Max Soil Press = 2096 (1 + 6 x 0421 = 1031 psf 350 350 Sliding Required Resistance = 30 (800) x 15 = 1440 Ibs 2 Friction = 0 35 x 2096 = 733 »> 035 Friction Passive = 400 x 1 92 x 192 = 735 >» 400 pcf Passive 2 1468 Ibs vKey =in Stem Try 12" Cone Block d = 9 0" Rebar # 3 8" >» f = 1500, n= 258, F= 20000, np= 25 8 x 0166 = 0040, 2/kj= 891, j= 092 <«m M = _30 ( 700): 6 V = _30 ( 70)2 2 1715 ft-lb 735 Ib/ft A =s v fb- 12 x 90 1715 x 12 = 0124 in 20000 x 092 x 90 735 = 74 psi [ F = 194 ] 120 x 092 x 90 1715 x 12 x 891 = 1886 psi [ F. = 247 5 ] 12 x 90 x 90 S'CB 28 -TOO' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 3' 6" x 1' 0" Footing with Stem 8" from Heel Key= 11" 12" Cone Block, d = 90", Mm Rebar # 3 @ 8", 1000 psf Soil Pressure 8" Cone. Block, d = 50", Mm Rebar # 3 @ 16", 5' from Top of Wall J HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEER 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 Faxt(619) 431-8246 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 4'RET.WALL WITH 2' SURCHARGE Sheet 2 JOB NUMBER: 93.113 02-18-93 8" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION *** Footing M @ Toe Try Overturning Moment Righting Moments Vertical 2 Earth 0 67 x 8" Cone Block Footing RM/OTM = 198 3' 0' Force 2 _30_ ( x 3 100 x 77 x 150 x x 1' Calc. 700)2 700)2 600+ 2 600 300 x Centroid = 0" footing Vert 600 100 1686/ (Ibs.) __ 245 400 462 450 1557 1557 = Lat. (Ibs) Arm (ft ) M 735 2 3 2 2 1 1 08 ft from Toe 33 .. 00 67 00 50 (in middle (ft -lb) -1715 735 1067 924 675 1686 1/3) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 1 08 - 1 50 = -0 42 Max Soil Press = 1557 (1 + 6 x 042^ = 952 psf 3 00 3 00 Sliding Required Resistance = 30 ( 700) x 15 = 1103 Ibs 2 Friction = 0 35 x 1557 = 545 >» 0 35 Friction Passive = 400 x 167 x 167 = 556 >» 400 pcf Passive 2 1101 Ibs „ QKey = 8 in Stem Try 8" Cone Block d = 5 0" Rebar # 4 @ 8" >» f'm= 1500, n= 258, F= 20000, np= 25 8 x 0295 = 0127, 2/kj= 587, j= 087 <« M = _3fl ( 600) = 1080 ft-lb 6 A =s V = _3fl ( 6 0) = 2 540 Ib/ft f =v 12 x 50 1080 x 12 20000 x 087 x 50 540 0149 in 120 x 087 x 50 = 104 psi [ Fv = 194 ] f, = 1080 x 12 x 587 = 2534 psi [ F. = 247 5 ] 12x50x50 ACE 28 /V ^00' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 3' 0" x r 0" Footing with Stem 8" from Heel Key= 8" 8" Cone Block, d = 50", Mm Rebar # 4 @ 8", 1000 psf Soil Pressure HERMAN GOODMAN ASSOCIATES* INC. CONSULTING STRUCTURAL ENGINES 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 Fa&:y(,818) ,',786-,0218 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 F^tx/ (619r'43l-8246 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 3'RET.WALL WITH 2' SURCHARGE Sheet 3 JOB NUMBER: 93.113 02-18-93 8" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION Footing M (& Toe Try 2' 6" x 1' 0" footing Overturning Moment Righting Moments Vertical Earth 067 8" Cone Block Footing RM/OTM = 205 Force Calc. 30 ( 600)2 2 30 ( 6 OO)2 2x3 nn 500+x 100 x _ 77 x 500 150 x 250 x Centroid = Vert. Hbs ) „_ 180 500 333 385 1 00 375 1273 1138/ 1273 = Lat. (Ibs) Arm (ft ) M 540 200 250 2 17 150 125 0 89 ft from Toe (in middle (ft-lb) -1080 450 722 578 469 1138 1/3) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 0 89 - 1 25 = -0 36 Max Soil Press = 1273 (1 + 6 x 0.36^ = 944 psf 250 250 Sliding Required Resistance = 30 ( 600) x 15 = 810 Ibs 2 Friction = 0 35 x 1273 = 446 >» 035 Friction Passive = 400 x 1 42 x 142 = 401 >» 400 pcf Passive 2 847 Ibs _. ^Key = 5 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 @ 16" >» f'm= 1500, n= 