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Home My WebLink About1450 ALGA RD; ; CB901865; Permitn 0. ~ L BUILDING PERMIT Permit No: CB9l)l865 05/13/91 09: 31 project^ No: AY002132 Page 1 of 1 Development. No: Job Address: 1450 ALGA RU Str: F1: Ste: Description: TEMPORARY INFO CENTER, AVIARA Applied: 11/2tC/YO Apr/Issue: 05/'13/Y1 3460 SF Validated By: CD Appl/Ownr: AVIARA RESORT ASSOCIATES 21111 PALOMAR AIRPORT RD #206 619 931-111rl.l OWNER : AVIARA RESORT 2 I) 11 PALOM x** Fees Required Fees : Adjustment.s: Total Fees: _""_""""""" Fee description """"""""" Buildiny Permit Plan Check Strong Motion Fee Enter Number of ED MFF k BIJILDING TOTAL Enter "Y" for Plumbin Each Plumbin Each Buildin Each Wat.er Heater anrVor V Gas Piping Sy-t x PLUMBING TOTAL .em Enter "Y" for Electric Issue Fee > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > 7.00 9.00 * MECHANICAL TOTAL Three Phase Per AMP > 400. 00 .50 931 1190 Credits * _""""""" .00 351. 00 Ext fee D3 3,809.i)O 972.00 632.110 29.00 2200.00 3833.00 7. SO Y 22.50 5.50 2.50 5 . 1J I) 44. (JO _""""""" 5 , 0CI Y 200. (I0 205.00 15.(10 Y 63.00 ** " ta " CIW OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (6191 138-1161 1. PERMIT TYPE - A - m,CCUMERClAt ENEW UTENANT IMPROVEMENT B INDUSTRIAL 'OWEU OTENANT IMPROVEMENT C - ORESlDENllAt OAPARTMENT OCONDO OSINGLE FAMILY DUELLING mADDlTlON/ALTER&Tim ODUPLEX DEMOLITION ORELoCArlDN OMMILE HDlE OElEClRlCU ~PLUMBIVG 7k: &I- I I OMECHAHICIIL OPWL USPA ORElAlNlNG YALL OSoLAR OOlHEk - 2. PROJECT INFORMATION PLAN CHECK No. 63 FOR OFFICF USF ON1 Y /+So Bullding or Suite No. - LEGAL DESCRIPTIO* *earert ClOJJ sfreefs OF THE OFFICE OF EMERbEMCl SERVICES AYO TIE AIR POLLUllCU m*TW DISTRICT. 9. CONSTRUCTION LENDING AGENCY 0 WUER COWT TRACTOR Pnow mcmmp WntfG APPROMD nr: DAlE: WHITE: File YELLOW: Applicant PINK: Finance nr DATE INSPECTOR [Q PERMIT # ?flN/wd u I PLANCK # TIME CD x? ARRIVE: TIME LEAVE: LVL DESCRIPTION ACT COMMENTS PERMITS 6/15/09 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB901865 PERMIT#: CB901865 PROJECT NAME: TEMPORARY INFO CENTER, AVIARA DATE : PERMIT 3460 SF ADDRESS: 1456 ALGA RD CONTACT PERSON/PHONE#: CHAD/431-8440 SEWER DIST: WATER DIST: 08/21/91 TYPE: COM INSPECTED DATE BY: INSPECTED: I INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED -/ DISAPPROVED - APPROVED - DISAPPROVED - APPROVED - DISAPPROVED - .’ i FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FrRE PLANNING U/M PERMIT#: CB901865 PLAN CHECK#: CB901865 WATER PERMIT TYPE: COM DATE: 08/21/91 ~~ PROJECT NAME: TEMPORARY INFO CENTER, AVIARA 3460 SF ADDRESS: 1450 ALGA RD CONTACT PERSON/PHONE#: CHAD/431-8440 SEWER DIST: WATER DIST: DATE INSPECTED: r/q/?/ APPROVED DISAPPROVED - / FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB901865 PERMIT#: CB901865 PROJECT NAME: TEMPORARY INFO CENTER, AVIARA 3460 SF ADDRESS: 1450 ALGA RD CONTACT PERSON/PHONE#: CHAD/431-8440 SEWER DIST: WATER DIST: DATE: 08/21/91 PERMIT TYPE: COM ......................... ..................... ............................. INSPECTED BY: INSPECTED BY : INSPECTED BY: DATE INSPECTED: APPROVED - DISAPPROVED - DATE INSPECTED: APPROVED - DISAPPROVED - DATE INSPECTED: APPROVED - DISAPPROVED - W .. FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB901865 DATE: 08/21/91 PERMIT#: CB901865 PROJECT NAME: TEMPORARY INFO CENTER, AVIARA PERMIT TYPE: COM 3460 SF ADDRESS: 1450 ALGA RD CONTACT PERSON/PHONE#: CHAD/431-8440 SEWER DIST: WATER DIST: DATE INSPECTED: y-s""c( APPROVED r/ DISAPPROVED - INSPECTED I DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - ............................. """""""""""""""""""""""""""""=================== COMMENTS: gRS9 9/ FINAL BUILDING INSPECTION - DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB901865 DATE: 08/21/91 PERMIT#: CB901865 PROJECT NAME: TEMPORARY INFO CENTER, AVIARA PERMIT TYPE: COM 3460 SF ADDRESS: 1450 ALGA RD CONTACT PERSON/PHONE#: CHAD/431-8440 SEWER DIST: WATER DIST: , FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FIRE PLAN CHECK#: C8901865 PERMIT#: CB901865 PROJECT NAME: TEMPORARY INFO CENTER, 3460 SF ADDRESS: 1450 ALGA RD CONTACT PERSON/PHONE#: CHAD/431-8440 SEWER DIST: WATER DIST: PUUSNING U/M WATER AVIARA DATE: 08/21/91 PERMIT TYPE: COM INSPECTED DATE BY: INSPECTED: APPROVED - -I .., INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - , '. . , ICG ORANGE COUNTY 71419518888 fax: 7141951-7969 ... fax: 714798-1844 fax: 61915361306 0 INLAND EMPIRE 714/792-4222 SAN DIEGO COUNTY 619/53&1102 imoqbonabd FIELD MEMO Project Location: Tract No. Grading Permit No: Lot No. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE : 3- 8-9 I JURISDICTION: CITY OF c44RL5:5;9D PLAN CHECK NO: qo - 1365 SET: qups PROJECT ADDRESS: ]&LCD ECGF? ri-"j.&D i OFILE COPY DESIGNER PROJECT NAME: pd/ t? PA Zdt-ft'DrM PY 1 fiJFgE.rJ4 TIOI-) 2+J7'C< J necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. are resolved and 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: The applicant's copy of the check list is enclosed for the [XIEsgil staff did not advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has plan check has been completed. been completed. Person contacted: Date contacted: Telephone # - 0 REMARKS: By: 7JWLlEh)7&- Enclosures: ESGIL CORPORATION ph, ,&,, ,L ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56Q1468 DATE: 3 - 6 - 91 JURISDICTION: CI Ty o F CAeLS A AD J PLAN CHECK NO: 0 - fZL 5- SET: x OUPS TIDESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. - The plans transmitted herewith will substantiallv cornDlv u with-the jurisdiction's building codes when mino; defic'len- cies identified checked by building department staff. are resolved and identified on the. enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies 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. 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list is enclosed for the The applicant's copy of the check list has been sent to: JHME~ ~OMAJSAJ. #a rG 140 J /9RA/mR.ir CEAJ7EE ldPv2iWE7 EL=A?d C#. 9266 0 J I 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 # 0 REMARKS: JURISDICTION: @-la e L sfi &p Date plans received by plan checker: - 27- 7) PLAN CHECK NO.: 9 0 - ’2hS- Date plan recheck completed: </6/?1 By: .45€ f EU7& PROJECT ADDRESS: f &so PLG& E.94D TO: LfklvZq 63, L/D GfIIlSS&/ RECHECK PLAN CORRECTION SHEET mmm: PLUSE RUD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform conservation, noise attenuation and disabled access. The plan check is based on regulations enforced Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Zhe items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 6’”” 0 The following items have not been resolved from previous plan reviews. The original Please make all corrections on the original correction number has been given for your and any original plan sets that may have been tracings and submit two new sets of prints, reference. In case you did not keep a copy of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 6 L 02 c r:; :r?,L -I 7 ,!J n To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. been made to the plans that are not a result Please indicate here if any changes have of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Form No. RPCS.41290 U I I I .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN Dl EGO, CA 92 123 (619) 560-1468 APPLICANT UFILE COPY nups rDESIGNER _A The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply 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: Jf?l-fp> I -. _i, .jr :, q/.)5 i.'.,,! , 2"/-.A 7-87 r I I~t-0 ,do,Jt7ger CGATCR Dfz . kJrL/)-3gT F,"Ft,TT-' - + . 72 &;Q / 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 : /4 1 7E- Enclosures : ESGIL CORPORATION VGA UAA URN DM .z-//- -7/ JURISDICTION: EL 3 BAD Date plans received by plan checker: I’ - ’ ” ’ PLAN QECK NO.: 70 Date plan recheck completed: “/ZQ/7/ B~: MG ~LI&A.)G 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 disabled access. 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 or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. pLANs 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: next to each item, the sheet of the plans To facilitate rechecking, please identify, upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy enclosed those pages containing the still of the prior correction list, we have outstanding corrections. Please contact me if you have any questions regarding these items. 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 and where they are located on the plans. other changes, please briefly describe them Have changes been msde to the plans not check. resulting from this correction list? Please Yes No Form NO. RPCS.41290 I ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 02123 (619) 56@1468 DATE : I- 29-91 JURISDICTION: clry OF WELSAC~D PLAN CHECK NO: 90 - 126s SET: OUPS PROJECT ADDRESS: 14s~ GDESIGNER kLG& E'OGD PROJECT NAME: F~U/AR@ r&upoRI-;PY IhJFOZfUr? r/Dd 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. - The plans transmitted herewith will substantiallv comDlv u with-the jurisdiction's building codes when mino; def'lcien- cies identified checked by building department staff. are resolved and 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies 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 0 jurisdiction to return to the applicant contact person. @ The applicant's copy of the check list has been sent to: J&N&5 6. JoutJ~crJ, WATC, / 14-0 N~wpoiei- CE~F~ De UvFdroer ~eso~, CH. SZGLd J .