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Home My WebLink About1824 MARRON RD; 110 | 112; CB920303; Permit* . . . ;•' \V. .V V. V - - - .. *_ V V - '. • B U IL D I N G P E RM IT , .' . Permit No: CB920303 05/29/92 13 22 - Project No A9200765 - Page .1 df 1 . Development No: Job Address: '1824 MARROW RD Suite: - -. Permit Type: COMMERCIAL TENANT IMPROVEMENT '. - 7855 05/29/72 0001 01 02 ParceLVNo: Lo€#: V.' C-PRMT 13168.00 Valuation.: 320,526 • V - Construction-'Type': VN Occupancy Group: B24 : . Reference#: V Status: ISSUED Description: 15062SF RETAIL KIDS R US '.. V.: - Applied: O3/23/92 V • V. V• Apr/Issue: 05/29/92 Validated By DC Appl/Ownr :,HUGHES NORTH-COUNTY ASSOC. 714 683-4776 V V TWO CORPORATE -PLAZA V NEWPORT,BEACH;, CA 2 60 V V ** Fees Requiredi *epCol ted & Credits ------------------ V --- Fees: - 14, /3. 00' 0 _( V • V Adjustments: . .00 V To s:\ .00 • V Tota-l'Feés: 1 ,6 -. 0 Ti- ymr : 1,445.00 V V V V V Balan e'b e: 13,168.00 .Plan Check ~0 918'06 INCORPORATED (FiD rid) V 1952 c- i 74.00 * '* BUILDING. TOTAL 4 \\.r . 14058.00 VV • Enter "Y' for-,Plumbing. -sc(e4F'? > V 7.5.0 Y '. V V EacliPlumbiñgFixturéor a Of '1 • 2.50 V 27 .5,0 V Each Building Sewr.- .. (> V . 1 6.50 V 6.50 - V V • 'Each RoofVTh'rain V - > 1 2.5O 2:50 V .* PLUMBING 'TOTAL V V V 01 V 44.00 , Enter 'Y"'fOr Electric Issue Fee > 0 10.00Y Three 'Phase, Per- AMP V V V V 800 .' .50 400.00 - * ELECTRICAL TOTAL 0 410.00 Enter Y for Mechanical Issue Fee> 0 15.00 1 Install Furn/Ducts > 9 .9 .,00 81 00 Each Install/Reloc Appliance Vent > . - 4.50 4.50-. MECHANICAL VTOTAL. - •' • V 0 ' V - 101• 00 * kV V - S ' • V V • V - 'V ' •V, - * 4._ •,t • 4 - V V V •.V5V 'V V V*V , •''* V V V V V •4V - . •• V V V .1 / * •' CITY OF CARL SBAD ' 2075 Las Palmas Dr.,Carlsbad CA 92009 (619) 438-1161 * V - V * • V - 5VV - S VV4 V • •V 4' V V - V • . tV • V - .14 4 • V S • V S - V . • S -. * V V • - V 'V - V • 5 ' * . V . -• APPLICATION S City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ., S - - "I •- I. rwyvui lire. - - A -64 LI New Building Li Tenant Improvement - B- 0 Industrial [3 New Building [3 Tenant Improvement -. C 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical [3 Pool 0 Spa '0 Retaining Wall [3 Solar [3 other PLAN CHECK NO. EST.VAL___________ PLAN CK DEPOSIT___________ VALID: BY____________________ DATE C-PRMT 1445.00 2. PROJECT INFORMATION- .'. . I FOR OFFICE USE ONLY Address /24 1) Building or Suite No. Nearest Cross Street LEGAL DESCRIPTION Lot No. Subdivision Name/Number . Unit No. Phase No. t Cli1I( BELOW IF SUBMITTED: - 12'2 Energy Calm Structural Calcs 02 Soils Reoort 0 1 Addressed Envelot,e DESC W ' Z° yr 'SQ:FI'. f V 5 # OF STORIES ( 3 WN!AL N (II different from applicant) NAME ADDRESS 5t7G HOLus7_ _A- /'5 CITY /17 ' STATE ('A ZIP CODE 73/1/ DAYTLEPHONE(S)€3-_'*77 ,..i APPUCA!tt UCbN1TLkOR DAGN'1OR CONTRACTOIi IJ OWNER J AGENT FOR OWNk- NAME ADDRESS h2jjs7€& Azi- /52 CI1YS6.t'IT &0,69.0, STATE CA ZIP CODE DAY TELEPHONE (g) ( 477 FRUPWIT OWNER NAME/)iIS fJ CôVi.i'TT A'5SCADDRESS y&O ao'4 r 'c:dA* 25 CITY tJ C-0 p1ba. 4&ISTATE ZIP CODE I 4&CDAY TELEPHONE 6 NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE - STATE LIC. # LICENSE CLASS , CITY BUSINESS LIC. # . . DESIGNER NAME , ADDRESS 105Y7 Mkr51J J,C) CITY S7- L) - STATE /t4 ZIP CODE ( DAY TELEPH0Ng1-2 g.J-//,0STATE LIC. # Cf q WORKERS' (DMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, ora certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY . .. . -. POLICY NO. . EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. . . SIGNATURE - .DATE OWNER-BUILDER DECLARATION . . ,. Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 1, as owner of the property or my employees with wages as their sole compensation, will do the'work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended - or offered for sale If, however, the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale.). - - - - I, as owner of the property, am exclusively contracting with licensed contractors ti construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). lam exempt under. Section ' Business and Professidns Code for this reason:, (Sec. 70315 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter.9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit -' subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE - . - DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and: prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - DYES - -ONO Is the applicant or future building occupant required-to obtain a permit from the air-pollution control district or air quality management district? ,, S . .,., DYES - .•DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? .0 .YES ONO . - . -- - IF ANY OFS.ThE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCXUPANCY MAY NOT BE ISSUED AFFER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. WNSTRUCI1ON LENDING AGENCY - - S S - I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). , LENDER'S NAME ' LENDER'S ADDRESS SAPPUCANT CERTIFICA11ON , 4 5 5 I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws, relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection. purposes., I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARlSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. - OSHA. An OSHA permit is required for excavations over 5'01' deep and demolition or construction of structures over 3 stones in height Expiratiod: Every permit issued by the Building Official indei the provisions of this Code shall expire by limitation and become null and void if th, building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspend r abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform uildin Code) APPLICANT S77 DATE: 43%5 TE: File YELLOW: Applicant PINK Finance 4 - . - 4 ., : -. - : -, -SEWER PERMIT ',. 04/07/92 13:35 S . Permit No: SE920025 Page 1-of .1 •. Bldg PlanCk#:..CB92003 Job -Address:.1824 MARRON RD Permit Type: SEWER - OFFICE/WAREHOUSE Parcel No.: Description: 15062 SFRETAIL KIDS- R- US Status: APPROVED Applied: 04/07/92 Apr/Issue: 04/07/92 .Permjtee: HUGHES NORTH -COUNTY- ASSOC. 