25.8, F= 20000, np= 25 8 x 0083 = 0036, 2/kj= 929, j= 092 <« M = _30 ( 5 00)' 6 V = _30 ( 5 O)2 2 625 ft-lb 375 Ib/ft A =s v fb = 12 x 50 625 x 12 20000 x 092 x 50 375 = 0081 in 120 x 092 x 50 = 68 psi [ F = 194 ] 625 x 12 x 929 = 232 1 psi [ F, = 247 5 ] 12x50x50 300' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 2' 6" x 1' 0" Footing with Stem 8" from Heel Key= 5" 8" Cone Block, d = 5.0", Mm Rebar # 3 @ 16", 1000 psf Soil Pressure HERMAN GOODMAN ASSOCIATES* INC. CONSULTING STRUCTURAL ENGINE 14401 Sylvan St., Suite 209 * Van Nuys, C\ 91401 * (818) 786-3387 7332 Bolero St. * La Costa, CA. 92009 * (619) 431-8251 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 2'RET.WALL WITH 2' SURCHARGE Sheet 4 JOB NUMBER: 93.113 02-18-93 8" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION *** Footing M @ Toe Try 2' 0" x V 0" footing Vert. (Ibs.) Lat (Ibs.) Overturning Moment Righting Moments Vertical Force Calc. 30 ( 500)2 2 30 ( 5 00) 2x3 400+ 400 Arm (ft.) M (ft.-lb.) 375 Earth 0 67 x 100 x 8" Cone Block 77 x 400 125 267 308 Footing RM/OTM = 208 Centroid = 150 x 200 x 100 300 1000 167 200 167 100 100 -625 250 444 308 500 677 677/ 1000 = 068 ft from Toe (in middle 1/3) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 068 - 100 = -032 Max Soil Press 1000 (1 + 6 x 032") = 983 psf 200 200 Sliding Required Resistance = 30 ( 500) x 15 = 563 Ibs 2 Friction = 0 35 x 1000 = 350 >» 035 Friction Passive = 400 x 1 OS x 108 = 235 >» 400 pcf Passive 2 585 Ibs .. 1Key = 1 in. Stem Try 8" Cone Block d = 5 0" Rebar # 3 24" >» f'm= 1500, n= 258, F = 20000, np= 25 8 x 0055 = 0024, 2/kj= 1095, j= 093 <« S 12 x 50m _3jQ ( 400) = 320 ft-Ib 6 A =s 320 x 12 V = 30 f 40) = 2 240 Ib/ft f =v 20000 x 093 x 50 240 = 0041 in 120 x 093 x 50 = 43 psi [ Fv = 194 ] A- fb ~320 x 12 x 1095 = 140 1 psi [ F, = 247 5 ] 12x50x50 ' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 2> 0« x r 0« Footing with Stem 8" from Heel Key= 1H 8" Cone Block, d = 50", Mm Rebar # 3 @ 24", 1000 psf Soil Pressure HERMAN GOO ASSOCIATES, INC. MAN CONSULTING STRUCTURAL ENGINEERS^/ 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 Fax:/ 1)£786,-0218 * La Costa, CA 92009 * (619) 431-8251 Fax;^(6/l9) 431-82467332 Bolero St. 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 5'RET.WALL @ WALKWAY Sheet 5 JOB NUMBER: 93.113 02-18-93 5.00' Stem 0" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION Footing M @ Toe Try 2'10" x 1' 0" footing Overturning Moment Righting Moments Vertical Earth 000 8" Cone Block Footing RM/OTM = 192 Force Calc. Vert. 30 ( 600)2 2 30 ( 600)2 2x3 inn 500+ 500x 100 x _ 77 x 500 150 x 283 x 100 Centroid = 9957 dbs ) __ 180 0 385 425 990 990 = Lat Hbs.) Arm (ft.) M 540 200 283 283 250 142 1 00 ft from Toe (in middle (ft -Ib ) -1080 510 0 963 602 995 1/3) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf «< e = 100 - 142 = -041 Max Soil Press = 990 (1 + 6 x 0411 2 83 2 83 654 psf Sliding Required Resistance = 30 ( 600) x 15 = 810 Ibs 2 Friction = 0 35 x 990 = 347 >» 035 Friction Passive = 400 x 158 x 158 = 501 >» 400 pcf Passive 2 848 Ibs „ _Key = 7 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 @ 16" >» f' = 1500, n= 258, F = 20000, np= 25 8 x 0083 = 0036, 2/kj= 929, j= 092 <« s 10 « <; n 2M = _30 ( 5 00)- 6 V = 30 ( 50)2 2 625 ft-lb 375 Ib/ft 12 x 50 A = 625 x 12s = 0081 in 20000 x 092 x 50 v 375 120 x 0.92 x 50 = 68 psi [ F = 194 ] 625 x 12 x 929 = 232 1 psi [ F, = 247 5 ] 12x50x50 5CB 20 c 500' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 2'10" x r 0" Footing