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HomeMy WebLinkAbout2225 CAMINO VIDA ROBLE; ; CB901406; Permit/ ** BUILDINGPERMIT01/30/91 10:07 Page 1 of 1 Job Address: 2225 CAMINO VIDA ROBLE Str: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 213-050-24-00 Valuation: 179,826 Construction Type: VN Occupancy Group: B2 Class Code: Description: 8772 SF CONVERSION FOR US PO : POSTAL ANNEX WITH CARRIERS Permit No: CB901406 Project No: A9001569 Development No : F1: Ste: 0626 01/30/91 C001 01 0? C~FF;MT ""7540-00 Appl/Ownr : MONROE & ORSA ARCHITECTS 8033 LINDA VISTA RD SAN DIEGO, CA 92111 Status: ISSUED Applied: 09/05/90 Apr/Issue: 01/30/91 Validated By: CD 619-589-7575 OWNER ** A : BRADCO Fees Required Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee Enter 'Y' to Autoc F.M.F./G.M.F. and * BUILDING TOTAL Enter "Y" for Plumb^ Each Plumbing Fixtur Each Building Sewer Each Water Heater and/ * PLUMBING TOTAL Enter "Y" for Electric Iss Three Phase Per AMP * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee Install Furn/Ducts Each Install/Reloc Appliance Vent * MECHANICAL TOTAL OWNER ected & Credits ** * .00 598.00 7,540.00 Ext fee Data 2.00 2.00 50 50 9.00 4.50 920.00 598.00 27. 00 6294.00 Y ZN 5 7839.00 7.50 Y 35 . 00 6.50 2.50 52. 00 5.00 Y 200.00 205.00 15.00 Y 18.00 9.00 42.00 INSP. CLEAR FIN . APPROVA OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Us Pal mas Dr., Carlsbad, CA 92009 (ei9) 43B-U61 1. PERMIT TYPE , I A - HI COMMERCIAL D«EW H'TENANT IMPROVEMENT B - D INDUSTRIAL QNEW DTEHAMT IMPROVEMENT c - PRESIDENTIAL D*P«TMENT QCONDO DSINGLE FAMILY DWELLING [^ADDITION/ALTERATION DDUPLEX DEMOLITION DISLOCATION DNOBILE HOME DELECTRICAL DHECHANICAL QPOOL DSPA DETAINING WALL D^OLAR DITHER. 2. PROJECT INFORMATION PLAN CHECK No. EST. VAL F*LAN CK DEPOSIT, VALID. BY DATE 7849 09/05/90 0001 01 02 C-PftHT 598-00 FOR OFFICE USE ONLY QAMlWO NACA POBL6Nearest Cross Streets RM-OMAP- Building or "Suite No. D-LEGAL DESCRIPTION . 5-A OP- ivision Name/Ninber &MAP Kit) * MS> CHECKBELOU IF SUBMITT JSfz Energy Calcs D2 Structural CaLcs_D2 Soils Report Dl Addressed Envelope ASSESSOR'S PARCEL C>5 O "EXISTING USE |sjCfj£,PROPOSED USE sp/sc^ pop- use- p-Y U.5- p<^T/^Sef^AJ£6cAf*-P^e^:a- BLDG. SO. FTC.* OF STORIES 3. CONTACT PERSON nnnr -& 8>7"7 ***4. APPLICANT DCONTRACTOHNAME MOWpeG- * OI^SA Ap-c-Mvrecrs FOR CONTRACTOR ADDRESS ZIP CXE AGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER NAME CITY OWNER ADDRESS STATE CA ZIP COPE QLESSEE DTENANTsj. DAY TELEPHONE 6. CONTRACTOR NAME it . CITY ADDRESS ZIP CODE DAY TELEPHONE STATE L1C.LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE DATE DESIGNER NAME 7. WORKERS' COMPENSATION \ASTA DAY TELEPHONE ^8^- Q) &*7"7 JTATE LIC. f C -&7I7 Workers' Compensation Declaration: 1 hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an »<*nitted 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 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8, OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law tor 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 DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the PresleyTanner Hazardous Substance Account Act? DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES D NO Is the facility to be constructed within 1,000 fe«t of the outer boundary of a school site? DYES QNO IF ANY OF THE ANSWERS ABE VES, A FINAL CERTIFICATE OF OCCUPANCY MAY MOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APFUCAMT HAS MET Ot IS MEETING THE BEQUItEMEMTS OF THE OFFICE OF EMERGENCY SERVICES AH) THE AIB POLLUTIOH CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued {See 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE , ,I certify that 1 have reaeT the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITT OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 180 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). OWNER Q CONTRACTOR QBY PHONE WHITE: File YELLOW: Applicant PINK: Finance DEPT: BUILDING ENGINEERI/NG FINAL BUILDING INSPECTION NINGFIRE PLAN CHECK*: CB9014CL6 PERMIT*: CB901406 PROJECT NAME: 8772 SF CONVERSION FOR US PO POSTAL ANNEX WITH CARRIERS ADDRESS:CftNTNO VTOft CONTACT PERSON/PHONE#: MH SEWER DIST: CA WATER DIST:CA RECEIVED U/M WATER DATE: 04/17/91 PERMIT TYPE: CTI INSPECT BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: UNSCHEDULED INSPECTION DATE 7 "**' " INSPECTOR PERMIT # / (/~/Tfb PLANCK # JOB ADDRESS cib^'S L^h^tf^^ t/f^& /^^/fe, (2 TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT COMMENTS eg? PERMIT* CB901406 DESCRIPTION: 8772 CITY OF CARLSBAD INSPECTION REQUEST FOR 04/25/91 SF CONVERSION FOR US PO POSTAL ANNEX WITH CARRIERS TYPE: CTI JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 2225 CAMINO VIDA ROBLE MONROE & ORSA ARCHITECTS BRADCO INTERNATIONAL REMARKS: MH/DAN/438-7377 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANCK# CB901406 OCC GRP "— CONSTR. TYPE NEW STR: FL: STK 619-589-757^ INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 041691 Rough Combo AP PK 030591 Footing AP MFC 022591 Interior Lath/Drywall AP MFC 022091 Ftg/Foundation/Piers