714 683-4776 Expired: TWO CORPORATE PLAZA - , - Prepared By: DC NEWPORT BEACH, CA 92660.- -- : *** Fees Required *** Fees Collected & Credits Fees 20900 4 Adjustments: - .00 Total . Cred:its: , • . 0:0 Total Fees: . 209.00 : Total Payments: .00 - •. - • Balance Due: . 2.09.00. Fee description Units Fee/Unit Ext fee Data Enter Office Scfuare Footage > 240 13 Total EDUs .13 - Sewer Fee - . . - - -- .2.09.00 Enter Sewer EDUs and Benefit Area '> 13 . • - N/A *'SEWER-, TOTAL / . ,- .• . 209.00 - S . - • 7. 5- 5_ LA 0— Coa - -. - .*-•• - .• . 4 . - T - S7z( (c c4 j. ç - I . CITY OF CARLSBAD I • ..INSPECTION REQUEST PERMIT# CB920303 FOR 07/07/92 ',,INSPECTOR-AREA MP' DESCRIPTION.: 15062 SF RETAIL KIDS R US - PLANCK# CB920303 '0CC GRP B2 TYPE: CTI '.." - CONSTR. TYPE VN JOB ADDRESS: 1824 MARRON RD, STR:** FL:**** STE: 110/112 APPLICANT:,,,HUGHES NORTH COUNTY ASSOC. .PHONE::714' 683-4776 CONTRACTOR PHONE OWNER: . PHONE: REMARKS MM/MIKE/434-6092 INSPECTOR SPECIAL INSTRUCT: 1ST THING IN AN PLEASE TOTAL TIME:- -RELATED PERMITS-- ' PERNIT# TYPE .' STATUS' - . AS920039 ASTI- ISSUED: ... CB920620 -CTI ISSUED 4 • CD LVL DESCRIPTION ACT COMMENTS 14 -STFraine/Stée1/Bolting/We1dIng- 24 PL Roügh/Topout . 4 fAc.J' c' 34 EL Rough Electric 44 ME `Rough/Ducts/Dampers" _J• ______________________________ - - - . 4- 4 ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 062992 Interior Lath/Drywall AR TP WALLS .. . 062992 Grout AP TP 3RD LIFT 062292. Grout . AP MP: 061892 Frame/Steel/Bolting/Welding, AP- TP BATHROOMS 061892 Interi6r Lath/Drywall AP TP -DM & WALLS 061892 -Rough/Topout . .- - .. AP TP BATHROOMS . ...- - 061892 -Rough Electric NR TP 06-1892 Footing ,NR TP •, ' . ., - .. 061692 Footing . .- AP TP .4 STEMWALL4 &, SLAB & RAMP SLAB 061192 Frame/Steei/Bblting/Welding ..PA MP . OK TO ROCK BACK & WESTWALL 061192. Rough-',Electric'.., .. PA 'MP SEE JOBCARD .- 4 061192 -Grout .• - • AP MP',-'. - OK TO GROUT 1ST LIFT/RAMP, 060892 Ftg/Foundation/Piers *. AP MP PENDING APPROVALS 060892 Underground/Under Floo AP MP .60492.,Underground/Under Floor ..AP.--MP • PENDING--REVISIONS -4.. 4.. - •1. . . . . 4 -. - .4 - .' - -• - ' - - 7- . ., .4. • . . . - - - -- - -. .4-' 4_•_..• -- ..:-._.: ,..,. - .. • - - , . - - •- - - 4 . - . - - - . -.. 4 - - - 4 . -• 4-- . .- - - 4 . . - -L - . - . I . 4 • - . RECEIVEDJL'24 FINAL BUILDING INSPECTION .. 2 4 - 4 . DEPT: BUILDING .- ENGIEERINGfRE3 PLANNING UJM WATER PLAN CHECK# CB920303 DATE 07/22/92 PERNIT# • CB920303 PERMIT TYPE CTI PROJECT NAME 15062 SF RETAIL KIDS R US ADDRESS zit CONTACT PERSON/PHONE# MIKE M./.434-6092 SEWER DIST WATER DIST 4 . 45 INSPECTED . - -'- DATE BY INSPECTED:- APPROVED DISAPPROVED INSPECTED S DATE BY t INSPECTED:' APPROVED DISAPPROVED - 44• 5, - INSPECTED 4. DATE 4 BY:' INSPECTED APPROVED.. DISAPPROVED - COMMENTS ............ . ... ..... . • 4. . 5 5 54 4 - 44 . S - •J 4 - .4 .5 - .4 , 4 . - 4•• . 44 4, . - . - . ,.•_. S . * .5 , . •k - S - - 7 4 . 5 S ,4 • - 4 . . ..• - ': . -. -4 , • 4 - - '4-4 - 445w - •, - 44 * 4 - - (I - -5 S 5.- 5_ • . -, - 4, 5 . . - S - . S • . 4 - - ., - S • . - . S • I 5'; - -• 1 ' - - . . S 5- - - S - • - V . S -. ' : . - • 4 - • . • - . .- - - • . -'' - .5 •1 - -* 4 - S •• .• -S ?(RVICE SPECIAL INSPECTION REGISTERED INSPICTOIS WEEKLY REPORT I NO. 2/J/ I :::::' , COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 RE INVOICED CONCRETE D PR(.STRESSIO CONCRETE Q..SREINFORCED MASONRY STRUCT. STEEL ASSEMBLY 0 GLUE • L. FAIR ICAT ION 0 REINFORCED GYPSUM 0 OTHER 0 PILE DRIVING JOS LOOmIS. - . i ii SUIDINS PRIMlY NUMSIS J 9.?-3J Pi.AN P11.1 NUMOS S 1 owwcmom PIOJICY was .. AICHITICY CONSTI.MAYL.. ITYPIL 4MADC, RTC.) 041411111IN SYIDISYW SOI.,ICI em a.Sm. lwslwCgm DISCUISE MAY .IMIS DIISION.mE.s GRADE S UPSI.. WELD.moD. etc., - ewcNA. CONTRACTOR 5 LZ CON Tm. OOING NE OltlD POlk 14L.I1/ LAS. licci VING S YES ING CONSYN. MAYL. SAMPLES INSPH. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS, PROGRESS. REMARKS, ETC. INCLUDES 14P01MA110N *SOUT - AMOUNTS OF MAytmial. .L. ACED 01 PolK •ElP0IMEO NuMSER. TYPE. S CENT. NOS. OF TEST SAMPLES TAKEN1 ITIUCY. CONNECTIONS 4 WCLOSOAADC. N.Y. SOLTS YONQUEDI CHECKEO ETC. -_• /( /j? Q 2' /t /6,4______ xv•-- . _••.J fV 4/( .:( Fá Afr -- ____ Au I yeh 5e/ bc A;14 ______ .'.• 1u . rr/ 7?.' T'Q ):.2ç - /1. I- / .•. -' . . /t ,) Southern Californi? Soil & Testing, Inc. 62011111IYERDAt1 IT.. P.O. ION 20127 IAN DIESO. CALIF 12120. PHONE 210.4121 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. £.. GNaTuscor/mcG.St(ItR . asPccToa DATE OF .cpp., REGISTER NUMSER SPECIAL INSPECTION SERVICE - REGISTERED INSPECTOR'S WEEKLY REPORT . IN0.\\ ~ --' 31 ;::: 0 '' .. .... .. ' '5....... COVERING NOSE PERFORMED 0 NE INFONCED CONCRETE WHICH SEQUINED APPROVAL y 0 PRE-STRESSED CON RET( THE SPECIAL INSPECTOR Ø Q'INFOIICED sv 0 STRUCT. STEEL ASSEMBLY 0 GLuE. LAM. FARM ICAT ION REINFORCED GYPSUM 0 OTHER 0 PILE DRIVING jos Loosest Ro R., C SUILOING PERMIT NUMStN - PLAN .ILK suustS OWNeROS PSOJtCY NAIaE - _________________________ CONSTR. MATL. 4 TV09. GRACE. 9TC-1 0534N •ym44tw 10usd OS Mr0S. eNGINEER / DEICRISI uAtt.. lUll DESIGN.st. GRADE I UPOR.. *tLD.ROO. ETC.) GENERAL CONTRACTOR CONYR. DOING sEPOstEoOSk cu A\ CLR LAS. RECEIVING ITE1YING CONS?.. UA1L. IAUPL(S INSPN. DATE LOCATIONS OF WORK. INSPECT ED, TEST SAMPLES TAKEN WORK REJECTED. JOB PROBLEMS. PROGRESS, REMARKS. ETC. INCLUOZI INrORATION ASOUT - AMOUN TI O MATERIAL PLACED OR WORK PtSPORMto NUMSER. TYPE. I DENT. NO'S. OF TEST SAMPLES TAKEN ITRUCT. CONNECTIONS WELDS MADE. A.T. DOLTS TONGUED) CHECKE03 ETC. ____ ..; • I / L) \ f . jjzi J'sv—..