with Stem 0" from Heel Key= 7" 8" Cone Block, d = 50", Mm Rebar # 3 @ 16", 1000 psf Soil Pressure HERMAN GOODMAN ASSOCIATES* INC. CONSULTING STRUCTURAL ENGINES 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 ¥ ); -786^02 18 (619) 431-8246 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 4'RET.WALL @ WALKWAY Sheet 6 JOB NUMBER: 93.113 02-18-93 4.00' Stem 0" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION *** Footing M @ Toe Try 2'2" Force Overturning Moment Righting Moments Vertical 2 Earth 0 00 x 8" Cone Block Footing RM/OTM = 190 x r Calc. 0" footing Vert (Ibs) 30 ( 500)2 2 30 x 3 100 77 x 150 ( x x 500)2 400+ 2 400 217 x Centroid = 400 100 5637 125 0 308 325 758 758 = Lat. (Ibs.) Arm (ft ) M 375 1 2 2 1 1 0 74 ft from Toe 67 17 17 83 08 (in middle (ft -Ib ) -625 271 0 565 352 563 113) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 074 - 108 = -034 Max Soil Press = 758 (1 + 6 x 034) = 680 psf 217 217 Sliding Required Resistance = 30 ( 5 00) x 15 = 2 Friction = 0 35 x 758 = 265 Passive = 400 x 125 x 1.25 = 313 2 578 Ibs 563 Ibs >» 035 Friction »> 400 pcf Passive Key = 3 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 24" >» f' = 1500, n= 258, F = 20000, np= 25 8 x 0055 = 0024, 2/kj= 1095, j= 093 <«m M = _30 ( 400)3 = 6 V = _30 ( 40)2 = 2 320 ft-lb 240 Ib/ft A =s f = V 12 x 50 320 x 12 20000 x 093 x 50 240 = 0041 in 120 x 093 x 50 = 43 psi [ Fv = 194 ] 320 x 12 x 1095 = 1401 psi [ F. = 247 5 ] 12x50x50 4CB20 C 400' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 2' 2" x 1' 0" Footing with Stem 0" from Heel Key= 3" 8" Cone Block, d = 50", Mm Rebar # 3 @ 24", 1000 psf Soil Pressure HERMAN GOODMAN ASSOCIATES, INC.!!£' CONSULTING STRUCTURAL ENGINEERS /Jw\rf 14401 7332 Sylvan Bolero St., Suite 209 * St. * Van La Nuys, Costa, CA CA 91401 92009 * * (818) (619) 786-3387 431-8251 w.)*Wx MlflXtrrTrfrfyOi , '. 0 1 o \ •'rro^c'ft^'to518J ; 75O-U218 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON 3'RET.WALL @ WALKWAY Sheet 7 JOB NUMBER: 93.113 02-18-93 3.00' Stem 0" from Heel, 30 Ibs/ft EFP *** NO CONTINUOUS INSPECTION Footing M @ Toe Try 1' 8" x P 0" footing Overturning Moment Righting Moments Vertical Earth 0 00 8" Cone Block Footing RM/OTM = 203 Force Calc. Vert 30 ( 400)2 2 30 ( 400)2 2x3 inn 300+ 300x 100 x _ 77 x 300 150 x 167 x 100 Centroid = 330/ (Ibs.) .. 80 0 231 250 561 561 = Lat. (Ibs ) Arm (ft.) M 240 1 33 167 167 133 083 0 59 ft from Toe (in middle (ft.-lb.) -320 133 0 308 208 330 113) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 059 - 083 = -025 Max Soil Press =Ji_ (1 + 6 x 025) = 634 psf 167 167 Sliding Required Resistance = 30 ( 400) x 15 = 2 Friction = 035 x 561 = 196 Passive = 400 x 100 x 100 = 200 2 396 Ibs 360 Ibs >» 0 35 Friction >» 400 pcf Passive Key = 0 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 @ 24" >» f = 1500, n= 258, F= 20000, np= 25 8 x 0055 = 0024, 2/kj= 1095, j= 093 <« 10 v <; n M = _3_0 ( 300) = 6 V = 30 ( 30)2 = 2 135 ft-lb 135 Ib/ft A =s 12 x 50 135 x 12 20000 x 093 x 50 135 = 0017 in. 120 x 093 x 50 = 24 psi [ Fy = 194 ] 135 x 12 x 1095 = 591 psi [ F, = 247 5 ] 12x50x50 3CB 20 c 3.00' Stem 30 pcf EFP *** NO CONTINUOUS INSPECTION *** 1' 8" x 1' 0" Footing with Stem 0" from Heel Key= 0" 8" Cone Block, d = 50", Mm Rebar # 3 @ 24", 1000 psf Soil Pressure HERMAN GOO ASSOCIATES, INC. MAN CONSULTING STRUCTURAL ENGINEER 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 FJ 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 FaS (619) 786-0218 431-8246 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON YARD RET.WALL @ 2:1 SLOPE Sheet 8 JOB NUMBER: 93.113 02-18-93 8.00' Stem 8" from Heel, 43 Ibs/ft EFP *"* NO CONTINUOUS INSPECTION Footing M @ Overturning Toe Try 4'10" x 1' 0" footing Moment Righting Moments Vertical Earth 12" Cone Footing RM/OTM 067 Block = 196 Force Calc. 43 ( 900)2 2 43 ( 900)2 2x3 inn 800+x 100 x „ 112 x 800 150 x 483 x Centroid = Vert. (Ibs.) -. 