AP MFC 022091 Frame/Steel/Bolting/Welding AP MFC 021591 Frame/Steel/Bolting/Welding AP MFC 021591 Rough/Topout AP MFC 021591 Rough Electric PA MFC COMMENTS CEILING TRASH ENCL WALLS LIFT PIT & TRASH ENCL WALL REST OF DEMISING WALL XPT @ TEMP WALL OPNG RM 101 WASTE & VENTS & H20 LINES SEE COMMENTS 2/15/91 CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING a FOUNDATION a REINFORCING STEEL a MASONRY a GROUT-GUNITE a FLOOR AND CEILING FRAME D SHEATHING a FRAME D EXTERIOR LATH D INSULATION a INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO. Q TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D G.F.I. a SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER 3. is Tit' a (* "7t Up- U&4- £ TIME: DATE: INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE - 438-3550 Note: Final Inspection Required PERMIT* CB901406 DESCRIPTION: 8772 CITY OF CARLSBAD INSPECTION REQUEST FOR 04/16/91 SF CONVERSION FOR US PO POSTAL ANNEX WITH CARRIERS TYPE: CTI JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 2225 CAMINO VIDA ROBLE MONROE & ORSA ARCHITECTS BRADCO INTERNATIONAL REMARKS: MH/DAN/438-7377 SPECIAL INSTRUCT: . PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANCK# CB901406 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619-589-7575 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 14 24 34 44 ACT COMMENTS ST Frame/Steel/Bolting/Welding PL Rough/Topout EL Rough Electric ME Rough/Ducts/Dampers ***** INSPECTION HISTORY ***** DATE DESCRIPTION 030591 Footing 022591 Interior Lath/Drywall 022091 Ftg/Foundation/Piers 022091 Frame/Steel/Bolting/Welding 021591 Rough/Topout 021591 Rough Electric 021591 Frame/Steel/Bolting/Welding ACT INSP COMMENTS AP MPC TRASH ENCL WALLS AP MPC AP MPC LIFT PIT & TRASH ENCL WALL AP MPC REST OF DEMISING WALL AP MPC WASTE & VENTS & H20 LINES PA MPC SEE COMMENTS 2/15/91 AP MPC XPT @ TEMP WALL OPNG RM 101 CZSteT* CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING a FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO. D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE a ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING a ELECTRIC SERVICE D UFER GROUND D G.F.i, D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO Q SIGN D OTHER il.06.105 11.06.105 Agreement for uncontrolled stockpile. Applications for grading permits involving uncontrolled stockpiles shall be accompanied by an agreement signed by the property owner. The agreement shall be prepared by the city engineer and shall contain the following provisions and such other provisions as may in the opinion of the city engineer afford protection to the prop- erty owner and the city: (a) The grading or stockpiling shall be desig- nated as uncontrolled stockpiling and shall be constructed in accordance with plans approved by the city engineer. (b) The owner acknowledges that as an uncontrolled stockpile the site is not eligible for a building permit unless special soils analysis and foundation design are submitted. (c) The grading shall be done and maintained in a safe and sanitary manner at the sole cost, risk and responsibility of the owner and his suc- cessors in interest, who shall hold the city harmless with respect thereto. The agreement for uncontrolled stockpiling shall be approved by the city council and recorded by the city clerk in the office of the county recorder as an obligation upon the land involved. The notice shall remain in effect until release of the agreement is filed by the city engineer. (Ord. 8095 § 3, 1981) 11.06.110 Slope location and setbacks. (a) Cut and fill slopes shall be set back from site boundaries and buildings shall be set back from cut or fill slopes in accordance with Figure No, 70-A and as hereinafter provided. Setback dimensions identified as a and c in Figure 70-A shall be horizontal distances measured perpen- dicular to the site boundary. Setbacks b, d and e shall be horizontal distances measured perpen- dicular to the indicated contour of the slope face. (b) The setback and other restrictions imposed by this section may be increased where unusual soil or geologic conditions make such increase necessary for safety or stability or may be modified upon investigation and recommen- dation by a soil engineer or geologist where such modification will provide equivalent safety, sta- bility and protection, and the city engineer so finds. (c) Where a fill slope is to be placed near the site boundary and the adjacent off-site property is developed, special precautions shall be incor- porated in the work as the city engineer deems necessary to protect the adjoining property from damage as a result of such grading. These precau- tions may include, but are not limited to: (1) Additional setbacks; (2) Provision for retaining or slough walls; (3) Mechanical or chemical treatment of the fillslope surface to minimize erosion; (4) Provisions for the control of surface waters. (Ord. 8086 § 1 (part), 1980) 11.06.120 Drainage. (a) General. The drainage structures and devices required by this code shall be designed in accordance with recognized principles of