-'\(O. (- L 44 Southern Cali fornLJoil & Testing, Inc. 5210 NIVERDALE ST., P.O. 50* 20127 SAN DIEGO, CALIF 52120 - PHONE 210.4321 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO SI GNATURE Or uEGl(O INSPECTOR COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. OAtC Or REPORT REGISTER NUMSER CASCO CORPORATION Deäember 17, 1991 •. of CASCO Ltd. Mr. Carter Darnell Community Development Center 2075 Las Palmas Drive Carlsbad, CA 92009 L9 / Re. Kids "R" Us 1824 Marron Road Carlsbad, CA .. .. Plan Check No. 91-1584 Dear Mr. Darnell, 0 0 0 This is a réquést for exemption from compliance with the State of California Title 24 handicap provisions in regards to the proposed ramp at the abôv'ê rCferénced project. This ramp is solely intended to be used as a transition between the receiving area and the pre-sales area; It does not serve a path of travel or an exit. 0 0 0 Kids "R" Us uses a railéx garment handling system. A telescoping arm extends into the back of the truck and the clothes, which are hanging in the truck, slide along the rails to the storage area. The currently poposed ramp has a 1:10 slope (10%) and if the slope is revised to 1:12 (8%) to meet handicap requirements, it will impact the size of the pre-sales area and will necessitate the redesign of the 'ailexgàrment handling system as well as the 0 entire operational procedures of this store. Equivalent receiving facilities 000 0 0 0 0 are provided at the bottom of theraznp. 0 Pléàse find enclosed Drawing Fl which may help to illustrate how the railex system works. 0 0 0 0 0 If you have any further questions regarding this, please don't hesitate 0 to contact me. You consideration of this matter is greatly appreciated. 0 0 0 •• 0 0 Sincerely, / 0 / 0 0 CASCO CORPORATION 0 0 0•• 00 0 0 0• •0 • 0 • 0 0 • H Mary auder : . /pd ltrmes.d17 •• •0 Project Manager 0 •0 0 0 0 - -. Enclosure •• 0 0 •• •• 0 0 •• cc: Jim Brendle, TRU - Paaus, NJ 0 0 0 PLM, JWB 0 0 File 41749 0 0 0 0 10877 Watson Road • St. Louis, Missuri 63127 0 (31 FAX (314) 821-4162 ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 3 ?. . RtURIS C NT TI JURISDICTION: CA'JcSAD DPLAN CHECKER FILE COPY PLAN CHECK NO: SET: TJI PUPS f_jDESIGNER PROJECT. ADDRESS: PROJECT NAME: _".".JZ . The plans transmitted herewith have been corrected where L1!J necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building. department staff. . . . The plans traPsmitted herewith have significant deficiencies .. identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to return to. the applicantcontact person. The applicant's copy of the check list has been sent to: IM.Esgil staff did not advise the applicant contact person that plan check has been completed. D Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date -contacted: Telephone # REMARKS: By:ôJffl) V A Enclosures: ESGIL CO1PORATON ED GA .ECM APPLICANT DICT PLAN CHEC FILE COPY UPS DESIGNER — •._#,s_ '" .'. - ,. ';•,-'. -:.— . •.'. . .. . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5661468 DATE: 412Z JURISDICTION: CARLPAO PLAN CHECK NO: SET: PROJECT ADDRESS:___________________ PROJECT NAME: F" E] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. S The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- des identified . are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identifiedon the enclOsed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is, for your information. (UJ 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: 4ARY .,4Lil S S HoL/ST Esgil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check.has been completed. Person contacted: Date contacted: Telephone # S D REMARKS: By: T,AIIP Enclosures: ESGIL CORPORATION EGA SCM PLAN CN PLAN Nt: 9 Z 363 __ (LENADANEX PLAN (X: 0 0 AJcr?c.' HOrL,1.d (O4AJ /?oss) 7ii /S N0- A,o,(9c.i4rtc 71 Iavae- __I cA?1_7-1 ?icj1cco $fr?J3 1,44 I.-' a . A. Z4,16a 7' 1-') 4 C i C --- -. .- - zx PLAH,, CO P/Z: r:____ FIA? CHUCK MENDENHALL r:4 i2i 92 i1' Ve1A 'yaj I itt TiftL 0 to 0~- 0*- 'Now MMM~~ NOW I --- ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123• (619)560-1468 DATE :iç/ z AP / JURISDtTI JURISDICTION: CARLSBAD ' P A CHECKER OFILE COPY PLAN CHECK NO: 'q-.. 3O. SET: .1 Cl-UPS ODESIGNER PROJECT' ADDRESS:' /'4. RD ' PROJECT 'NAME':' k±oc %'S, " Li S fl he plans transmitted herewith .have been corrected where , necessary and substantially comply with the jurisdiction's building codes. 'The -plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies, identified ' are resolved and checked by building department'staff. D The plans transmitted 'herewith have significant deficiencies ' identified on the enclosed,check list and should becorrected ' and. resubmitted for a complete recheck. The check list transmitted herewith is- for your information. 11P1 The ,plans are being held 'at .Esgil Corp.' until 'corrected ,plans are submitted forrecheck. n The applicant' 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 57 Ho/S7-E' AV SAIIT 9ii! 'Esgil staff did not advise the appl'ican't-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:_' 'Enclosures: ESGIL CORPORATION i/ GA CM. . ' ... PLAN CORRECTION SHEET PLAN NO. Date plans received by jurisdiction: JURISDICTION: CARLSBAD Date plans received by Esgil Corporation: To 4ARY SAtJOER 3 /24 S 7 ' 06WS T4=_-k Date initial plan check completed A RrIxyp 4 By i)/IID /AO PROJECT DATA Applicant contact person: .fr1AR co1J1)EP Tel'. FOREWORD: PLEASE READ Plan check is limited to technical requirements coitainGd in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check' is based on regulations enforced by the Building 'Inspection Department. You may have other corrections based on laws and ordinances enforced .by the Planning. Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the,1988 UBC. The circled items listed need clarification, modific.ation or change. All items must be satisfied before the:plans' will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not, permit the violation of any 'state, county or city law. To speed up the 'recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan 'sheet, specification, etc. Be sure to enclose 'the marked up list when you submit the revised plans. —a BUILDING USE: TYPE OF CONSTRUCTION: 1rzL ACTUAL AREA: ___i&7 _,r,°4'2 ALLOWABLE AREA: 8000 iC 3 .z4 000 STORIES: SPRINKLERS: )4S OCCUPANT LOAD:7. RIkRKS:. M)TK PALE NU?GWS ARE NOT IN SEQUENCE AS PAM BAVINO NO I NEEDING (X)RRIONS WERE DELEXEDi LIST NO.. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC I' 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and, any original plan sets that may have been returned to you by the jurisdiction,,to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for ,the.preparatiori: of the plans... Section 302(d).. . . . . . Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. /5. Plans and calculations shall be signed by the I California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal,. date of license expiration and date plans are signed. Business and Professions' Code. Provide the-correct address and suite number of tenant space on.the plans. Section 302(d). j. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the #character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. 4. . UBC:-Section 304 requires . the-Building Official to. determine the total value of all construction work proposed under this permit. The value 'shall include all: finish work, painting, roofing, electrical, plumbing,' heating, air conditioning, elevator, . 'fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. S Provide a plot plan showing the distance from the building to the property lines, and the location of tenant space (or remodel) within the building. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored. and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9B. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to . identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number . of. control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. ]A. The aggregate quantity of any hazardous / materials "in use", and "in storage" shall not 'exceed the quantity listed in Tables 9-A and 9-B for "storage". FOotnotes 2 and 3, Tables 9-A and 9-B. ]4. Provide a statement on the Title Sheet of the / plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 NEC. 'i4. Provide a fully dimensioned floor plan showing I ' the size and use of all rooms or areas within the space being improved or altered. Draw the plans 'to scale and . indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls,'shafts or rated corridors. Identify .and provide construction details.for proposed new fire rated walls. 2 Specify on the plans 'the fire ratings of / 'assemblies' to protect proposed openings in existing or new fire walls. 'I. /3. '7/10/91 . ' , ' . 2 Identify existing. walls to be removed, existing .. In buildings having floors and roofs of wood / walls to remain and proposed new walls. I frame construction, other than dwelling or Identify bearing walls, non-bearing walls, and hotel occupancies, draft stop the area between shear walls, the 'ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no 23. Provide a section view of all new interior horizontal dimension exceeds 60 L.F. (if space partitions. Show: has sprinklers, then 3,000 s.f. and 100 L.F.). (a 'Type, size and spacing of studs. Indicate / Section 2516(f). gauge for metal studs. Specify ,t8. In buildings having floors and roofs of wood manufacturer and approval number or '/ frame construction, other than dwelling or indicate "to be ICB0 approved". , (b) Method of attaching top and bottom plates hotel occupancies, draft stop the area between the ceiling and roof above that ,so no to structure. (NOTE: Top of partition " concealed space exceeds 3,000 s.f. and no must be secured to roof or floor framing, ' horizontal 'dimension exceeds 60 L.F. (if space unless suspended ceiling has been designed has sprinklers, then 9,000 s.f. and 100 L..F.). / for partition, lateral, load). '47j'2. F Wall ' Section 2516(f). ' sheathing material and details' of , attachment ' (size and spacing of '9. 'Storage areas exceeding 1000' sq. ft. in ,fasteners). ' ' '' / connection with' wholesale or retail sales 0 ShOw height of partition and suspended shall be separated from the public area by a ceiling, and height from floor to roof one-hour ,occupancy separation. If the entire framing or floor framing.' building-has an automatic sprinkler system, ' ' then the occupancy separation need not be !4• Provide notes and/or details to show that the provided. floor and wall finish in toilet rooms are / surfaced with a smooth hard' non-absorbent 0. An automatic sprinkler system shall be material extending five inches up the wall. .1 installed in rooms used by the' occupants for Similar surfacing shall be provided on the , the consumption of alcohol and in accessory walls from the floor to a height of 4 feet uses where the total area of such unseparated around urinals and within water closet rooms and assembly uses exceeds 5000 square compartments. Section 510(b). feet. Section 3802(c). 25. Note on the plans: "All interior finishes must /1. The tenant space ,and 'new 'and/or existing comply with Chapter 42 of the IJBC". Specify / facilities serving the remodeled area must be "Class _flame spread rating (minimum) accessible to and functional for the , for , ." ' physically disabled. 'See ,the attached , ' correction sheet. Title'21e, Part 2. /6. 'Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where 'ceiling is ?2., The width Jof the required level area on the not supporting interior partitions, ceiling / side into which' doors swing shall extend 24 bracing shall be provided by four No. 12 gauge, / inches past the strike edge for exterior doors wires secured to the main runner within 2 and, 18 inches past the strike edge for inches of the cross runner intersection and interior doors. Section 2-3304, Title 24. splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the /3. Specify lever-type hardware for passage dOors ceiling. A strut (adequate to resist the on floors accessible to the disabled. 