~ @ Esgil staff did Bot advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has plan check has been completed. been completed. Person contacted: 0 Date contacted: Telephone # REMARKS : By: DOf.IEd(E 4 ESGIL CORPORATION ,- 2Lc - ?, Enclosures: @GA OAA URN ODM .. JURISDICTION: C~3~Ls659D Date plans received by plan checker: I “2Y -9 1 PLAN CHECK NO.: Date plan recheck completed: I/Z 9/9/ By: &Lf Ed7t PROJECT ADDRESS: I4So ALGt4 /2o*D TO: J#&ES Ga \I 0 HNSDd RECHECK PLAN CORRECTION SW FORLWORD: PLEASE Rurq 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 disabled access. 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 or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PMS 0 The followine items have not been resolved ~~~ ~~~ ~ ~~~~~ ~~~~ ~ ~~.. ~ ”” Please make all corrections on the original U from previous plan reviews. The original correction number has been given for your tracings and submit two new sets of prints, reference. In case YOU did not kee~ a CODV and any original plan sets that may haGe been of the prior correction list, -we ha;: returned to you by the jurisdiction. to: enclosed those oaees containine the still - outstanding corr&tions. Please contact me if you have any questions regarding these ” ~ ~~ ~~~~- ESWL coRPOE&i-/od items. 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 next to each item, the sheet of the plans other changes, please briefly describe them upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No Form NO. RPCS.41290 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92 I23 (619) 5601468 DATE : I- 7- ?I JURISDICTION: Cl7V of= CAfZLSRAD PLAN CHECK NO: 90 --//g6s- SET: E UUPS OFILE COPY UPLAN CHECKER TIDESIGNER 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. 0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. . .. :. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The ,check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant.contact person. The applicant's copy of the check list has been sent to: JfiklE5 GI JOHNSO# '. WR TG .. 140 /dewmar CEAJJTEE DE, A)@PORT BEHcH. ,32660 .. Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By: mi5 POL1 EW7F Enclosures: ESGIL CORPORATION 12 2.2-so NGA OAA URN C]DM JURISDICTION: WPf"ZRF?D Date plans received by plan checker: lz/L s/90 PLAN CHECK NO.: 90 - lfbY Date plan recheck completed: '1 '/ 71 By: RR€? DOCIEUTT PROJECT ADDRESS: 1 as0 A L.6 EDAD TO: .lat+G\ G. Jo/f#so/J RECHECK PLAN CORFXCTION SHEET FOREWORD: PLUSE RWD 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 disabled access. 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 or other departments. 3he items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. pLMls The following items have not been resolved from previous plan reviews. me original Please make all corrections on the original correction number has been given for your and any original plan sets that may have been tracings and submit two new sets of prints, reference. In case you did not keep a copy of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. ESGI L cowoe/97/onl To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 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 and where they are located on the plans. other changes, please briefly describe them Have changes been made to the plans not resulting from this correction list? Please check. Yes No Form NO. RFCS.41290 . ,. * ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92 123 (619) 5661468 DATE : 17" II-90 el APPLICANT JURISDICTION: Cl7~ OF c/L)RLs~~D QFILE COPY PLAN CHECK NO: 90 - Ig&s SET: x r-JUPS PROJECT ADDRESS : f 45-0 4L6h4 E-OWD CDESIGNER JURISDICTION PLAN CHECKER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the ;.:rlsc;cticn's 5.iiLLr.z :3Li&,- :.:ken -,inor d%r:.cren- cies ider.:ifLed __ checked by 5uiiiir.g 6spertxs:t sizff. The plans transmitted herewith have significant deficiencies 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 applicznt's copy cf the check list is enclosed for tk.2 . . .. -. . - ars resolv.22 md 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: JAYt;> Gc JO~th/sOh] '. W# 7-6 I IUO /..,wroRr CGIXE~E r,e kJW1~0rzl Rgtq", CE?. 92660 I Esgil staff did not advise the applicant contact person that Ixl plan check has been completed. 0 Esgil staff - did advise applicant that the plan check has been conpleted. Person contacted: Date contacted: Telephone # 0 REMARKS: By: R0C DOLIEAJTE Enclosures: ESGIL CORPORATION 1,- 2 9- 9 0 PWIccmFmTOXsBBEp Gm€xALLYx5XuL Date plans received by jurisdiction: Date plans received by Esgil Corp.: /I- Z?-IO Date initial plan check completed: The circled items listed need clarification, mclification or change. All items must be wirh the cited codes and regulations. Per Sec. 303 setisfi?d befcre the plans will be in conformsnce (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any st3te, county or city law. To SDeed UD the recheck Drocess. note on this list lor a CODV~ where each correction item has been addressed. i.e.. ~lan sheet, slrecification. etc. Be sure to enclose the marked UP list when vou submit the revised Dlans. Applicant contact person: FoREwRD: PLFAsKRFALl Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plum::. g Code, 'Jniforn Mect.lr.ical Code, ?atio-.al L..%C:. :el code -ad stz.tl- :;.;.a reS:?ati:za energy CCP s:. C'." -.- .ion, nzlse atzenllir: , 2nd BXGS for 5e disabied. The plan check is based on regulations You may have other corrections based on laws and enforced by the Building Inspection Department. ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the rarlacs stiie agencies autiorizsd to propase building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. _. Kw: PA(;%~~~~~ASP~~~11o~~~~OWSvglKD~. List No. 50, GENEluL "ERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR WLICY SUPPLZ"S (1988 WC) JURISDICTION C&fZQLSRHD PLAN CHECK NO. ?O - 1865 DATE I2 - JI -9D BUILDING AREA, HEIGHT AND STORIES DATA SHEET A. B. d! d ri Please maice all corrections on the original any original plan sets that may have been tracings and submit two new sets of prints, and returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. tracings and submit two new sets of prints, and Please make all corrections on the original any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction’s building department. GEE& Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone professiontls on the Title Sheet. numbers of the owner and the responsible design All sheets si ‘.>..I plms md the fi:rt sheet cf the calculatF::-;s ire :ecpired to be sl~neli b] the Califomis licensed architect or eaginiraer responsible for the plan preparation. Please include the California license number, seal, plans are signed. Business and Professions date of license expiration and the date the Code. structures, walls, etc. included under this Show on the Title Sheet all buildings, application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as ”not included” on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: O~CUPMCY Grwp Description of Use Type of Construction Sprinklers: Yes or No =?z= Height Stories I Floor Area 3+60 SF -s F. I - Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height cr stories in Table 5-D. (if applicable) ,d Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. x Indicate on the Title Sheet whether or not a h grading permit is required for this project. plans that this project shall comply with Provide a statement on the Title Sheet of the Title 24 and 1988 UBC, UMC and UPC and 1987 mc . 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. ,d Specify the uses of all rooms or areas. Jd Provide a fully dimensioned site plan drawn to scale. Show north arrow. DroDertv lines. easements, streets, existing id proposek buildings and structures. n ~yyiso a =tatewnt rw t>* site ?!an stating: . . . ;rop~z-.? li:,ss, aAsea:.r,ts ZZ;~ bJi;dixss, hcL7 exist<.:.; all. prq>seC, are shown on tiis s::e plan”. v/ Clearly designate on the site plan existing buildings to remain, existing buildings to be ,demolished, buildings to be constructed under this permit and any proposed future buildings. 11, i # Cl~ly designate any side yards used to Justlfy increases in allowable area based on Section 506. /Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction <c-r.ils if a par: of .&.is pernit. ,d Clearly direpsion building setbacks from proparty lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2/15/90 2 $ Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. ,d Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. ,?'f Show dimensioned parking layout including any @ Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. required disabled access spaces. D. IocAl?on OH PRO- When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 fcr i single '-..::Sing. If :$.is erce?ticn is u: 5, show how L7.3 buildings,.-) .diii c:vly '..E? Section %3. ' same property as an existing building, the When a new building is to be erected on the relation to the existing building shall be such location of the assumed property line with that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). #. Buildings over one story and containing courts purpose of determining required wall and shall have an assumed property line for the openin protection of court walls, per Section 504 (ck. See possible exception. Please shew how the court walls will be made to comply uiin Section 504 (c). 