581 800 533 896 1 00 725 2735 5019/ 2735 = Lat. (Ibs.) Arm (ft.) M 1742 300 483 450 367 242 1 84 ft from Toe (in middle m.-ib) -5225 2806 2400 3285 1752 5019 113) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf «< e = 184 - 242 = -058 Max Soil Press = 2735 (1 + 6 x 0581 = 974 psf 483 483 Sliding Required Resistance = 43 ( 900) x 15 = 2612 Ibs 2 Friction = 0 35 x 2735 = 957 >» 035 Friction Passive = 400 x 2 92 x 292 = 1701 >» 400 pcf Passive 2 , 2659 ^ Key = 23 in Mkey = 10° x 040° x 19 /2 + 2/3 (°400 x 19 )/2 = 122 ft-kips A&= 1 2/(l 44 x 9)= 009 < Stem Try 12" Cone Block d = 9 0" Rebar # 6 @ 8" >» f'm= 1500, n= 258, F= 20000, np= 25 8 x 0663 = 0158, 2/kj= 547, j= 086 <« M = _43 ( 800r = 6 V = _43 ( 8 O)2 = 2 3669 ft-lb 1376 Ib/ft A =s v 12 x 90 3669 x 12 20000 x 086 x 90 1376 = 0285 in 120 x 086 x 90 = 148 psi [ F = 194 ] 3669 x 12 x 547 = 2478 psi [ F, = 247 5 ] 12x90x90 8CB28 *** NO CONTINUOUS INSPECTION ***_ 4'10" x 1' 0" Footing with Stem 8" from Heel Key= 23" - A = 0 09 in. 12" Cone. Block, d = 90", Mm. Rebar # 6 @ 8", 1000 psf Soil Pressure 800' Stem 43 pcf EFP oting with Si = 90", M 8" Cone Block, d = 50", Mm Rebar # 3 @ 8", 5' from Top of Wall HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS* 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 Fax": 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 Fax: 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON YARD RET.WALL @ 2:1 SLOPE Sheet 9 JOB NUMBER: 93.113 02-18-93 7.00' Stem 8" from Heel, 43 Ibs/ft EFP *** NO CONTINUOUS INSPECTION *** Footing M @ Toe Try 4' 2" x V Overturning Moment Righting Moments Vertical Earth 0 67 12" Cone Block Footing RM/OTM = 200 Force Cak. 43 ( 800)2 2 43 ( 800)2 2x3 inn 700+x 100 x „ 112 x 700 150 x 417 x Centroid = 0" footing Vert. (Ibs.) — 459 700 A fit467 784 100 625 2334 36857 2334 = Lat fibs.) Arm (ft.) M 1376 267 417 383 300 208 1 58 ft from Toe (in middle (ft.-lb ) -3669 1911 1789 2352 1302 3685 1/3) Soil Pressure »> Max Allowable Soil Pressure = 1000 psf <« e = 158 - 208 = -050 Max Soil Press = 2334 (1 + 6 x 0501 = 968 psf 417 417 Sliding Required Resistance = 43 (800) x 15 = 2064 Ibs 2 Friction = 0 35 x 2334 = 817 >» 035 Friction Passive = 400 x 2 50 x 2.50 = 1250 >» 400 pcf Passive 2 2067 Ibs „ 1Q 7 - Key = 18 in Mkey = 100 x 0400 x 15/2 + 2/3 (0400 x 1 5 )/2 = 075 ft-kips A= 0 8/(l 44 x 9)= 0 Stem Try 12" Cone Block d = 9 0" Rebar # 4 @ 8" 06 »> f'm= 1500, n= 258, F = 20000, np= 25 8 x 0295 = 0070, 2/kj= 717, j= 090 <« S 12 x 90m M = _43_ ( 700) = 6 V = _43. ( 7 O)2 = 2 2458 ft-lb. 1054 Ib/ft A =s 2458 x 12 20000 x 090 x 90 = 0 183 m f _ v 1054 120 x 090 x 90 = 109 psi [ F = 194 ] 2458 x 12 x 7 17 12 x 90 x 90 2176 psi [2475 ] 7CB 28 700' Stem 43 pcf EFP NO CONTINUOUS INSPECTION 4' 2" x 1' 0" Footing with Stem 8" from Heel Key= 18" - A = 0 06 in 12" Cone. Block, d = 90", Mm. Rebar # 4 @ 8", 1000 psf Soil Pressure 8" Cone Block, d = 50", Min Rebar # 3 @ 8", 5' from Top of Wall HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINES 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 $fl8V-786-'0218 431-8246 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON YARD RET.WALL @ 2:1 SLOPE Sheet 10 JOB NUMBER: 93.113 02-18-93 6.00' Stem 8" from Heel, 43 Ibs/ft EFP *** NO CONTINUOUS INSPECTION Footing M @ Toe Try 3' 6" x 1' Overturning Moment Righting Moments Vertical Earth 067 12" Cone Block Footing RM/OTM = 203 Force Calc. 43 ( 700)2 2 43 ( 700)2 2x3 inn 600+x 10U x - 112 x 600 150 x 350 x Centroid = 0" footing Vert. (Ibs.) „ 351 600 dnn400 672 100 525 1948 2524/ 1948 = Lat. (Ibs.) Arm (ft.) M 1054 233 350 3 17 233 175 1 30 ft from Toe (in middle (ft.