'Section vertical' component from lateral loads) fastened, ' , 2-3304, Title 24. to the main runner shall ,be extended, to and fastened to the structural members 'of the roof 4. If both sexes will be employed and the number or floor above. ' These horizontal restraint / , of employees exceeds four, provide separate points shall be placed 12 feet o.c. ' in both - I toilet facilities for men and women. If "both 'directions with' the first point within 6 'feet ' sexes will be employed and the total number of of each wall. Attachment of restraint wires to, , employees will not exceed four", and only one the structure above shall be adequate for the restroom is 'provided, note the words in load imposed. UBC Standard 47-18. , '.' quotation above on .the floor plan. Section 705. , 4. In areas where the occupant load exceeds I two exits are required. See_________________ Table 33-A. 2/15/90 ' ' ' ' ' 3 Provide an exit analysis plan (may be 8 1/2" x' / 11" or any convenient size). 3)$. Exits should havea minimum separation of one: / half the maximum overall diagonal dimension of the building or area served. Section 3303(c). /8. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). - 4 . Rooms with more than 10 occupants may have one / exit through one adjoining room. Revise exits to comply. Section 3303(e). jO. Exit signs are required for exits serving an / occupant load exceeding 49. Show all required. exit sign locations. Section 3314(a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path Of travel from the remodel area to the existing exits. Note on the plans: "All exits, are to be openable from inside without theuse of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a - sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED - DURING BUSINESS HOURS". - This signage is only allowed at the main exit. Section 3304(c). 44. 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). Exit doors should swing in- the direction of 7 , egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303(b). Applies to door(s)_________ Regardless of occupant load, a floor or landing / - not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access).' Section- 304(i). 19< Doors should not', project more than 7 inches - / into the required corridor width when fully' opened, nor more than one-half of the required - corridor width when in any position.' Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the -occupant load exceeds 9 or the exit door serves .a hazardous area. Section 3304(h). 4/. 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. jo Double acting doors are not 'allowed when I serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke, and draft control assemblies or when equipped with panic hardware. Section 3304(b). 4. Corridors must provide 'continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms 'constructed as required for corridors are not considered intervening rooms. Section. 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 10 occupants must be a minimum of 36 inches in width: Section 3305(b). 53'. When two exits are required, dead end corridors 'and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall' / have walls and -ceilings of one-hour construction except: Corridors greater 'than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of ' exterior exit balconies. C. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are -- installed within the corridor in ,accordance with their listing. Section 3305 (g). - Section 3305(g), Exception 5, cannot be used for non-rated corridors-in a fully sprinklered office space if. the occupant load in the space exceeds 100. (6- Section- 3305(g), Exception 5 does not apply to coon corridors where -the corridor serves as an ,exit for non-office areas (manufacturing, - warehouse, etc.). 2/14/90 ' ' ' ' 4 ' - 1' Section 3305(g), Exception 5 is applicable only / for corridors on one floor; the corridors on / the lower level(s) must be rated if these lower corridors have openings into them from other levels. s4. If' non-rated corridors are used per Section / 3305(g), Exc. 5, provide a reference to the I corridors on the floor plan, noting: Corridors are non-rated per Section 3305(g), Exception 5. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system.' Smoke detectors shall be maximum 30' on center. Power supply shall be dedicated branch -circuit. Circuit disconnecting means shall be accessible only to authorized personnel and sh.all be clearly marked EiE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant •space utilizes Section 3305(g), Exception 5, -then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor wall. Clearly show where the non-rated corridor system terminates and a rated corridor-system commences. One-hour fire-rated corridors shall have door openings- protected by tight-fitting smoke and draft control -assemblies rated -20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b). Doors shall be '-gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section-33 ' 05(h). - - 62 - Show- rated corridors, lobbies, reception or foyers cross-hatched on-the floor plans. ç(3. Total area of all openings, exceptdoors, in / any portion of an interior corridor, shall not 7. exceed 25 percent of the area of the corridor wall of the room which it is separating from - the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick 'wired glass installed in steel frames. Section 3305(h). /4. Provide a complete architectural section of the corridor, or exterior exit balcony, showing' all fire-resistive materials and details of construction for all floors, walls, - ceiling - and - ,all -penetrations. Section --3305(g). Show'the location of fire dampers. Provide fire dampers at duct penetrations of fire- -rated occupancy and area separations, shafts and. corridor walls and ceilings. Section 4306(j). . 66 If a room -with an exhaust fan has a door opening into a rated corridor, show -how make- -- - up -air will be provided to the room. The door - cannot be. - undercut, nor -'can a louver in the door be provided. Section 3305(h)l. -17 /'c4Jc If building exceeds two stories '-and has an elevator opening into a rated corridor, show -how the smoke and draft control provision of Section 3305(h) will be met. Either provide a - separated elevator lobby or a second door at - - the elevator entry meeting the provision. 