hydraulics. (b) Disposal. All drainage facilities shall be designed to carry surface waters to the nearest practical street, storm drain, or natural water- course approved by the city engineer as a safe place to deposit such waters. If the drainage device discharges onto natural ground, rip-rap or a similar energy dissipator may be required. (c) Site Drainage. Graded building sites (building pads) shall have a minimum slope of one percent towards a public street or drainage structure approved to receive stormwaters. A lesser slope may be approved by the city engineer for sites graded in relatively flat terrain, or where special drainage provisions are made, when he finds such modification will not result in unfavorable drainage conditions. (d) Drainage Terraces. Drainage terraces shall have a longitudinal grade of not less than two percent nor more than twelve percent and a min- imum depth of one foot at the flow line. There 320 11,06.120 !-u/ CUT _o _2'__ H/!5"M/5 "H/P? 3 •.'•' .". J 4.-J- H/O" l'.,~JC75J':"''J ' fr-'/S '-'iV. -*"H/P'O*'** S= * 4' MHJ.TI'J.vt, W V! '.'<,;.'L'.1/ T ;*/a ">.:v\- shall be no reduction in grade along the direction of flow unless the velocity of flow is such that slope debris will remain in suspension on the reduced grade. Such terraces shall be paved with concrete not less than three inches thick rein- forced with 6"X 67# 10 X # 10 welded wire fabric or equivalent reinforcing. Drainage terraces exceeding eight feet in width need only be so paved for a width of eight feet, provided such pavement provides a paved channel at least one foot in depth. Downdrains or drainage outlets shall be provided at approximately three-hun- dred-foot intervals along the drainage terrace or at equivalent locations. Downdrains and drainage outlets shall be of approved materials and of adequate capacity to convey the inter- cepted waters to the point of disposal. (e) Overflow Protection. Benns, swales or other devices shah1 be provided at the top of cut or fill slopes to prevent surface waters from over- flowing onto and damaging the face of the slope. Special drainage provisions shall be made where a building or structure exists within five feet of the top of a slope. (Ord. 8086 § 1 (part), 1980) 11.06.130 Planting of slopes. (a) Planting. The surface of all cut slopes more than five feet in height and fill slopes more than three feet in height shall be protected against damage by erosion by planting with grass or ground cover plants. Slopes exceeding fifteen feet in vertical height shall also be planted with shrubs, spaced at not to exceed ten feet on cen- ters; or trees, spaced at not to exceed twenty feet on centers; or a combination of shrubs and trees 321 PERMIT# CB901406 DESCRIPTION: 8772 CITY OF CARLSBAD INSPECTION REQUEST FOR 03/05/91 SF CONVERSION FOR US PO POSTAL ANNEX WITH CARRIERS TYPE: CTI JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 2225 CAMINO VIDA ROBLE MONROE & ORSA ARCHITECTS BRADCO INTERNATIONAL PHONE PHONE: PHONE: CONSTR. STR: FL: 619-589-7575 INSPECTOR AREA MC PLANCKtf CB901406 OCC GRP TYPE NEW STE: REMARKS: MH/VAN/438-7377 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 61 MA Footing INSPECTOR ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 022591 Interior Lath/Drywall 022091 Ftg/Foundation/Piers 022091 Frame/Steel/Bolting/Welding 021591 Rough/Topout 021591 Rough Electric ACT INSP AP MPC AP MPC MPC MPC MPC AP AP PA COMMENTS LIFT PIT & TRASH ENCL WALL REST OF DEMISING WALL WASTE & VENTS & H20 LINES SEE COMMENTS 2/15/91 PERMIT* CB901406 DESCRIPTION: 8772 CITY OF CARLSBAD INSPECTION REQUEST FOR 02/15/91 SF CONVERSION FOR US PO POSTAL ANNEX WITH CARRIERS TYPE: CTI JOB ADDRESS APPLICANT: CONTRACTOR : OWNER: 2225 CAMINO VIDA ROBLE MONROE & ORSA ARCHITECTS BRADCO INTERNATIONAL PHONE: PHONE : PHONE: INSPECTOR AREA MC PLANCKtf CB901406 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619-589-7575 REMARKS: MH/438-7377 SPECIAL INSTRUCT: TOTAL TIME: INSPECTOR CD LVL DESCRIPTION 14 ST Frame/Steel/Bolting/Welding 24 PL Rough/Topout 34 EL Rough Electric ACT COMMENTS DATE DESCRIPTION ***** INSPECTION HISTORY ***** ACT INSP COMMENTS ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE:10 I I o CARLS BAPJURISDICTION: PLAN CHECK NO: CS fffl — l4-ob SET; lUC PROJECT ADDRESS: Z22£~ CVNH/fsiO PROJECT NAME: LA . C0£T*A C^gR Ig/g N CHECKER [jFILE COPY [JUPS PDESIGNER 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 ^ptQisJ checked by building department staff. are resolved and 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 J The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. i—: The applicant's copy of the check list is enclosed for the •—' jurisdiction to return to the applicant contact person. I] The applicant's copy of the check list has been sent to: <Po33>1 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise apoi^ant._th been completed. Person contacted: the plan check has ESGIL CORPORATION (/ DGA DAA DRN QDM DATE: JURISDICTION: PLAN CHECK NO: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 i I I T / 70 CARLSBAD PROJECT ADDRESS: PROJECT