-lb) -2458 1229 1267 1568 919 2524 1/3) Soil Pressure »> Max Allowable Soil Pressure = 1000 psf <« e = 130 - 1 75 = -0 45 Max. Soil Press =48 (1 + 6 x 0451 = 990 psf 350 350 1580 IbsRequired Resistance = 43 (700) x 15 = 2 Friction = 0 35 x 1948 = 682 Passive = 400 x 217 x 217 = 939 2 1621 Ibs v -.A 2 - Key = 14 in Mkey = 10° x 040° x 12 /2 + 2/3 (0400 x 1 2 )/2 = 045 ft-kips AS Stem Try 12" Cone Block d = 9.0" Rebar # 3 @ 8" >» 035 Friction >» 400 pcf Passive 44 x 9)= 004 >» f = 1500, n= 258, F = 20000, np= 25 8 x 0166 = 0040, 2/kj= 891, j= 092 <« S 12 x 90 M = _43, ( 6 O 6 V = _43_ ( 6 O)2 = 2 = 1548 ft-lb A =s 1548 x 12 774 Ib/ft f =v 20000 x 092 x 90 774 = 0112 in. 120 x 092 x 90 = 78 psi [ Fy = 19.4 ] 6CB 28 fb =1548 x 12 x 891 = 1702 psi [ F = 247 5 ] 12x90x90 *** NO CONTINUOUS INSPECTION **» 3' 6" x 1' 0" Footing with Stem 8" from Heel Key= 14" - A = 0.04 in L2" Cone. Block, d = 9 0", Mm. Rebar # 3 @ 8", 1000 psf Soil Pressure 6.00' Stem 43 pcf EFP oting with Si 1 = 90", M 8" Cone Block, d = 50", Mm Rebar # 3 8", 5' from Top of Wall HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 >, 780218 7332 Bolero St.La Costa, CA 92009 * (619) 431-8251 Fa4(JL9H43 1-8246 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON YARD RET.WALL @ 2:1 SLOPE (/ Sheet 11 JOB NUMBER: 93.113 02-18-93 5.00' Stem 8" from Heel, 43 Ibs/ft EFP *** NO CONTINUOUS INSPECTION Footing M @ Toe Overturning Moment Righting Moments Vertical Earth 06' 8" Cone Block Footing RM/OTM = 186 Try 2'10" x V Force Calc. 43 ( 600)2 2 43 ( 600)2 2x3 . inn 500+1 x 100 x _ 77 x 500 150 x 283 x Centroid = 0" footing Vert 500 100_ 1324/ . (Ibs) 258 333 385 425 1401 1401 = Lat. (Ibs.) Arm (ft.) M 774 2 2 2 1 1 0 94 ft from Toe 00 83 50 83 42 (in middle (ft.-lb.) -1548 731 833 706 602 1324 113) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 0 94 - 1 42 = -0 47 ihdm Max Soil Press = 1401 (1 + 6 x 047) = 989 psf 283 283 Required Resistance = 43 ( 6 OO)2 x 15 = 1161 Ibs 2 Friction = 0 35 x 1401 = 490 >» 035 Friction Passive = 400 x 183 x 183 = 672 >» 400 pcf Passive 2 1163 Ibs „ inKey = 10 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 @ 8" >» f = 1500, n= 258, F= 20000, np= 25 8 x 0166 = 0.071, 2/kj= 714, j= 090 <«m M = _-£ ( 5 OO) -- 6 V = _43_ ( 5 O)2 = 2 896 ft-lb 538 Ib/ft A =s f = V 12 x 50 896 x 12 20000 x 090 x 50 538 = 0.120 in. 120 x 090 x 50 = 100 psi [ Fy = 194 ] 5CB 28 896 x 12 x 714 = 2558 psi [ F, = 247 5 ] 12x50x50 500' Stem 43 pcf EFP *** NO CONTINUOUS INSPECTION *** 2'10" x 1' 0" Footing with Stem 8" from Heel Key= 10" 8" Cone Block, d = 50", Mm. Rebar # 3 @ 8", 1000 psf Soil Pressure HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St., Suite 209 * Van Nuys, CA 914Q1 * (818) 786-3387 7332 Bolero St. * La Costa, CA 92009 * (619) 431-8251 ¥ax{ ( 2042 CORTE DEL NOGAL - CARLSBAD KENNETH & DOROTHY BOURGUIGNON YARD RET.WALL @ 2:1 SLOPE Sheet 12 JOB NUMBER: 93.113 02-18-93 4.00' Stem 8" from Heel, 43 Ibs/ft EFP *** NO CONTINUOUS INSPECTION Footing M @ Toe Try 2' 4" x 1' 0" footing Force Calc. Vert. (Ibs.) Lat (Ibs ) Overturning Moment _^ ( 5 OQ)2 538 Righting Moments Vertical 43 ( 5 00)2 179 Arm (ft.) M (ft.