3": The exterior walls less than =feet to a property line or an assumed property line, shall be f -wfire-rated, construction. Section s7- 03. H. Exterior walls shall have a 30 inch parapet when less thaz? 10 feet to a prope:.:y line or an assumed property line. uppermost 18" of such parapets shall be T: e noncombustible. (see exception, Section 1709.) ~~ ~~~ ~~~~ #. The exterior gall shall have protected openings (314 hour) when closer than ID feet to a property line or an assumed property line. Section 203. A. 4. The exterior walls shall have no openings when closer than 5- feet to a property line or an assumed property line. Openings include windows, doors scuppers, vents, etc. Section z+03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. Projections over public property mst comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). :x-e-resi.stive extcrisr wail coxtrxtion Section 4304 (cj. When openings are required to be protected due to location on property, the sum of openings of the wall in each story. Section 504 (b). shall not exceed 50 percent of the total area A covered pedestrian walkway mst comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Lxterior stairdays si211 not project into yards where protection of openings is -. c'. I ? 1 be maintain?< 5:~:ugL zt:Lc areas. ,required. Section 3306 (n). Yards or courts serving as required exits for wide or have walls of one-hour construction 10 or more occupants must be at least 10 feet fer a height of 10 feet above the court or yrrd grade. Openl.-:'s shall be protected by fire-assemblies hax-5:; a ratkg of :lot less Cxn three-fourths-! ... .r. Section 5301 (b) definition and Section 3311 (d). Ihe maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). l$d Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). Where required exits enter an exit court (see court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a exit court shall be effected gradually by a guardrail at least 36 than 30 degrees with the axis of the court. inches high and making an angle of not more Section 3311 (b). Walls of exit passageways shall be without openings except exits and shall have walls, floors and zeilings of the same fire- minh ~-.- resistance :k- fled for the S;Lldini, vi%b a Exit 0per.i-I.- in t3e halls shd: be protect?: ,_ .. ..I: z~se-rrriziira csr.r~ruclis>. by a three-<c:rrhs-hoilr assemi;:;. Section 3312 (a). Section 404 and 3301), the exit -. k4. Easements require two exits. Section 3303 (a). . Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. . No point in the building shall be more than 150 'y feet (200 if sprinklered) from an exterior exit, horizcntal exit, erclosed srai3.a~ x exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. ". Section 3303 (d) (See exceptions). 4. Double acting doors are not allowed when serving a triktary occupant load of more than of smcke and 3raft control essemblies cr when 100, or when ph-t of a fire assembly, or part equipped with panic hardware. Section 3304 (a). l)k. Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazk-dous area. Section 3304 (t). See doors 0 119. Exit doors should be openable from the inside without the use of a key, s ecial knowledge, or effort. Section 3304(cY [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).] l# 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. . All doors and gates, within the exit path from 7 an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. 2'42. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). 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) and (g). - v~.L- "." har?vare, :?':r SV::~.~, etc., %a required (f:. I- 33ns:~C;::ati3:: cf do<- tl:.c'ciesses, exit widths have not been furnished. See door A Regardless of occupant load, a floor or disabled access is required) below the landing not more than 1 inch (1/2-inch if threshold is required on each side of an exit door. Section 3304 (i). l#. When a door landing serves an occupant load of 50 or more, doors in any position shall not :..-~f its reyAire5 ;.i?t>. Secrion 5:34 (j). reduce the landing dimension to less than one Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). .. . Doors should not project more than 7 inches ? into the required corridor width when fully epexed, nor more than one-half cf the required czrridor width when in zny position. Section 5305 (d). Revolving, sliding and overhead doors are not oermitted as exit doors if the occuoant load I ~~ ~~ arta. Section 3304 (h). exceeds 9 or the~exit door serves a bardous 2/14/90 8 .. Provide class - standpipes per Section fl 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. s. RxlwMTIoN Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recornendations based on the engineer's findings and shall comply with UBC Section 2905. bearing capacity of the foundation. Section the soils expansion index and the design 2905(c). letter from the soils engineer that the foundation plan! grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly the soil report). incorporated into the plans. (When required by "PT following reps:.: :ecome.:-.<+clar:c, :-r . The founlati,::! pla ;ses not ccqyy ~i5 --be ,~ this project Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. d. b Note on the plans that wood shall be 6 inches d. above finish grade. Section 2907(a). 5 Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). 2k Dimension foundations per Table 29-A. Floors Thickness of SuDvorted* Stemall Width mth Footinp; 1 2 6" 12" 12" 6" 8" 3 15" 18" 10" 18" 24" 7" a" "Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend point of discharge G+ L5e inlc-t of an approved above the elevations of the street gutter at ;;rzer,t." Frcnce 2 :.xi.:l.ons cn the rlra plan i..31r- ._ =ge deric.. .- of 1:. inche,; plus 2 -0 shw coq.lImce. %-tion 2937 (d) '2 .,a T:;:-.- A. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 2y. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls mst be clearly shorn on the foundation olan. Section 2907 fe). The soils engineer recornended that helshe review the foundation excavations. Note on the Specify size, ICBO number and manufacturer of foundation plan that "Prior to the contractor reouestine a Buildine DeDartment foundation '* power driven pins. Show edge and end distance """ ~. ~~~~ .~, and spacing. Section 306 (f). ~~ ikpectio;, the soils Zngin'eer shall advise the building official in writing thzt: 5 --/ 6. Show size, enbedment and location of hold down Z;~~OTS on fcandaLicn D~E;:. Sr-ricn ?.XS(b) k. - 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of ;he soils report". 23. Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or t architect. Chapter 29. d. Show height of all foundation walls. chapter 2. Show height of retained s~th on all foundation walls. Chapter 23. ~~~~~~~~~~~ ~~ ~ 0 .. 222. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. an3 shear walls. Section 2907 (b). Show adequate footings under all bearing walls stepped foeti?.:; for sle?es steeper *.an Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 22f Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. T. )IAsoww . Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and 4'9 wire in horizontal joints. 2$. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per whichever is greater. Cross grain tension or lineal foot or the actual design load, Sectfon 2310. bending in wood ledgers is not permitted. 2 2. Provide details for damp proofing the foundati-n xe:Is, belc;' fi.;sh grii~, v?.+,'5 usable ~pa-4 ;X&LS on 'he interio: s;de ci LIP walls. Sectisn lTC7 (ij. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. II. 0 236 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. RGOUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the followine checked items will also reauire Special rnspection in accordance with Sei. 306 of the Uniform Building Code. ITpl REQ. IF FmARKs CHECKED SOILS COMPLIANCE FOUNDATION INSP. PRIOR TO J . STRUCTURAL CONCRFfE OVER 2500 PSI PESrnSSED STEn FIELD WELDING HIGH STRENGTH BOLTS EXTANSION ANCHORS -. . .LC W.S~!i?.Y Tr'XFIKG :.:,F.,eL2 a!; yxpz PILES/CAISSONS DESIGNER-SPECIFIED OTHER -. <. r"j "_ ." , j.. . Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code . Where special inspection is required for "r masonry, note on the plans that prism tests requirements. shall be performed in accordance with Section . Provide minima structural specifications on 2405. Section 2406(c)1. the plans to show that all structural maLerizls ,id. Show iirll tracir,g. Every esterior h.OOd stud will comply with the design calculations and wall and main cross partition shall be braced building code requirements. at each end and at least every 25 feet of equivalent. Section 2517 (9) 3. length with 1 x 4 diagonal let-in braces or a-d rafters 12" or more in depth shall be Note cross bridging or blocking. Floor joists s;qorted laterally by bri63ing at intervals cLt exceeding 8 feet, cnless both edges are held in line. Section 5506(h). 2517. 2$. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. 2&. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 2/14/90 14 Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. not more than 4 feet on center and be just Show rafter ties. Rafter ties shall be spaced above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 ? + (h) 4. . Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 112" minimum clearance between top plate of interior partitions and bottom chord of tmsses. (To ensure loading will be as designed). 2y . 