NAME: I//DA APPJ.TCANT £& 90 - /4-O 6 SET: -T fLAN CHECKERQFILE COPY QUPS (JDESIGNER 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 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: VISTA 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: REMARKS : Telephone f By: D G A Enclosures ESGIL CORPORATION 3 AA D VW S3 DM FLAK CHECK HO.C FLAM CORRECTION SHEET TENANT IMPROVEMENT Date plans received by jurisdiction: JURISDICTION: CARLSBAD TO: Ll Nl DA D OCCUPANCY: PROJECT DATA ~ 2- BUILDING USE:OFF' Or TYPE OF CONSTMX-TIOH: _ l/~ NJ ACTUAL AREA: _ hi- ^ 7 7 -2. f -4trfa / / ALLOWABLE AREA: _ 2 STORIES: _ / ______ ? BEIGBT: SPRINKLERS OCCUPANT LOAD: REMARKS: Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: PenulS ^OJgwwA Tel . ^69- 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 1988 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), 1988 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 for a copyV where each correction item^has been addressed j 1. e.. plan sheet. spec if ication. etc. Be sure to enclose the marked UP list when you submit the revised plans. NOTE: PAGE NDHBERS ARE NOT IN SEQUENCE AS PAGES BAVINS NO ITEMS NEEDING CORRECTIONS WERE DELETED. LIST NO. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1*68. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, 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 previous 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 30* 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, f ire 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. 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. © /• f 10. / On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. 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 and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 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 *0*. 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 use11 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. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 2* and 1988 UBC, UMC and UPC and 1987 NEC. 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(d). Indicate the use of all spaces adjacent to the area being remodeled or inrproved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, 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 proposed openings in existing or new fire walls. U/29/89 f Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved!1. Method of attaching top and bottom plates to structure. (NOTE: Top of partition mist be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing, material and details of attachment (size and spacing of fasteners). 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 51Q(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "Class _flame spread rating (minimum) for ." Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each vail. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18, 7.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). 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. 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. 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 women. 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. In areas where the occupant load exceeds two exits are required. See . Table 33-A. 2/15/90 31. / 46. 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). 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 have one exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required for exits serving an occupant load exceeding 49. 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). Show 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 above, 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 swing of 90 degrees. Maximum leaf_width_is 4 feet. Section 3304(f). door <TsD 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 3303(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). Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. 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 330A(b). 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 wide and 7 feet high to the lowest projection. Corridors serving less than 10 occupants must 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 except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. c. Exterior sides balconies. of exterior exit Corridor walls and ceilings need not be of fire-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 within the corridor in with their listing. Section installed accordance 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.)* 2/14/90 T 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 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. EMT, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. Provide multiple Title 24, 2-5319. switch lighting controls per Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 54. MECHANICAL See 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 equipment. and working clearances to HVAC Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). FLDMBIHG Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. 