-lb.) 43 ( 5 00) 2x3 400+ 400 X 2 8" Cone Block 77 x 400 Earth 067 x Footing 150 x 2.33 x 100 267 308 350 167 233 200 133 117 -896 418 1104 RM/OTM = 198 Centroid = 875/ 1104 = 0 79 ft from Toe (in middle 1/3) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf <« e = 079 - 1 17 = -037 Max Soil Press = 1104 (1 + 6 x 037) 2 33 2 33 928 psf Sliding Required Resistance = 43 ( 500) x 15 = 2 Friction = 0 35 x 1104 = 386 Passive = 400 x 150 x 150 = 450 2 836 Ibs 806 Ibs >» 0 35 Friction >» 400 pcf Passive Key = 6 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 16" >» f = 1500, n= 258, F= 20000, np= 25 8 x 0.083 = 0036, 2/kj= 929, j= 092 <«m M = _43 ( 400)3 = 6 V = _43_ ( 4 O)2 = 2 459 ft-lb 344 Ib/ft.v 12 x 50 459 x 12 20000 x 092 x 50 344 = 0060 in. 120 x 092 x 50 = 62 psi [ Fy = 19.4 ] 459 x 12 x 929 = 1704 psi [ F, = 247 5 ] 12x50x50 4CB 28 400' Stem 43 pcf EFP *** NO CONTINUOUS INSPECTION *** 2> 4« x r 0.. Footing with Stem 8" from Heel Key= 6" 8" Cone Block, d = 50", Mm Rebar # 3 @ 16", 1000 psf Soil Pressure HERMAN GOODMAN ;vM ASSOCIATES* INC. CONSULTING STRUCTURAL ENGlNEERk/>:>: A--''/./'. 14401 Sylvan St., Suite 209 * Van Nuys, CA 91401 * (818) 786-3387 Fa/t: fU8/f7#6-0218 7332 Bolero St. -,i * La Costa, CA 92009 * (619) 431-8251 Fafr: ffi6>$)'431-8246 2042 CORTE DEL NOGAL - CARLSBAD ~ Sheet 13 KENNETH & DOROTHY BOURGUIGNON JOB NUMBER: 93.113 YARD RET.WALL @ 2.1 SLOPE 02-18-93 3.00' Stem 8" from Heel, 43 Ibs/ft EFP *** NO CONTINUOUS INSPECTION *** Footing M @ Toe Overturning Moment Righting Moments Vertical Earth 0 6' 8" Cone Block Footing RM/OTM = 238 Try 2' 0" x 1' Force Calc. 43 ( 400)2 2 43 ( 400)2 2x3 . inn 300+' x 100 x ? 77 x 300 150 x 200 x Centroid = 0" footing Vert (Ibs.) 115 300 inn200 231 100 300 846 6357 846 = Lat. (Ibs.) Arm (ft.) M 344 1 33 200 167 100 100 0 75 ft from Toe (in middle (ft.-lb.) -459 229 333 231 300 635 1/3) Soil Pressure >» Max Allowable Soil Pressure = 1000 psf «< e = 075 - 100 = -025 Max Soil Press =46_ (1 + 6 x 025^ = 739 psf 200 200 Sliding Required Resistance = 43 (400) x 15 = 2 Friction = 0 35 x 846 = 296 Passive = 400 x 108 x 108 = 235 2 531 Ibs 516 Ibs >» 0 35 Friction >» 400 pcf Passive Key = 1 in Stem Try 8" Cone Block d = 5 0" Rebar # 3 @ 24" >» f'm= 1500, n= 258, F = 20000, np= 25 8 x 0055 = 0024, 2/kj= 1095, j= 093 <« M = _41 ( 3 GO)' 6 V = _43 ( 3 O)2 2 194 ft-lb 194 Ib/ft A =s f =v r _ b ~ 12 x 50 194 x 12 20000 x 093 x 50 194 = 0025 in 120 x 093 x 50 = 34 psi [ Fy = 194 ] 194 x 12 x 1095 = 847 psi [ F = 247 5 ] 12 x 50 x 50 3CB28 300' Stem 43 pcf EFP *** NO CONTINUOUS INSPECTION *** 2' 0" x 1' 0" Footing with Stem 8" from Heel Key= 1" 8" Cone Block, d = 50", Mm Rebar # 3 @ 24", 1000 psf Soil Pressure 05/07 93 16 54 & GUODMAN ASSOC AND ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEER 144O1 SYLVAN STREET. SUITE 2O9, VAN NUYS CALIFORNIA 914O1 (818) 786-3387 fc INDUSTRIAL WASTE DISC APPLICATIC BUSINESS NAME Republic Tool & ;HAHGL HbHMii IN CB No Ql-^LS^L, SE No APPL NO lOteA IND. CLASS o?9 Manufacturing Corp. SITE ADDRESS 2042 Corte del Nogal CONTACT PERSON (at business) GuY w- McRoskey PHONE NUMBER 619/438-7835 Type of Business (check all that apply) D Agricultural C D Assembly C EH Automotive C D Chemical Handling H D Electronics CI D Food C D DESCRIBE WASTE OTHER THAN DOME EMPLOYEE TRASH, FLOOR SWEEPINGS Government D Photo Lab Laboratory D Retail Laundry D Service Station