0 246 Show or note fire stops at the following locations per Section 2516 (f): a. b. C. d. partitions, including furred spaces, at the in concealed spaces of stud walls and ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical 2nd horizcntal spxes 5"r.i as occur :t scffiis, drop ceFIL::zs c.1 :j:.e ceiling.;; in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and chimneys, fireplaces and similar openings in openings around vents, pipes, ducts, which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In buildings having floors and roofs of wood frame construction, other Urn dwelling or hotel occupancies, draft stop the area between the ceiline and floor above so that no horizontal dimension exceeds 60 L.P. (if mace concealed space exceeds 1,000 r.f. and no has sprinklers, then 3,000 s.f, and 100 L.P.). Section 2516(f). In buildings having floors and roofs of wood frame constrxtion, other than dwelling or hotel OCCUD~~C~S. draft stoD the area Seween sprinklers, then 9,000 Section 2516(f). Show double top plate with minimum 48" lap splice. Section 2517 (9) 2. Show nailing will be in compliance with Table 25-Q. Show stud size and spacing. Maximum allowable max. 10'; non-bearing: 2 x 4 max. 14', 2 x 6 stud heights; bearing wall: 2 x 4 and 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and Table 25-R-3. ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all Dost to beam and Dost to footine connections hd reference the 'detail to thi plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. walls, floor and roof diaphragms. Indicate Specify nail size and spacing for all shear required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). 2d. ?:cride truss 'etails L-? truss ca?cLlations $8. Provide roof framin plan and floor framing &. Provide framing sections through plan. Section 302 $d). Section 302 (d). 0. Speclfy all header sizes for opening over 4' ' wide: Section 2517 (g) 5. 4. Proyide calculations for main vertical and horazontal framing members and post footings. Section 302 (a). ' panels, shear transfer and related. Section 2. Provide calculations for lateral loads, shear 302 (a) 7. 264 In Seismic Zones 3 and 4, the allowable shear ' values for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to wind loading. 2/14/90 15 developed in the structural calculations. . show on the plans all structural requimts Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which by concrete piers or metal pedestals projecting support permanent structures shall be supported above floors unless amroved wood of natural resistance to decay 0;' treat wood is used. Section 2516 (c) 4. 6. Individual concrete or masonry piers shall ' project at. least 8 inches above exposed ground unless the columns or posts which they support decay or treated wood is used. Section 2516 are of approved wood of natural resistance to plywood grade and panel identification index. Table 25-S-1. 2,& When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 2j. If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs heathed wi*A plyoo'. Section 2517 (9) L. '276. Cripple wa?; :t3ds a:eai<ng 4 :E-:= in %igt shall be 3 lnfh by 4 inch or 2 fiches by 6 inches when supporting 2 stories. Section 2517 (9) 4. 221 other weather exposed areas, is "bonded with . Show plywood sheathing over exposed eaves, or exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. across the beam at the ridge support. Section In open beam construction, provide strap ties 2501 (a). v. ItI- . Parking garages shall have an unobstructed headroom clearance of not less than 7"O" above Lho. finish floor to any ceiling, be, pipe or similzz construction. Section 702 (b). 5 Provide details of restrooms to show compliance '. with Section 510 (a), regarding floors, walls and showers. 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 quotation above on the floor plan. Section 105 restroom is provided, note the words in @ and glazed sides of landings and ramps, Show unenclosed floor and roof openings, open balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minb height guardrail, through which a 6" sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities senring more than 50). Section 1711. Table 23-8. including occupancy separations and roof Provide platform and stage construction, vents, as per Chapter 39. 2,d Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. 4. Show, that aisles and seats comply with Sections 3315 and 3316. Buildings housing Group A Occupancies shall front directly upon or have access to a public access to the public street shall be a minb street not less than 20 feet in width. The 20-foot-wide right-of-way, unobstructed and maintained on!v as 2:cess to C;e uublic 6:ctss way. %cti;n ?:3. ' 509. 2. Pedestrian walkway shall comply with Section . Lateral bracing for suspended ceiling mst 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 mer within 2 inches of the cross runner intersection and not exceeding 45 degrees from the plane of the splayed 90 degrees from each other at an angle ceiling. A stmt (adequate to resist the rerticzl csmpmer.r from lateral loads) fcstened to the main Tamer shall be extended to and fastened to the structural members of the roof or floor above. lhese horizontal restraint points shall be placed 12 feet O.C. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access UBC. requirements may be more restrictive than the Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Handatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". 0 ADDITKINAL 288. Please see additional corrections, or remarks, 0 0 on the following page. 289. To speed up the recheck process, note on this been addressed, i.e., plan sheet, note or list (or a copy) where each correction item has detail number, calculation page, etc. 290. Please indicate here if any changes have been made to the j':.z~.s that are not a reczlt cf corrections fr. z. rhis 1Lst. ;f 2ere ar ': -=her where they xe scate: :n the p1ar.s. changes, ~I~ZEE briefly derczlble "taa ~?d Have changes been made to the plans not resulting from this correction list? Please check. Yes - No WOTE: 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. ?:ezse direct any questions regarding interpretations of these provisions to the local Fire Department. S-1. Walls of corridors and exterior exit balconies occupant load of more than persons and in in Groups A,E,I,R-l and C Occupancies haviJ% an all other occupancies having an occupant load of 30 or mre shall be not less thpcl one-hour fire-resistive corstruction. Section 3305(g)1. 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 above the floor level. For exit way doors, less than 6 inches nor more than 8 inches 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- floor level or no higher than 8 inches above illuminated marking shall be installed at the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). S-4. rea 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. FX:XlTION: Suildincs sepurted by COntinUOUS z:-~: se?s;a:i:x .:?Is ci >~:zr-h31;z fire- _I::". . -..aL~~re CCT.;:TT Lion wi5cut c-sexings. sprinkler prorection as set forth in Section children or the aged) are prohibited from 13113 of the Health and Safety Code (homes for using area separation walls in lieu of automatic fire-sprinkler protection. firi:.:inga :..;2:rec to !lava a2ioz.x.:: fire- 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- rirs buildings. S-7. Tne 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 shail activate a means of warning the br.zring %aired. Fiashing vlsual xarnings si-all have a frequency of not more than 60 flashes per minute. Section 7204. 3/28/90 17 me jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact WOLI FfJ7I.T at Esgil Corporation. Thank you. Enclosures: 1. 3. 3128190 18 I U 7 Submit complete electrical plans and specifications. Submit plan sharing location of all services. Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities equipment. NEC 230-65/110-9. (AIC) of service and subservice breakers. Indicate sizes of fuses andlor circuit Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, KL. If fuses are not used to limit fault qs, specify methcd to be used. currents on branch circuits to 10,000 Submit plan showing location of all switchboards. -Submit plan showing lofation o€ all panels. X. Provide the required working clearances in front of panelboard(s) per NEC 110- l6(a). 7. Submit panel schedules. p. Specify conduit and wire sizes. 19. Specify aluminum or copper conductors and 0 0' 0 type of insulation. JZ'SIIOW approximate length of feeders. 21. Specify electrode conductor size md type wire. (alurcimm cr copper) 22. Submit electrical load calculations. --/-"" ' LQRPZ GOA!- &LG &p '5. j?Z Indicate existing main service size. Indicate existing main service load. MIndicate new additional loads. 0 flex. 16. Indicate wiring method, i.e. FJC, metal Indicate dimansion of switchboards and control panels rated I200 amperes or 27. Show exit signs on the electrical lighting plan(s). As per Sec. 3313 and more. NEC IlO-l6(c). 3314 of we 1988 UBC, provide' two sources of power to exit signs and exit illumination. 0 0 F. Provide the required access and entrance to working space for switchboards and wre. NEC 110-16(c). control panels rated 1200 amperes or 28. Provide receptacle(s) within 25' of the WAC A/C units. UHC Section 509. x Submit plan showing location Of all @Provide oultiple switch lighting controls transformers. per CAC, Title 24, 2-5319. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). 30. Provide the required aim circuit(s) and outlet(s) per NEC 600-6(b). dc Provide overcurrent protection on the secondary side of transfommra. NEC 240- 21/384-16(d). 31. 30 SDeed uo the recheck Drocess. note on *is li st lor a CODV) where ea& correction itea has been addressed. i.e, plan sheet. soecification. e $0 encl ose the DarLsd UD list when vou tC. Bs SWQ submit the revised ~1~6, Any questions on electrical please contact the-plan checker shown above, at Esgil Corporation at (619) 560-146a. lhank YOU. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Plan Check No. 90 - 186s- References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVEIAPKENT # HANDICAPPED PARKING SPACES a. Provide hmdkapped spaces. 2-7102(b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than hislher own. 2-7102(c) C. Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 13 ft. wide. hhre a siT!g!e spzca is provided, the loading/w.loaJing zone shall be on the passenaer side of the vehicle. 2-7102(c). d. Haximrnn SlODe of Darkinn surface in anV direction &all -not keed 114" pe; foot. 2-7102(e). e. Paking space(s) shall be identified with the International Symbl of Accessibility on reflectorized sign affixed to post or wall, and duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) f. &trance to parking area (or at each unauthorized vshicle(s$ parking in stall) shall have a si stating that handicamed space s may be subject to tow-away. 2-7102tfj g. Entrance to and vertical clesrMce within accessible level of parking structure shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) 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 rider shall not exceed 1 in 12. 2-7103(d) e. Surface is to be sliD resistant and a contrasting finish from adjacent sidewalk. 2-7103(f) f. Border markings shall be 12" wide of 114"x114" grooves, 314" 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 shll incorporate pedestrian z-5, curb ramps, etc. 2-71Ci:a) b. Walks slopkg neater thsn 5% (1 in 20) must comply with ramp requirements of Sac. 2-3307. 2-3325(c) C. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) 114" per foot. 2-3325qa)3 d. The maximum cross slo e shall not exceed a. 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"xwI" 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) I/ PEDESTRIAN RAKPS a. A path of travel with a slope greater than 1 in 20 shall be considered a remp. 2-3307(a) b. The maxima slope shall be 1 in 12. 2-3307(c.1) c. The width shall be 48" minimum. A minimufa width of 60" is required where a rq 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) of ramps. 2-3307(d.l) f. Landings are required at top and bottom g. Bottom landing shall be minimrrm of 72" in the direction of travel. Fig. 2-33- 1lA h. Top landing shall be 60" x 60" mininun. 2-3307(d.l) .. 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" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.1) k. Ramp handralls are required on each size of ramp, when slope exceeds 1 in 15. 2- 3307(e.1) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp and bottom, and the ends returned. surface, with 12" extensions beyond top 2-3307(e.l) m. Handrails shall be l-ilv to 2" cross wall. 2-3307(e.1) section, spaced miniunnu of 1-112'' from n. A 2" high curb or wheel guide rail centered 3'' + 1" above ram surface is exceeds 10 feet in iength. 2-3307(h.1) fl SPECIAL ACCESS LIITS a. Lifts may be provided between levels, in distance between landings, structural lieu of elevator; when the vertical elevator, structural design and safeguards are as allowed by the State Relations, Division of Occupational of California, Deparbmt of Industrial Safety and Health. 2-5107(a) . b. The lift platfom shall be of sufficient size to accomwdate a wheelchair (30"x48"). 2-5107(a) C. There shall tm a level and clear floor area or. landing (60"x60") at each level for access to the lift. 2-5107(a) y HAWRDS b. Headroom of 80'' minium shall be maintained for walks, corridors, aisles, etc. 2-522(f) - C. Protruding objects with leading edges between 27" and 80" above finished floor walks, corridors, etc. 2-522(f) shall not protrude more than 4" into 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 walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) "iDCE.WUTIOM ENTRANCES, DOORS, VESTIBULES AM) C0RRIDX.S W a. All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) b. j.11 required passaga doors skdl have 32" clear opening at 90 Zegrees (36" toor). :-3304(f) C. At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) 0 d. Threshold shall be no higher than 112" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 114". 3304(i.1) c e. Exterior level landing may slope up to 114" per . foot in any direction for surface drainage. 2-413 f. Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be merable with a maximum effort of 0.5 lbs: for exterior doors and 5 lbs. 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) 0 h. 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) i. At turnstile, provide an access gate, 32" clear width open within 30 feet of turnstile. 2-332i.4) j. There ahall be a clear arm on each side of door. 60" deeD in direction of door swing &d 44" diep in opposite direction of door swing. 2-3304(1.1) a. Provide 80" headroom frron walkway surface to any overhanging obstruction. 2-3326(b) k. Width of clear area on the swing side of jamb for exterior doors and 18" past the door shall extend 24" past strike strike jamb for interior doors. 2-3304(i.1) 1. The space between two consecutive doors 48" clear depth between the open door (vestibule) shall provide a minimum of and a second closed door.l)oors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-DOb(i.1) , .. . ,. . m. 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 comn level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) ,/ STAIRWAYS NCCE:..Only -lies where disabled access is a. b. C. d. e. f. g. h. pmiridd or repuirea to other levels. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) Nosing shall not project more than below. 2-3306(s) 1-112 inches past face of the riser Risers shall be sufficiently solid. 2-3306(~) The upper approach and lower tread of with a contrasting colored strip 2" in each flight of stairs shall be marked width. 2'3306(r) On exterior stairs, 'a tread shall be marked as noted above. 2-3306(r) Handrails are required on & side of stairway. 2-3306 Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to wallhewel post. 2-3306(j.l). Handrails shall be 1-114" to 2" in gripping cross section and 1-112" clear of wall. 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 of the stairway. The information shall level, and the upper and lower terminus be presented using raised Arabic nrrmerals 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. YELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). 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, P:ZII acc-pncies, State-omed hildings, r,sidential care homes, h.:tels, nn-els, apartments and ccndominims. 2. Elevator in buildings more than two access is required to upper level(s): stories or buildings where disabled 68" by 54", with a minimum clear door width of 36". 3. Elevators other than in (b) above have a minimum inside platform of 4 serving less than 50 occupants shall minimu clear door width of 36 inches. feet 6 inches by 4 feet 6 inches and a b. Raised Braille mrkings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SMITARXFD / TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be =de accessible to physically handicapped. (2-511.1(a)) b. Doorways shall have 32" minimum clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with WI" Clear depth in opposite direction of door swing. 2-511.l(a) A. MULTIPLE ACCOEMODATION TOILET FACILITIES a. Provide clear area 60" diameter X 27" high - or clear space 56" X 63" X 27" high. 2-511.l(a) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) C. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) d. A 48" long clear space is required in front of water closet. A 60" clear compartment has a side door. space is required when the toilet 2-511.l(a) e. Water closet co-t door to provide 32" clear width for end entn and 34" clear width for side entry. &or to be self-closing. 2-511.l(a) ~~~~~ ~~~ ~~~~ ~ ~ ).d. SINGLE ACCOHKlDATION 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 accouaadation toilet facility may have a water closet. 2-511.l(a) space 36" wide x 48 " long in front of f". GRABBARsATwATERmsEl! 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- high as 36". 2-511.l(a) type toilet is used, grab bar may be as b. Bars shall be 1-114'' to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) E. Bar fasteners and lpnmthg support shall . :. be able to withstahd 250 lbs./ft. in bending, shear and tension. 2-511.l(a) ' . " J 1 . WATER msEr a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, phching 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 pwnds force. 5-1502 {URINALS .. - a. Where urinals are provided, the rim of at and be located 17" mimum above floor. least one shall project 14" from the wall 5-1503(a) b. The force required to activate the flush valve shall be 5 lbs. maximum and located 44" maximm above floor. 5-1503(b) C. Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) 17 LAVATORIES /a. Provide 30" x 48" clear floor space for may include knee and toe space under forward approach. Said clear floor space 2-511.l(b) lavatory described below. b. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe :;eight should be 34". 5-1504(a) space). The maximum counter surface c. ::ot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the plnching or twisting of the wrist (such type not requiring tight grasping, as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) l/ TOIIEI ROOH ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mted 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) @ SANITARY FACILITIES IDENTIFICATION a. On dooruays leading to sanitary facilities the symbols to be provided are diamater circle for women, and 114" 12" Equilateral triangle for men, 12" contrasting color. Unisex facilities thick, centered on door, 60" high and shall be identified by the circle with the triangle s erimposed within the circle. 2-511.1(3 .. ., 4 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, 48" 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, Le., folding seat, flexible shower hose, etc. .. " .. ,.e jd DRINKING 'FOUNTAIN a. Drinking fountains shall be within alcoves. zhe alcove shall be not less than 32" wide by 18" deep. 2-511.1(c) b. When the enforcing agency determines hardship to loete the water fountain in that it would create an unreasonable project into <:e path of travel, End the an alcove, the xater foun-25 i;ry 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 blind person using a cane. The minimrrm so that it is clearly identifiable by a 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 each side of the water fountain. The (2.) Wing walls shall be provided on wing walls shall project out from the water fountain to within 6 inches of the supporting wall at least as fer LS the surface of the path of travel. Also, there shall be a. ninimm of 32 inches clear between the wing walls. E. Note on the plans that drinking fountain shall conform to requiremanta of Sec. 2-51lc and 5-1507. a. Provide space 30" x 48" for forward or parallel approach to' telephone. 2-511.1(6) b. Note on the plans that public telephone shall conform to requiremants of Sec. 2-511.1(6). @ELEcPRIcAL"S a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) b. Center of Suitches shall be located not the floor. 3-380-8(c) less than 36'' nor more than 48," above @ PLUMBING REpVrktiTS - a. Where kitchenettes are provided at employee break rooms, conference areas, customet lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not twisting of the wrist (i.e., use lever- require tight grasping, pinching or operated, push-type, etc.). If Self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 (amop A oc(xmAWX -s AUDITORIUMS, ASSPlBLY HALLS, THuTIuES, ETC. a. Seating and toilet facilities for the handicanned shall be accessible from the main lobby or prhuy entrance. 2-611(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a vmiety of locations so as tg provided a c:.z:,ce of admissicn 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 2-611(b) leg space shall be at least 24". f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refresbt sales facilities shall be , made accessible. 2-611(b) a. %is structure requires wheelchair seating spaces. In theaters provided in a variety of locations so as and auditoriums, the seating shall be to provided a choice of admission prices. 2-6ll.(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 ws such as ball c&a, exercise rooms, tracks, and clubrooms most be accessible. 2-61l(c) e. Spectator and participant sanitary and locker facilities must conform to the requireuents of Chapter 2-5. 2-6ll(c) -. .- TITLE.24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC svstem shall: 1. 2. 3. 4. 5. 6. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or'zones served by the system; Be able to maintain space temperature set points from 55'F to 85OF. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; Provide a range of temperatures up to 10°F in which no keati:? 3r cooling is provi15?LI to the space, if the 3AC systsrn has both her.ting and cooling capability; Be able to terminate all heating at 70°F or less; and Be able to terminate all cooling. at 78'F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and coolins svstems need not comolv with Section ~ ~ ~~~~ 2-5315ia)-4, 2-5315 ia15, ani ?-53iS(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subse'ction (a) to control the HVAC system which serves the zone. Each contain at least one zone. floor of a building with conditioned space shall Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampe'rs.interlocked and closed on fan shut- down shall be provided. On gravity ventilating manually operated dampers in all openings to the systems, either automatic or readily accessible outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. Each area enclosed by ceiling-height partitions manually operated switching device to control shall have at least one readily accessible lighting within the area. For lighting controls, person using the device can see the controlled "readily accessible" means located so that a in addition to, but not instead of, the required lights or the area being lit. Switching devices devices shall also be permitted. readily accessible manually operated switching The general lighting of any area 100 square feet or larger in which the connected lighting lord equals or exceeds 1.0 watt per square foot throuc?;out the entire area shall be controlled so that th-2 Load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illmination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements of this section. - natural light, lighting circuiting shall be In all areas where effective use may be made of arranged so that units, in all portions of the area where natural light is available at the same of the area. time, are switched independently of the remainder Occupant Operating and Maintenance Information to be Provided by"'Bui1der The bui1de.r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water orhave self-closing f'aucets or having devices that limit the outlet temperature to amaximum of 110°F) Section 2-5314, Table 2-53G. Water Heaters and Plumbing Fixtures 6 ,. f Datec I4((/?6 Jurisdiction CCFEUEWD .Prepared by:- 0 Bldg. Dept. .. - phSE VALUATTON AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. 90 - lgbc BUILDING ADDRESS 145717 && 6 r9- BJfiP APPLICANT/CONTACT ~arrm. G J~H~WHONE NO. (714) ~uu - 2333 BUILDING OCCUPANCY 0-2 DESIGNER PHONE TYPE OF CONSTRUCTION v- Id CONTRACTOR PHONE BUILDING PORTION BUILDING AREA I VALUATION MULTIPLIER VALUE . .. Air Conditionina Commercial . Residential @ , Fire Sprinklers @ @ 550- I)# 4/Y Res. or Corn. Total Value I7 cc,' 7 99 Euildiriq Permit Fee. S J 972, && BUILDING PLANCHECK zy ENGINEERING CHECKLIST VW! .DATE: 4 DFC 90 ITEM COMPLETE v) PLANCHECK NO. 9(1 - 6.5 ITEM INCOMPLETE NEEDS YOUR ACTION N D " E LEGAL REOUIREMENTS K Site Plan a 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 dimension 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. do 3. Provide legal description and Assessors Parcel Number. Discretionam Amroval ComDliance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of a 0 0 6. Project does not comply with the followin? Engl eering Approval for Project No. ns of Approval for Project No.CGD -0-7 I I;* ?5,36 Conditions complied with by: Date: Field Review 0 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. FRMOOlO. DH REV. 11/27/90 D. Grading is required to access site, create pad or provide for ultimate street improvement. I7 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Recruirements 9. No dedication required. 10. Dedication required. Engineer or Land Surveyor prepare the appropriate legal Please have a registered Civil description together with an 8$'l x 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 : Imwrovement Reauirements 11. No public improvements required. SPECIAL NOTE: Dam defective imvrovements found adiacent to buildins site must acred or be revaired to the satisfaction of the Citv insvector vrior to occuvancv. a 12. Public improvements required. construction of public improvements pursuant to Section This project requires 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. appropriate securities posted and fees paid prior to Improvement plans must be approved, issuance of permit. The required improvements are: Improvement plans signed, Date: by : FRM0010. DH REV. 11/27/90 Imprdvements 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 Buildina Permit. - qy lp GEl.Ek)pz PEEL ~WG ttFuie Future mprovemen Agreement completed, Date:lO kf4y 91 n.*. 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) . 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 Department. NOTE: The Gradina Permit must be issued and separate plan check and approval through the Engineering aradma substantially comvlete and found accevtable to the City Insvector vrior to issuance of Buildinu Permits. Grading Inspector sign off. Date: by : DWG 286-9b CUT 12 Miscellaneous Permits Oo0 16. 17. Right-of-way Permit not required. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: Rfn 0 20. FRMOOlO. DH Sewer Permit is not required. concurrent with Building Permit issuance. The fee required Sewer Permit is required. A sewer Pernit is required is noted below in the fees section. Industrial Waste Permit is not required. REV. 11/27/90 '. '-0 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date : By : CITY OF CARLSBAO GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE ! 