6% If a second door is provided at the elevator / entry, note that it will be readily openable " from the car side without a key, tool or special knowledge- or effort. Section 5106. Provide evidence of Health Department approval -/ (for restaurants or for tenants using X-ray equipment). 76. When nonflaimnable supply'cylinders,for medical gas systems are located inside buildings, they - shall be in a separate room or enclosure - separated from the rest of the building by not less than one-hour fire-resistive construction. 'Doors to the room or enclosure shall be self-closing smoke- and draft-control assemblies having a fire-protection rating of not less thaii one hour. Rooms shall have at least one exterior-wall in which there are not less than two vents of not' less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches,of the ceiling. When -an exterior wall - cannot be provided, for the room, automatic sprinklers shall be installed within the room and the room shall be ,vented ,to the exterior through ducting contained within a one-hour- rated' shaft enclosure. Approved mechanical ventilation shall provide six air changes per hour for the room. Section 702(b)4.' - 6/13/90 - ' - 5 - 'LrRICAL Submit plan showing location of all panels. ,r( Submit panels schedules. Submit electrical load calculations Indicate existing main service-size. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method, i.e. ET, metal flex. Sh "' Gigne--n he-all esitvri eel Iighng pl(s)- As per Section 3313 and 3314 of the 1988 UBC,. provide two sources of power to exit signs an&ouit illinaton 79 Provide eceptacle(s)ithin 25' of HVAC units. UMC Section 509. ' Provide multiple switch lighting controls er Title 26, 5319. S4U) HOW l-cWTIL C ' . EX..ED ')2.. U.3 P UOJJ Provide an electrical plan for the alarm system showing compliance with criteria described under earlier rrection number 58. MECHANICAL 8aLu3 Provii8e6 drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P& I valve on water heater and detail drain line route from P & I valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste lines. UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. New water closets and associated. flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard Al12.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section l792l3(b). 82. Provide mechanical ventilation in all rooms capable-of supplying'a minimum of 5 cubic feet . 95. per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and '705, UBC. ENERGY Provide complete energy design calculations, including all existing design and new energy design'for.this building. See attached non- residential energy design checklist. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Cooling coils or cooling units Iodated in attic or furred. space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. • . . One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). PLUKBThG Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. 96. For remodels in an existing conditioned space, show that the. remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPPLE24ENT () Floor drains must have auto-prime (City Policy). A grease interceptor is required.' Show I details complying with"City Policy 83-31+. 99' Roof mounted equipment must 'be screened and roof penetrations should be minimized (City Policy 80-6),. 00 Condensate drains must connect to a wet trap (dry traps are not permitted). (Memo 1/14/83). 01 Show fans are duct type; City Policy does not permit ductless fans. f-'-LI Ills S1PUC\ o'_ RomeX is not permitted in industrial or commercial buildings. (City Policy) No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval, by the Building Official. (Ci-tyPolicy) 1014 All roof -mounted equipment shall be concealed from view. Provide structural detailing for the screening. All panel boards shall have a minimum 100' p / I rating or approved by the Building Official. 6 - The minimum rating of a service disconnect is 100 amperes. ft1'. The minimum size conductor to receptacles and I lighting fixtuies in commercial and industrial buildings shall be #12 .Cu. G AC(BX) cable is not allowed in group A, B, E, H -and I occupancies. (see Ord. for exception) 109 Only -tank-type -water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of l.gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. () Please see additional corrections or remarks that follow. To speed up the recheck process, note on this list (or a copy) where each correction item has been -addressed, i.e., plan sheet, note or detail number, calculation page, etc. - 112- Please indicate here if any changes have been made to the plans• that are not a result of - corrections from this list. If there are other changes, please briefly describe them and where they are located in-the plans. Have changes been made- to the plans not - -- resulting from - this - correction. list? Please - check. - - Yes - No IE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. S-i. Walls of corridors and'exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other . occupancies having an occupant - - - load of -30 or more shall be not less than one- hour fire-resistive construction. Section 3305(g)l. S-2. Note on' the plans that approved floor-level exit signs-shall be provided. This applies to . A, E and I occupancies. S73. Area separation walls shall not be considered to create separate-buildings for the purpqse of automatic fire-sprinkler system requirements as set ,forth in Chapter 38. Section 505(e)6. JCEFflON: Buildings separated by continuous' area separation wails of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for . children or the aged) are prohibited from - using area, separation -walls in lieu -of automatic 'fire-sprinkler protection. S-4. 