88. Provide drain, waste and vent plans. 89. Provide water line sizing calculations. UPC Section 1009. 90. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). 91. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). 92. 93. Show 1/4" per 12" slope on drain lines. UPC Section 407. and waste Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. ENERGY crH-A.c/1-f J 94. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. 95. 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 SUPPLEMEFfT 96. Floor drains must have auto-prime (City / Policy). 9ff. 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). Condensate drains must connect to a wet trap (dry traps are not permitted). (Memo 1/14/83). 100. Show fans are duct type; City Policy does not ' permit ductless fans. lOl) Romex is not permitted in industrial or ^-^ commercial buildings. (City Policy) 102. 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) All panel boards shall have a minimum 100 amp rating or approved by the Building Official. 4/6/90 The minimum rating of 100 amperes. a service disconnect is 109. The minimum size conductor to receptacles and lighting fixtures in commercial and industrial buildings shall be #12 Cu. (106J AC(BX) cable is not allowed in group A, B, E, H and I occupancies, (see Ord. for exception) MISCELLANEOUS please see additional corrections or remarks that follow. OS.lTo 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. 09>( 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. Yes No NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. S-l. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. S-2. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). S-3. Where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shal1 be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). S-4. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-5. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). S-6. Section 1807 should be reviewed for all high- rise buildings. S-7. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. S-8. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact PAV/I.P YAo at Esgil Corporation Thank you. Enclosures: 1.. 2. 2/28/90 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction <2AQL$> BAP ' Plan Check No. 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 ia Section 2-422. HANDICAPPED PARKING SPACES ..handicapped spaces,Provide 2-7102(b) 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) 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. Entrance to and vertical clearance within accessible level of parking structure 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) e. Surface, is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) WALKS 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" minimum, 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) 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 50 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 bottom 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" minimum. i. When ' door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j. Top landing shall have 60" nin. width when door swings onto the landing, with 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 ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 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) . The lift platform shall be of sufficient siza to accommodate a wheelchair (30"x48"). 2-5107(a) There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) 6. HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. c. b. Headroom of 80" minimum shall be maintained for walks, 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 maximim of 12". 2-522(f) e. Abrupt 'changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ENTRANCES AND CrRCULATIOH ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a7. ' All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) ©Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 1, if more than 1/4". 3304(i.l) ^J Exterior level landing may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 {f.yDoor 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- 3304(i.2) g. 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) QO 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) ji. At turnstile, provide an access gate, 32"1 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) / . Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) (cj Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.l(a) '. Water closet compartment door "to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.l(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 48". 2-511.l{a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) 14.1 GRAB BARS AT WATER CLOSET 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) Bars shall be 1-1/4" to 1-1/2" in 164 URINALS diameter with 2-511.l(a) 1-1/2" clearance to wall. Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. . • 2-511.l(a) WATER CLOSET 4. Height of water closet seat shall be 17" f to 19" above floor. 