Manufacturing D Warehouse Medical D Other Metal Work Office STIC (Chemicals. Particulates. etc ) EMPTY CONTAINERS . DESCRIBE BUSINESS ACTIVITY" ASSEMBLY OPERATIONS GENERAL DESCRIPTION OF ONSITE WASTEWATER PROCESSING (chemical & physical characteristics^ NONE Is business presently in operation at site? 00 YES D NO £FOR WAREHOUSING ONLY) Has Wastewater Discharge Permit been applied foiJhraigh) the iHnemsrWaJer Authority'? LJ YES QD NO REPUBLIC TOOL & MANUFACTURING CORP. ^>>^//2*-$^^SzL=Z^/' \ Applicant's Name BY: GUY w. MCROSKEY ./'Title' PRESIDENT Phones 619M3S-78TS Please Print Aqencv Signature wQAPyf^v^ lAJ^LOLvveA " ' y Date 4/1/93 Date 4-L-^S Signature ot^ity Representative D EXEMPT "S, NOT EXEMPT Date forwarded to Encina 4 " 1 ' 93 P:\DOCS\WSFOHKS\FRH00045 REV. 2/10/92 Hazardous Materials SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Management Division nurture* ami OIITUI covirr «F IAN onto Business Name Contact Person Republic Tool & Manufacturing Corp. Guy Mailing Address 6212 Corte del Abeto Sue Address 2042 Corte del Nogal City Carlsbad City Carlsbad McRoskey State CA State CA Telephone 619/438-7835 Zip 92009 Zip 92009 Plan File* Plan File* PART 1 FIRE DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials If any of the items are circled applicant must contact the Fire Protection Agency with jurisdiction pnor to plan submittal 1 Explosive or Blasting Agents (J) Flammable Solids 7 Pyrophoncs 10 Cryogenics 13 Corrosives £j)Compressed Gases 5 Organic Peroxides 8 Unstable Reactives 11 Highly Toxic or Toxic Materials 14 Other Health Hazards 3 Flammable or Combustible Liquids 6 Oxidizers 9 Water Reactives 1 2 Radioactives PART II COUNTY OF SAN DIEGO HEALTH DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION CONTINGENCY PLAN REVIEW If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261 Telephone (619) 338-2222 prior to the issuance of a building permit FEES MAY BE REQUIRED (Company involved in metal working, but not at this site.) / (But not generated from this site.) Yes No / / 1 r?f~l f~~l Is your business listed on the reverse side of this form? / 2 ry~1 1 1 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3 ry~| | 1 Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? (But not at this Site.; 4 l~~l l~%1 Will your business use an existing or install an underground storage tank? 5 1 1 I~y1 Will your business store or handle Acutely Hazardous Materials? OFFICE [ ] RMPP Date Q RMPP Dater~\ RMPP Date USE ONLY Exempt Initials Required Initials Completed Initials PART III SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123 Telephone (619) 694-3307 prior to the issuance of a building permit YES NO 1 | - 1 rn Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? 2 | — | | — | (ANSWER ONLY IF QUESTION 1 IS YES ) Will the subject facility be located within 1 ,000 feet of the outer boundary of a school (K through 1 2) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190? Briefly describe Assembly operations Name of Owner or Authorized Agent Guy McRoskey (President) Signature of Owner or and correct r penalty of perjury that to the best of my knowledge and belief the responses made herein are true Date 4/1/93 Do not write belojwfnis line/'T_, FIRE DEPARTMENT OCCUPANCY CLASSIFICATION BY Date EXEMPT FROM PERMIT REQUIREMENTS COUNTY-HMMD APCD APPROVED FOR BUILDING PERMIT BUT NOT OCCUPANCY COUNTY-HMMD APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD Environmental Health Service! DHS HM-9171 (6/92) County of San Diego Department