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). S5. Section 1807 should be -reviewed for all high- rise buildings. The exception in Section 3318 of the 1JBC 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. - - If, emergency warning systems are required, they shall activate a means-of warning-the hearing impaired. Flashing visual 'warnings shall have a frequency of not more than 60 - flashes per minute. 1/2-3/92 - - - ' 7 DISABLED ACCESS REQUIR}IENTS FOR REMODELS, (including alterations, structural repairs, additions, C REMODELS $70,730 AND HIGHER tenant improvements and occupancy changes) When remodels are valued over $70,730 and specific access requirements cannot be met: 1 The law allows equivalent facilities to be accepted if strict compliance with the regulations would A GENERAL Full access compliance is required for remodels including ,create an unreasonable hardship 1 Path of travel to remodeled area 2 Access cannot be waived unless there are physical or Parking legal barriers that prevent providing either full Walks access compliance or equivalent facilitation Hazards compliance When both access and equivalent Curb iamps facilitation are waived by the enforcement official, ratification is required by an Appeals Board Elevators 2—Primary entrance to remodeled area D MULTI-FLOOR REIIODELS Exceptions and exemptions Entrances 1 Provisions for Upper and Lower floors The Health Exit Doors 3 Sanitary facilities serving remodeled area and Safety. Code Section 11955.5 says that, "In 4 Drinking fountains and telephones serving remodeled privately-funded multi-storied passenger vehicle service stations, shopping centers, offices of area physicians and surgeons, and office buildings, B 'REMODELS LESS THAN $70,730 subject to this code, floors or levels above and When remodels are valued at less than $70,730 access below the first floor or ground level are exempt from compliance 'may be limited to the specific' area being these requirements if a ramp or elevator is not remodeled when an unreasonable hardship is determined by the available to provide public access to such floors or level 5. enforcing agency. 1 Staff determination of unreasonable hardship shall be - 2 Health and Safety Code Section 19956 says that, "In made on Form HCA-1, which shall be F ild in the privately-funded multi-storied buildings, floors or.. project file levels above the first floor or ground level are 2 When the required work outside of the remodeled area exempt from these requirements if a reasonable (1 a through 1 f above) exceeds 10 of the cost of portion of all facilities and accommodations normally the work to be done in the remodeled area, an sought and used by the public in such a building are unreasonable hardship shall be found to exist accessible to and usable by disabled persons." (criteria is staff guideline) 3 The unreasonable hardship.'finding may, be by observation when obvious Form RCA-i should describe the-obvious. D \general\disabled req TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction CARL.SAD Plan Check No. References to section numbers with prefix 112" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 113" is for Part 3 (California Electrical Code). Prefix"S" 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 DEVELOPMENT . :'- . d. If no landing is provided, the slope of flared sides shall not exceed.l in 12. / HANDICAPPED PARKING SPACES • . . ,, 2-7103(d) S a. Provide handicapped spaces e. Surface is to be slip, resistant and a 2-7102(b) . 0 contrasting finish from adjacent sidewalk. 2-7103(f) b.. Space shall be so located that handicapped persons are not compelled to f. Border markings shall be 12" wide of wheel or walk behind pa±ked,cars other 1/4"xl/4" grooveè,' 3/1+" apart, located at than his/her own. 2-7102(c) . top and sides. 2-7103(h) c., Parking space shall be a minimum of 9 WALKS ft.x18 ft. with adjacent marked 5 ft. / loading zone. Double space shall be 23 1 a. Site development and grading shall be ft. wide. Where a single. space is designed to provide access to primary provided, the loading/unloading zone . entrances and access to normal paths of shall be on the passenger side of the travel and where necessary to provide vehicle. 2-7102(c). access . shall incorporate pedestrian ramps, curb ramps, 'etc. 2-7101(a) Maximum slope of parking surface in any direction shall "not exceed 1/4" per b. Walks sloping greater than 5% (1 in 20) foot. 2-7102(e). must comply with ramp requirements of Sec. 2-3307. 2-33Z5(c)- Parking space(s) shall be identified with the International Symbol of ' c. Walk width shall be 48" minimum, and Accessibility on ref lectorized sign shall have slip-resistant surfaces. affixed to post or wall, and also. 2-3325(a) duplicated,on parking surface (symbol to be 36"x36" and painted at the back of d. The maximum cross slope shall not exceed the parking stall). 2-7102(f) 1/4" per foot. 2-3325(a)3 Entranèe to 'parking area (or at each ' e. Gratings are not allowed whenever 'stall) shall have 'a sign stating that possible. 2-3325(b) unauthorized vehicle(s) . parking in handicapped space(s) may be ,subject' to . f. At each, gate or'door a 60"x6O" 'level area 'tow-away. '2-7102(f) ' is required when the gate swings toward the walk. 2-3325(e) If covered parking is 'provided, then a reasonable portion of', the. total number g. A 48"x44" deep level area is required of stalls reserved for the 'disabled ' when the .gate swings away from the walk. shall also be covered.- 2-7102(a) .2-3325(e) Entrances to and vertical clearances ' h. A 24" clear spate is required at strike', within accessible levels of parking side of gate or door. 2-3325(e) structures shall be 8 ft. 2 in, to any structural member, .duct or pipe. , , )(. PEDESTRIAN RAMPS 2-7102(g) ( a. A path of travel with a slope greater CURE RAMPS , ' ' than 1 in 20 shall be 'considered a ramp. 2-3307(a) a. Curb ramps shall be located wherever pedestrian path' crosses curb. (2- b. The maximum slope shall be 1 in 12. 7103(a)) 2-3307(c.1) )2. b. Curb ramp shall-be 48" mm. width (2- 7103(b)) with 'maximum slope of 1 in 12. 2-7103(d) C. A level 48" mm. depth, landing, is required at top of curb 'ramps over entire curb ramp width. 