5-1502 fo.) Controls shall be operable with one ^-^ hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 •—>.cl Controls for the flush valves shall be •—• mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 di The force required to activate controls shall be no greater than 5 pounds force. 5-1502 a.)Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) )lhe force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) LAVATORIES /. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) )Provide clear space 29" high by 30" wide by 8" deep at top and 9" t beneath lavatories 8" deep s 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) Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) j/Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) | If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) TOILET ROOM ACCESSORIES Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) C. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.1(b) /c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) '19.1 SANITARY 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) BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 42" wide, i»8" deep, with a 36" wide 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 shower hose, etc. 24A PLUMBING REQUIREMENTS Where kitchenettes employee break rooms customer lounges , controls at kitchen are provided at conference areas, etc . , the faucet sinks shall be GENERAL KBQUJLK»iEK£S DRINKING FOUNTAIN a. Drinking fountains shall be within 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 water fountain may 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 water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water 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 wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. . PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.1(4) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(4). 23.) ELECTRICAL REQUIREMENTS aj 15, 20 and 30 amp receptacle outlets ^-/ shall be installed not less than 12" above floor. 3-210-50(e) Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) operable with one hand and shall not require tight grasping, pinching or twisting 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 GROOP A OCCUPAHCY KEQuTREHEKIS AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. 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(b) c. Each wheelchair 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 24". 2-611(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) 6. 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) 4. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must 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) n. AA D gQlLT)iLW=f Lul«r ( AMO l^ -1&WITH jf AT Trig I-S -Td 7.- Of LEi^ TtiAlJ l.ta VJATT PER fODT THE. ALL ^ ou Piflfo6 . 14 \ H-Vftg,AT PA-^T-2.•*> feg ^nrviPiX Z4^ 6\feK)ED flfi. ^P- 1 ALL AT 4 oF AU AMQ z DO L?-IA Oft. AMQ z C.ftP/fcm£5 AMD AuoJoG.LOAD L.P.D CAU^O \_AT\6M6 2L jL AT PflMLrr A.LL A-T AMD 4UotOQ AT PLAM6 PptsfT <g>4oiOAj 10 T-TO- ^£_PL AtvW f A^f OP T^g Kt/iU IM oft- A A AMD AW- JL OVHd A-PPga/feD gez-fefr^Tog. "foR AiR C&MOrTiaMlM£t <laMOfcA>tPfT£ -THAT Pi^Hv^^HitJC. AeVO C\)L\tJp.i'-i 5uo^ Aftt irvJOifeL-rkD To DiL_ _!/. AisJO AT JSL £££. TO gMoyj'yOBi.^." <l^-TU£.£. UMlT fee -3- frre£A- OP ^/r.e\/e>riDM Ate UlTH &55 TO TO 7 ft>\Mirfti)ry\AMD SArs)ITA£V 06C. AA £>r <Ut)vJ PftT/rfejE-6. Lp££.\I>OfL E6 C '6 TMftT \jjrTH U5EP SHQ'ui ITS fto>/n?|Ufe moA-^ TffttM fexTQ2.>oR. 14. COCTT C^: wi-TH fotiJT 74* ffefc ferr tl UOOQ >JCT- fee. CL£flAtoor ^ K AT A-r "T^fe H A^/o lo^a" 5efftg^T\^NJ AoO Pftrft ELfcCTfcte/tt,AMD IP L ;v* v f 'JL Uirtri Of I ELECTRICAL FLAN CORRECTION SHEET " ' \4- -So PAGE! /I-T1IRTSPTCTIOK: I ^^VCJ-J^&fJAJ) DATS: QVOTUDS WAGGONER PLAN CHECK NUHBER; '^ "~ IAOG? PLAN CHECKER: Q RAI REAL fi^DARRELL HORRISON SET g:L.lg. U ~rr> r^K\Tt^Ab'^"r gA^-M OTHg.g^. — HOW CAsJ TO && PUMP HP Date i Prepared byi YAO Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE CS Bldg, Dept, Esgil G*MIHQ l/i'da PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT CU^,*-. 4racli*ios. PHONE _ BUILDING OCCUPANCY 8 "^ _ DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION T Z.- Air Conditioning Commercial Residential Res. or Comm. Fire S-orinklers Total Value BUILDING AREA <P77-i • VALUATION MULTIPLIER "to.Jf) @ § € ' ' VALUE /-?# ?r-i/^^ • ^ /7fff^^~ • p^ ^fr^it awi;rrcfi. Building Permit Fee $ Plan Check Fee $ C 0 H HE NTS: SHEET OF / 12/87 v, ^ BUILDING PLANCHECK \N tx ENGINEERING CHECKLIST DATE:_y/£//I^ ^ ITEM COMPLETE PLANCHECK NO. WWOto \^y ITEM INCOMPLETE - NEEDS YOUR ACTION ITEM SELECTED 1s T C H E C K 2 N D C H E C /K 3 R D C H E C K ZZ2S (^Qrt/Ajo V/0& /^-OfS^£ PROJECT ID: /^A/fi/^T ^-f^P^^^/^^7 LEGAL REQUIREMENTS Site Plan '—' '—' 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance v 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements X 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V' * 11* plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date:.By:. Improvement Requirements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. .12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date:.By:. FRM0010.DH 