1 1st. pi. I J, 1. / 4. 1 3. / 2. / 5; 6. 7. 8. / 9. /- 10. Partial release of grading for the above stated lots is approved for the purpoae of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building pennit process. Site access to requested lots adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety end welfare of public Letter of request for partial release submitted 8-1/2" X 11" site plan showing requested lots submitted Compaction report from soils engineer submitted Engineer-of-work certification of work done and ped elevations Geologic engineer's letter if unusual geologic or subsurface conditions exist - Pro.iect conditions of approval checked for conflicts Canwater service be combustibles on sits. M) 171 Partial release of the site is denied for the following reasons: I PROJECT ENGINEER DATE October 4. 1991 PLD Technologies 401 W "A" Street Planning Suite 2500 Engineering San Diego. CA 92101 Pansportalion FAX 619/234.3022 Environmental 6191232.4466 Economics landscape Architecture An ErnployeeOwned Company Mr. Bob Green Construction Manager Aviara Resorts Associates 6986 El Camino Real Suite B336 Rancho La Costa, California 92009 Dear Bob: Subsequent to a plancheck comment for the Aviara Information Center entry monument building permit application, which stated that the structure needed to be depicted on the grading plan, I have contacted David Hauser and Martin Lauber at the City of Carlsbad. It was agreed upon that the application should be resubmitted without creating an additional construction change to the mass grading plan. The monument should not alter any drainage course significantly or have any drains which tie into backbone systems. David Hauser suggested that he would write a memo to the inspector stating that the structure should be as-built on the grading plans when filing for grading bond release. I suggest that Land Concern make any other appropriate corrections and resubmit the application to Martin Lauber. If you have any questions concerning the above, please call. Sincerely, P&D TECHNOLOGIES \&ctor of Engineering m.pc c: David Hauser, City of Carlsbad Martin Lauber, City of Carlsbad Joe Federico, City of Cxlsbad Curt Noland, Aviara Land Associates ~D.C $0-9 rc;..( ct / ;(cud 6.0.h ?.- PLANNINGCHECKUS APN: - (Name) Type of Project and Use Zone Lenend Qr Item Complete 0 Item Incomplete - Needs your action 1, 2,3 Number in circle indicates plancheck number where deficiency was identified F.nvironmental Review Requimk YES - NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval APPROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: DATE OF APPROVAL.: Compliance with conditions of approval? If not, state conditions which require action. onditions of Approval Landscape Plan Required: YES NO - See attached submittal requirements for landscape plans do 0 do 0 dm do 0 no0 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, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. zoning: 1. Setbacks: Front: Required Shown ht. Side: Required Shown Street Side: Required Shown Rear: Required Shown 2. Lot coverage: Required Shown 3. Height: ReqLjred Shown 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additional Comments , c: Data Entry PLNCK.FRh4 - .’ .. PATE: TO: LETTER OF TRANSMITTAL April 10, 1991 Mike Grim City of Carlsbad 2075 Las Palmas Carlsbad, CA 92009 FROM P. L. Hames Hillman Properties West, Inc. 2011 Palomar Airport Road Carlsbad, CA 92009 Suite 206 SUBJECT: Aviara Information Center C.U.P. 90-7 WE ARE SENDING X Enclosed - Under Separate Cover FOR X Your Use - Your Review/Comment - Your Files - Your Information - Your Approval DESCRIPTION 1. California Coastal Commission Waiver of Coastal Development Permit - Requirements - dated 11/30/90. 2. California Coastal Commission Waiver Authorization - dated 12/11/90. REMARKS: Pursuant to your request I have enclosed the items listed above. - SIGNED: PLH/er CC Bob Green i i STAlE OF UUKMNI*”THC RESOURCES ACWCT GEORW DNWIAN. 6- > - . CALIFORNIA COASTAL COMMISSION SAN DIEM COAST MSTRICT Date: SAN DIEGO, U 921W35m 1333 CAMIN0 DEL RIO SOUTH, SUITE 125 (619) 29147rO Waiver # 1102 WAIVER AUTHORIZATION Aviara Land Assoc. L.P. - D.L. Clemens 2011 Palomar Airuort Rd.. Suite 206 ?,ECEIVE@ Carlsbad. CA 92009 ULC 19 i990 Applicant: Aviara Land Assoc. L.P. - D.L. Clemens Please be advised that you are hereby authorized to proceed with development of your project, Waiver # 1102 , which was reported to.the Commission on December 11, 1990 Development of your project is subject to compliance with all terms and conditions specified in the Waiver of Coastal Development Permit Requirement already issued to you. A copy of this Authorization must be presented with the Waiver to the local building department. Should you have any questions, please contact our office. PETER DOUGLAS Executive Director n by : . -1 SAN DIEGO, CA 9ZlW3520 (619) 297-9740 Date: November 30. 1990 TO: Aviara Land Assoc. L.P. - D.L. Clemens I 2011 Palomar Airport Rd.. Suite 206 Carlsbad. CA 92009 SUBJECT: Waiver of Coastal Development Permit Requirement/De Minimis Developments-Section 30624.7 of the Coastal Act application for the development described below, the Executive Director of the Based on your project plans and information provided in your permit Coastal Commission hereby waives the requirement for a Coastal Development Permit pursuant to Section 13238.1, Title 14, California Administrative Code. If, at a later date, this information is found to be incorrect or the plans must cease until a coastal development permit is obtained or any discrepancy revised, this decision will become invalid; and, any development occurring is resolved in writing. WAIVER # 1102 APPLICANT: Aviara Land Assoc. L.P. - D.L. Clemens the north side of Alqa Road at Black Rail Court. Carlsbad. San Dieqo Countv LOCATION: Planninq Area 23 of the Aviara Master Planned Comnunitv located on APN 21 5-040-1 6 PROPOSED DEVELOPMENT: Construction of a sinqle storv. 3,500 sa. ft. temporary residential sales office, with 27 parkina spaces on a 3.18 acre lot. RATIONALE: The DrODOSed interim use (for a 5 year period) has received a conditional use permit from the Citv of Carlsbad which was conditioned to provide adeauate landscapinq and site drainaae requirements. The project includes approx. 7.000 cu.vd. qradinq and the ultimate development of the site will be consistent with the master plan approved bv the Commission under COP and is subject to all development standards outlined in said master plan. The #6-97-680. The project is consistent with the Commission approved master plan project is consistent with all applicable Chapter 3 oolicies and the Citv of anticipated to result from project aooroval. Carlsbad’s certified LCP. No adverse impacts to coastal resources are This waiver will not become effective until reported to the Commission at their December 11 - 14, 1990 , meeting and the. site of the proposed develoDment has been amropriatelv noticed. pursuant to 13054(b) of the Administrative Code. The enc1ose;f Notice Card shall remain posted at the site until the waiver has been validated and no less than seven days prior to the Commission hearing. If four (4) Commissioners object to this waiver of permit requirements, a coastal development permit will be required. CHARLES DAMM South Coast District Director by: Lee 3n McEachern A cc: Comnissioners/File (0291 R) , January 25, 1991 ' CITY OF CARLSBAD Mr. Mike Grim 2075 Las Palmas Carlsbad, CA 92009 RE: Aviara Temporary Information Center Dear Mike: Enclosed please find the deed restriction for the Information Center designed to satisfy Condition No. 36 of C.U.P. 90-7. Since we are not aware of any city standard form for this document, we have utilized a version of the costal commission's form. Should this document not meet your approval, please advise as soon hereby been met. as possible. Otherwise we will assume that Condition No. 36 has Thank you for your assistance. Sincerely, Robert S. GreenfJr. Properties Pam HamesjHillman Properties Peggy Collins/Hillman Properties RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY OF CARLSBAD 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 1 1 1 I ATTENTION: 1 1 THIS SPACE FOR RECORDER'S USE ONLY DEED RESTRICTION Partnership, a Delaware limited partnership, hereinafter referred I. WHEREAS, Aviara Land Associates Limited to as "Owner', is the record owner of the property described in Exhibit "A" attached hereto and incorporated herein by reference, hereinafter referred to as the "Property"; and 11. WHEREAS, the City of Carlsbad, a municipal corporation of the State of California, hereinafter referred to Carlsbad; and as the "City", is acting on behalf of the people of the City of 111. WHEREAS, the Owner applied to the City for a Conditional Use Permit to allow the construction of a temporary sales office on the Property; and Commission of the City approved CUP 90-7 relating to the Property, hereinafter referred to as the "Permit"; and IV. WHEREAS, on November 7, 1990, the Planning V. WHEREAS, the Permit was subject to certain terms and conditions, including but not limited to the following condition: "36. Prior to the issuance of a building permit there shall be a deed restriction placed on the deed to this property subject to the satisfaction parties and successors in interest that the City of the Planning Director notifying all interested of Carlsbad has issued a Conditional Use Permit by Resolution No. 3160 on the real property owned by the declarant. Said deed restriction shall note containing the complete project details and all the property description, location of the file 1 .. _. conditions of approval as well as any conditions or restrictions specified for inclusion in the deed restriction. Said deed restriction(s) may be modified or terminated only with the approval of Council of the City of Carlsbad, whichever Has the Planning Director, Planning Commission or City final decision authority for this project." VI. WHEREAS, Owner has elected to comply with the condition imposed by the Permit and to execute this Deed Restriction so as to enable Owner to undertake the development authorized by the Permit. Permit to Owner by the City, Owner hereby irrevocably covenants with the City that there be and hereby are created the following restrictions on the use and enjoyment of the Property. NOW, THEREFORE, in consideration of the granting of the 1. Covenant, Condition and Restriction. The Property terms and conditions of the Permit issued by the Planning identified in the attached Exhibit "A" is subject to all of the Commission of the City on November 7, 1990 pursuant to Resolution No. 3160. Throughout the term hereof, the Property shall be used and occupied in a manner consistent with the Permit. 