of Health Service* Hazardous Materials SAN DIEGO REGIONAL _ HAZARDOUS MATERIALS QUESTIONNAIRE Managerrient Division comrr »f iTiTrm BUST rrcs^ "N j ITW OWNER Mailing Address 17712 GOTHARD, Site Address 2042 CORTE DEL Contact Person KENNETH J. BOURGUIGNON City HUNTINGTON BEACH, City NOGAL, CARLSBAD, State CALIFORNIA State CALIFORNIA Telephone (714 847-1335 Zip 92647 Zip 92009 Plan File* Plan File* FART I FIRE DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business Will use, process, or store any of the following hazardous materials circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal If any of the items are 1 Explosive or Blasting Agents 4 Flammable Solids 7 Pyrophorics 10 Cryogenics 13 2 Compressed Gases 5 Organic Peroxides 8 Unstable Reactives 11 Highly Toxic or Toxic Materials 14 3 Flammable or Combustible Liquids 6 Oxidizers 9 Water Reactives 1 2 Radioactives PART II COUNTY OF SAN DIEGO HEALTH DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION CONTINGENCY PLAN REVIEW If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261 Telephone (619) 338-2222 pnor to the issuance of a building permit VJE WILL NOT BE OCCUPYING THE BUILDING. WE HAVE BEEN USHIG THE BUILDING FOR DRY PACKAGED I-ETAL SEED SPREADERS STORAGE A1Z) GOLF CLUB ASSET ELY. FEES MAY BE REQUIRED Yes No 1 | | |~~| Is your business listed on the reverse side of this form? 2 | | | | Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3 | | | | Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? 4 | | | "I Will your business use an existing or install an underground storage tank? 5 | — 1 | | Will your business store or handle Acutely Hazardous Materials? Corrosives Other Health Hazards OFFICE USE ONLY | | RMPP Exempt / Date Initials [~1 RMPP Required / Date Initials [ | RMPP Completed / Date Initials PART III SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123 Telephone (619) 694-3307 prior to the issuance of a building permit YES NO 1 |—| | | Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? 2 |—| |—| (ANSWER ONLY IF QUESTION 1 IS YES ) Will the subject facility be located within 1.000 feet of the outer boundary of a school (K through 1 2) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Pnvate School Directory, compiled in accordance with provisions of Education Code Section 33190? Briefly describe naturT^TtrTe intendeJTJusmes^ctivitv^™~"~'^^^"^™™™"~"~^^^™"^~" ===«:^«IM«M«- RENT TO REPUBLIC TOOL - WO WILL ALSO FILE THIS FORM. ' ACO^'OH^ -^ -^ $^^V-:CS-- Name of Owner or Authorized Agent KENNETH J. BOURGUIGNON Signature of Owrjer of Authorize6\Agejit l^jeclarejjnder penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct . , . _ . -. Date MARCH 8. 1993 Do not wntarbelow this line FIRE DEPARTMENT OCCUPANCY CLASSIFICATION BY Date EXEMPT FROM PERMIT REQUIREMENTS COUNTY-HMMD APCO APPROVED FOR BUILDING PERMIT BUT NOT OCCUPANCY COUNTY-HMMD APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD Environmental Health Service! DHS HM-9171 (6/92) County of Sao Diego Department of Health Service] -C*^.^c»•^^^k^3s^\s-r*-4r ^"r^^7^t*V/lc(5^tf£5 t£ORr%c)XX\^EHW^lj-> sgj Cg?-.- :,^ f -v™rvP-=r:1-rT T?vl •te*&3r£>i,;**- ;}> - --'• s^'Xsf rwsi-wws-1);' +7^3,•iJSr^a^.1 pi-j^^ ¥?! :- --^;F^,e^t^^tfc*^ CrrTTT'A^£^Tsrnj ^^a&iri^as lKr-tJ ^.v-^? •«*^N.'KV«v ^"'\^ Q^JN\>. c^"f ^T"CVJ»V~»v. ^ ' ' \V/> <!»C-N 5_-ia^ *-•^^r 1v^ <*^ *»>^r\ ^^> ^Q^ ^-^-^x *3s s?? -% . •s ^rr, - o3 Vjs.S<o•A<vC7VN^^0r ^ VN O ^p ^£. 5_ 4: ^j. ^^^ I—i—f- -t-—h vJ ^. en s 8 §—1 I:» 11113 9? > H ^ 'Sl CO *5 s f> r cl