08/29/89 .13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By: " Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut,fill, import, export). A 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits A. 16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the fol1 owlng: X 18. Sewer Permit is not required. .19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. .20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 .21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required .22. Park-in-Lieu Fee Quadrant: — Fee per Unit: Total Fee: .23. Traffic Impact Fee Fee Per Unit: ' Total Fee: .24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: .25. Public Facilities Fee required. /yfe 26. Facilities Management Fee Zone: ^fT" Fee: 27. Sewer Fees. Permit No. EDU's, Fee: -no 28. Sewer Lateral required: X REMARKS: -^— ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY; S.QTVlPhR I Date: 25 CT FRM0010.DH 08/29/89 Plan Check No, Planner PLANNING CHECKLIST Address phone 438-1161 (Name) Type of Project and Use Zone r^)y\ Facilities Management Zone Legend D D Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D Environmental Review Required: YES NO DATE OF COMPLETION: TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval __ D D Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. PROJECT NO. DATE: OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D D Coastal: YES NO DATE OF APPROVAL: EJD Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: ID 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. D D D 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. ODD nan a/an ana nan ana ^l/ajBci 3. Provide legal description of property. 4. Provide assessor's parcel number. Zoning: 1. Setbacks: Front: Required v Int. Side: Required Street Side: Required Rear: Required 2. Lot coverage: Required 3. Height: Required 4. Parking: Spaces Required Guest Spaces Required Additional comments and remarks have been made on the plans may be picked up at the Building Department. These ma with the revised plans for this project. Have plans been marked up? YES NO Additional Comments /#%A> /3^/T^ //?^ *^^^^ /f4OK TO ISSUE ^/^C^^^^ ^ f / n ~) /nn DATE Shown Shown Shown Shown Shown Shown Shown Shown building plans. These marked-up irked-up plans must be resubmitted r^ /' / •#*<&- l&)<C/<2$ fofafeo c: Data Entry PLNCK.FRM United States Postal Service SUPPORT SERVICES 3980 SHERMAN STREEET #200 P.O. BOX 85555 SAN DIEGO, CA 92186-5204 October 18, 1990 Mike Grim City of Carlsbad Planning Dept 2225 Camlno Vlda Roble Carlsbad, Ca 92009-1502 Re: Carlsbad Post Office Plan #90-1406 Dear Mr. Grim, At the La Costa Carrier Annex we will have 30 postal vehicles for the carriers on the site as well as approximately 35 employee vehicles. The above information was requested by you as a requirement of the permit process. If you have any further requests, please do not hesitate to call. Sincerely, Beth Breuer Architect cc: Tom Dougan, USPS Gary Orsa, Munroe & Orsa Cliff Gassett, USPS COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW (CHECK ONE) REVISED BUILDING P.C. NQ APPLICATION NO.:734 BY: INDUSTRIAL CLASS: DATE: *7-^ Signature <ef City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT O A. GENERAL: APPL ICANT: Q.S- SITE ADDRESS: TYPE OF BUSINESS: APPLICANT'S ADDRESS;SCFPOP-T SHetMvlAtJ ^T. f SAN CA i- 0. B. WASTES AND PROCESSING: (Check where applicable) I5 Domestic Waste Only Q| Industrial Waste |~| Industrial Waste NOT Discharged to Sewer "~ Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): _ _ _ _ GENERAL DESCRIPTION OF PROCESS (If Applicable): C. WASTES TO-6E DISCHARGED TO SEWER; WASTE: TREATED; - ^ (Check One) UNTREATED!7/ QUANTITY: AVERAGE (Daily) MAXIMUM GPD GPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: TITLE: (Print) SIGNATURE:DATE:-S - 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619)1931-2121 Citp of F/ftE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF APPROVED DISAPPROVED PLAN CHECK# 'JO *}<lr PROJECT OCCUPANCY CONST.\/ OB^PRINKLERED @-TlNANTIMP. ADDRESS ADDRESS ADDRESS TOTAL SQ.FT. 't ' l?L- PHONE 1CV*T?<.S7- St"' PHONE STORIES 1. 2. 3. ^4. 5. 8. 7. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TQ THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the Installation of all fire protection system^g£hnkje^, stand pipes, dry chemical, halon, COa, alarms, hydrants). Plan must be approved by the fire department prior to Installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: 0-Automatic fire sprinklers (Design Criteria: /*£>. D Dry Chemical, Halon, COi (Location: D Stand Pipes (Type: /)fV/? I D Fire Alarm (Type/Location: FireExtinguisher Requirements: . IB-One 2A rated ABC extinguisher for each^U1 extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of sq. ft. or portion thereof with a travel distance to the nearest to be located: Other: 8. Additional fire hydrant(s) shall be provided EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit attd- d«oTT 11. EXIT signs (6" x 3A" letters) shall be placed over all required exirts and directional signs located as necessary to clearly Indicate the location of exit doors. GENERAL 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. 