2. m. This Deed Restriction shall commence upon Recorder and shall expire automatically upon the expiration or the date of its recordation in the Office of the San Diego County termination of the Permit. 3. Information Concernina Permit. The file containing complete project details concerning the Permit is Carlsbad at 2075 Las Palmas Drive, Carlsbad, California. located in the office of the Planning Department of the City of the Property at times reasonably acceptable to Owner to ascertain whether the restrictions referenced herein are being observed. 4. Riaht of Entry. The City's agent may enter onto authorization by the Owner, whether written or oral, which uses or would cause to be used or would permit use of the Property contrary to the terms of this Deed Restriction, will be deemed a violation and a breach hereof. The City and Owner may pursue any and all available legal and/or equitable remedies to enforce the terms and conditions of this Deed Restriction. 5. Remedies. Any act, conveyance, contract, or 2 Restri ction 6. Modification or Termination. This Deed the expiration of its term without the prior approval of the Planning Director, Planning Commission or City Council of the shall not be amended, modified or terminated prior to city. Dated:.ranrlary 1 <: 1991 OWNER : AVIARA LAND ASSOCIATES LIMITED PARTNERSHIP, a Delaware limited partnership By: Aviara Land Company, a Ih Name: D. L .wlemens BY: Republic Development Company, a California corporatio general partner ;)1 Title: hi re mnt . 3 .. . . _. STATE OF CALIFORNIA 1 On JAQUNJ I5 , before me, the undersigned, Public in and for said State, personally appeared .D..!.. : to son who executed the personally known to me within instrument s the JodJ e. $AC VICC and fUJ& I personally known to me -to be the person who executed the within instrument as the VIL~ Prcs I DF~ T Aviara Land Company, a Delaware corporation, the corporation that executed the within instrument on behalf of Aviara Land Associates Limited Partnership, a Delaware limited partnership, the partnership that executed the within instrument, and acknowledged to me that such corporation executed the same as such partner and that such partnership executed the same. Of , of official seal. ClGV (9 WE@ Notary Public STATE OF CALIFORNIA On 4nt~Ar~ 16 , before me, the undersigned, a Notary Public in and for said State, personally appeared . .< Meds personally known to me-’ tu A,.~ t*e- -basis 01 within ins rument as the I/IL G Qres(Dg9 7 and JoxJ fRLfUd& personally known to me “t- to be the person who executed the I ~LG Pr:Cs,aG@r to b the person who executed the within Development Company, a California corporation, the corporation that executed the within instrument on behalf of Aviara Land Associates Limited Partnership, a Delaware limited partnership, the partnership that executed the within instrument, and acknowledged to me that such corporation executed the same as such partner and that such ‘partnership executed the same. , of Republic WITNESS my hand and official seal. .-..e 3SM:I:\P~RII\3SM\3SMD2~.WP5:011191 4 -. . .. . . CITY ACKNOWLEDGEMENT This is to certify that the Deed Restriction set forth above is hereby acknowledged by the undersigned officer on behalf of Carlsbad Planning Commission when it adopted Resolution No. 3160 the City of Carlsbad pursuant to authority conferred 6y the approving CUP 90-7 on November 7, 1990, and the City of Carlsbad consents to recordation of this Deed Restriction by its duly authorized officer. Dated: STATE OF CALIFORNIA 1 COUNTY OF ) ss. 1 On Public in and for said State, personally appeared the basis of satisfactory evidence to be the person who executed , personally known to me or proved to me on Carlsbad, a municipal corporation of the State of California, and the within instrument as the of the City of acknowledged to me that the City of Carlsbad executed it. , before me, the undersigned, a Notary WITNESS my hand and official seal. Notary Public . . ISGAL DESCRIPTION ? 12/31/90(JS) 310,2*sv INFOLT INFORMATION CENTER LOT San Bernardino Meridian, in the City of Carlsbad, County of That portion of Section 27, Township 12 South, Range 4 West, San Diego, State of California according to Official Plat thereof, being more particularly described as follows: . commencing at the centerline intersection of Alga Road and Blackrail Court as shown on City of Carlsbad Tract 85-35, Aviara - Phase I - Unit eE", Map No. 12413 filed in the office of the County Recorder of said San Diego County, June 29, 1989: thence leaving said centerline intersection North right-of-way of said Alga Road as described and dedicated per 30'1380011 East, 51.00 feet to a point on the Northerly deed recorded June 29, 1989 as File No. 89-345765: thence the TRUE POINT OP BEGINNING: said point also being a point of along said right-of-way South 59*478001* East, 53.90 feet to cusp with a 20.00 foot radius curve concave to the East a radial line to said point bears South 30*13'00t1 West: thence of said curve through a central angle of 88'52833tt a distance leaving said Northerly right-of-way Northerly along the arc radius curve.concave to the West, a radial line to said point of 31.02 feet, to the beginning of a reverse 534.00 foot bears South 60*5482711 East: thence Northerly along the arc of said curve through a central angle of 29'07858*1 a distance of -.. point on the .Northerly boundary line as shown on Record of 271.52 feet: thence North 00*028251s West, 187.80 feet to a Survey Map No. 10774 filed in the office of the County Recorder of said San Diego County October 30, 1986 as File No. 86-494180: thence leaving said Northerly boundary line West, 323.55 feet to a point on said Northerly right-of-way South 47'56'19" East, 569.39 feet: thence South 30'1380011 right-of-way line North. 59'47'0Ot9 West, 370.00 feet to the line of said Alga Road: thence along said Northerly TRUE POINT OF BEGINNING. The hereinabove described parcel contains 3.7851 acres of land, more or less. Prepared by: - M-9/ Registration Expires: 12/31/92 Dale A. Davis L.S. 5894 EXHIBIT "A" 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of Carlsbab FIRE DEPARTMENT ~. PLAN CHECK REPORT PAGE 1 OF1 I DlSAPPRoVED 1 PLAN CHECK# APPROVAL OF PLANS is PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS ANDIOR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS - 1. Provlde one copy of: floor plan(s); slte plan; sheets - 2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. ~ 3. Provide speclficatlons for the following: - 4. Permits are required for the installation of all fire protectlon systems (sprinklers, stand pipes, dry chemical, halon, COI, alarms, hydrants). Pian must be approved by the fire department prior to installation. - 5. The buslness owner shall complete a building information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT - 8. The following flre protection systems are required: 0 Automatlc flre sprinklers (Design Criteria: 0 Dry Chemical, Halon, CO~(Location: 0 Stand Plpes (Type: 0 Fire,4$arm (TypelLocation: 7. Fire Extinguisher Requirements: ) ) ) 1 XOne 2A rated ABC extinguisher for each C) sq. ft. or portion thereof with a travel dlstance to the nearest Anextlngulsherwith a mlnlnGiEZing of extingulsher not to exceed 75 feet of travel. to be located: 0 Other: 8. Addltionai fire hydrant(@ shall be provided f-i<:, i’=-f< i’ I w I I &‘k..<J,. I Ls EXITS ”d- 9. Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. %lo. A sign stating, ‘I This door to remain unlocked during business hours” shall be placed above the main exit onb -11. EXIT signs (6” x %” letters) shall be placed over ail requlred exlks and directional signs located as necessary to GENERAL -12. Storage, dispensing or use of any flammable or combustlble iiquids, flammable iiqulds, 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 ing is to be done, comply wit sand 6 feet for tires, plastics and some flammable iiqulds. If high stock pii- rm Flre Code, Article 01. doors clearly indicate the location of exit doors. -14. Additional Requlrements.