13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. O ' .15. Comply with regulations on attached sheet(s). Plan Examiner ( _ A, ./&-- ' Report mailed to architect Met with Date. \.Attach to Plans s &Q B t w j-o te-y ADO, - ^ j - -2.55 *l*2-4 H T-<=> II, 12 V35.7 ^ 76.52 (P-s JOB NO.DESIGNED BY I CHECKED BY ORMONDE INC. S615 Ktamy Vill. Ho«d. Suiu 201, San Diego, California 92123 (619) 560-1141 FAX (619) 560-8157 sB &0 £ A^5 - SK5NATURE JO6NO.DESIGNED BY CHECKED 8Y DATE SHEET NO. SAFINO. BLTCHER & ORMONDE, INC 3615 Ke*my Villa Ro»d, Suit* 201, S»n Diego, California 92123 (619) 560-1141 FAX (619) 560-8157 CONSULTING MECHANICAL ENGINEERS TITLE 24 REPORT FOR: LA COSTA CARRIER ANNEX COMPLIANCE METHOD: COMPUTER PERFORMANCE Comply 24 v3.01 BUILDING DEPARTMENT: CITY OF DAN DIEOO PROJECT DESIGNER: MUNROE & ORSA ARCHITECTS, INC 8033 Linda Vista Raod San Diego, CA 92111 (619) 297-0131 REPORT PREPARED BY: SCOTT R. GALKA Energy Analyst Sevier Engineering, Inc. DATB : 7-31-90 RBF.t: 2642 8989 RIO SAN DIEGO DR., SUITE 240 • SAN DIEGO, CA 92108 • (619) 299-2161 • FAX (619) 299-5415v<7 A Certificate Of Compliance (Part 1 ot2) Performance Requirements CF-1 B ProjectTitJe , Mt9iJPo£> *. OP£bA Project Architect/Engtneer Project Location CAF-L-£15Afc , CA . City/Town x CrlLki/feS^L- Documentation Author/Firm Date ol Certificate Building Permit Number Plan Checked By Field Checked By Telephone Approved By Date Date Date Principal Designer. The proposed building will be in substantial compliance with the California Building Energy Efficiency Standards provided it is built according to the plans and specifications and provided ruture improvements are completed according to the requirements indicated on this Certificate of Compliance. The plans and specifications have been prepared to include all significant energy conservation features required for compliance with the Standards. Building areas that are unconditioned and/or not subject to the standards are indicated on the plans. Plans dated Specs dated Signature Date Name/Title Company Address City/StateTZip Telephone Cal.TJcense No. Owner. The energy conservation features and performance specifications indicated on this document and on the plans and specifications shall apply to future alterations, unless compliance is demonstrated anew and a new Certificate of Compliance is submitted. A copy of this Certificate will be retained and transmitted to future tenants, subsequent owners or others with responsibility for making improvements or modifications to the building. If this certificate is lost, a new Certificate may be required before a permit is issued for alterations. Unconditioned areas are indicated on the plans and, if these areas are conditioned in the future, they must be made to comply with the applicable energy standards then in effect. Signature Date Name/Title Company Address City/State/ZTp Enforcement Agency. The proposed building, and future alterations will comply with the California Building Energy Efficiency Standards, provided future alterations meet the requirements indicated on this Certificate and all applicable mandatory measures, as long as the building occupancy type remains unchanged. Signature Date Name/Tine Agency Address City/State/Zip Energy Analyst. The energy performance analysis summarized below was performed using an approved CEC calculation method, with CEC approved fixed and restricted engineering inputs for the applicable climate zone and occupancy type, and using an appropriate representation of building zoning an:l physical configuration. All significant energy conservation features are listed below, or on an attached supplement. Signature Date Name/Tine Company Address City/State/Zip Telephone General Reference 1 Unconditioned or Multi-tenant shell? 2 CEC Occupancy Type .... 3 UBCOcc. Group/Division . . . 4 Climate Zone 5 Conditioned Floor Area . . . . 6 Unconditioned Floor Area . . . 7 Budget Table (fr. Standards) . 8 All. Energy Budget (WS-1AJ . . 9 Calc.Method CEC Code/Date 10 Multiplier 11 Calculated Energy Use . . . Envelope Requirements 12 Average Roof/Ceiling RI . . . 13 Average Exterior Floor RI . . . 14 Average Opaque Wall RI . . . 15 Glazing Area in Wall 16 Average SC (Wall glazing) . . 17 Glazing Area in Roof 18 Average SC (Roof glazing) . . Lighting Requirements 19 Allowed Whole Building LPD . 20 Allowed Common Areas LPD . 21 Allowed Tenant Space LPD . . 22 Package Lighting Reduction . 23 Lighting Controls Required? . . Mechanical Requirements 24 System Type , . 25 Unit Fan Power 26 Rated Cooling Efficiency . . . 27 Rated Cooling Capacity . . . 28 Rated Heating Efficiency . . . 29 Rated Heating Capacity . . 30 Economizer cooling? . . . 31 CF-1X Attached? kBtu/sf-yr kBtu/sf-yr h-F-sf/Btu h-F-sf/Btu h-F-sf/Btu sf sf watts/sf watts/sf watts/sf watts/sf <Y/N) wans/cfm (units] (units] (units] (units] (Y/N) (Y/N) EEM Form Revised September 1988