2-7103(d) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or. more. Group R Occupancies-may be 36" when the occupant load is'SO or less. 2- 3307(b.1) 2)?. DINING, BANQUET AND BAR FACILITIES / a. Access shall be provided at primary entrances. 2-611(d) b. Wheelchair access shall be provided to all areas where each type of functional activity occurs. 2-611(d) C. This facility requires _____ wheelchair seating spaces. 2-611(d) At least one wheelchair seating space shall be...-,provided for each dining, banquet .and,bar area. 2-611(d) Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. 2-611(d) Cafeteria line aisles shall be a 'minimum of 36" clear width. 2-611(d) Access to food preparation areas shall comply with provisions for entrance doors and doorways containedin Section 2-3304. 2-611(d) h. - Restrooms and powder rooms shall conform to the requirements in Section 2-511. 2-611(d) /8. RELIGIOUS FACILITIES ( a. Sanctuary areas shall be accessible. 2- 611(e) b. Provide wheelchair seating spaces in the sanctuary. Use Section 2- 611(b). :2-611(e) C. Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas. 2-611(e) d.' Asembly areas along with enclosed and unenclosed 'platforms. and stages shall be made accessible. 2-611(e) e. Sanitary facilities shall conform to the requirements of Chapter 2-5.1-611(e) ,&9. ASSISTIVE-LISTENING DEVICES ( a. Assembly areas '.with permanently installed public address systems (other than exclusively for paging or background music), shall' provide assistive-listening systems ' for people with hearing impairments. 2-611(f) b. Since the capacity of the assembly area exceeds-99, this facility requires - personal receivers to be available on request. 2-611(f) C. If the system provided is 'limited to . specific areas or seats, then such areas or seats shall be 'within' a 50-foot viewing distance of the performing area. d. A sign shall be posted in a prominent. place indicating the availability of assistive-listening devices. The sign shall include the international symbol of deafness 'and wording that states "Ass istive-listening System Available". JP B 0PANY RIRTS. ,6. Group B occupancies used for assembly I purposes but having an occupant load of less ( than 50 shall conform to all the requirements for Group A Occupancies covered' in Section 2-611. 2-712(d) 'SALES FACILITIES ' / <'General sales, display and office areas / 'together with related-toilet rooms must be accessible. 2-712(b) ly . Sales employee work, stations ' shall be located on accessible levels. Employee work areas shall be accessible to employees in' wheelchairs, and the customer , side of sales or checkout 'stations shall be accessible. 2-712(b) This facility requires, 'check stands 'accessible to the physically handicapped,' based upon 1 for S checkstands or less, 2 for 9 or more. 2-.. / 712(b) Where quick check stands are provided,' at least one shall be accessible. 2-712(b) Check stands shall be made accessible by ~e. providing a 36" aisle on the customer side of the stand. 2-712(b). -Accessible 'check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at all times. for handicapped/physically ' disabled customers". 2-712(b) - 32 FITTING OR DRESSING ROOMS ' H Where fitting/dressing rooms are provided / for ,male or female customers, one for 'each type shall be usable by the physically handicapped. 2-712(b) Minimum dimension of room shall' be 60" x ( 60". 2-712(b) Bottom of the mirror shall be' located 'within 20" of the floor. 2-712(b) z.7-4p,F/iC.sI Height of clothing hooks 'shall not be greater than 48" from the floor. 12 _B4 'e C f"- -h' hf t iiiiLy A L Pva'de c.frc -A , f 17 a- ygtJe c4'i - Jthd' - r/ +I S/i. ? of AL1PCl k7/f of - 4oV( ohif. 4 Io)c, 2/pr d f4 e e-1,1,4 - 117 ,. I*e( ol Az cJcc 917.0k) _.r Ic t/t, c AJ,tJ hL cdJ 2AxqP-. ph 1J7Q Sir ,) >-2 •4, r&-p lv'j '-i HLe I iJ;rar orcc$ a- nMacAL; pIa4Bn, ENERGY _ PLAN (X)IR!ION cr .]uRisDlmci(: .4 /?. $ '4 DA: _-2 -9 ADA1 PLAN cX NUMBER:- ,- 3 03 J PLAN QQ fl D Date t 41/ Jurisdiction. CARLSBAD - Prepared byz : D Bldg. Dept. VALUATION AND PLAN CHECK FEE - - - Esgil PLAN -CHECK NO._2- - BUILDING ADDRESS APPLICANT/CONTACT. M .gade, PHONE NO.F-~'L 4 BUILDING OCCUPANCY —2-- DESIGNER PHONE .- TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ " oi1H (Out'-fl'r pLAZA." BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: ITEM COMPLETE £ PLANCHECK NO.• ITEM INCOMPLETE NEEDS YOUR ACTION 12 3 \9)4 AAON 2?J 110 - WZ, ITEM SELECTED I SO(oZ th T 'i U: Qt2rnQ' C •C C PROJECT ID:If7N '- ( - H r~LT VALL.dP OZ' C C C LEGAL REQUIREMENTS .K K K Site Plan •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. Show on site plan: Finish floor 'elevations, pad elevations, elevations of finish grade adjacent 'to building, existing topographical lines, existing and propàsed slopes, driveway with percent (%) grade and / drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance No Discretionary approvals were required. Project complies with' all' Engineering Conditions of Approval for Project'No'. .' . Project'does, not comply with the-. following Engineering' Conditions of Approval, for Project No._________________ Conditions complied with by: .Date:________ FieldReview .' . 7,. Field review completed. No issues raised. Field review completed. The 'following' issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements E B. Existing drainage improvements', not 'shown or in conflict with site plan. E E. C . Site is served by, overhead power lines. F\D06MISF0RMS\flMO010.DN • . • REV. 02127/91 Grading is required to access site, create -pad or provide for ultimate street improvement; Site access Visibility problems exist. Provide onsjte turnaround or engineered solution to problem.; E F. Other: - No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement doçuments,must be .approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication isas follows:_________________________ Dedication completed, Date . By:. Improvement Recruirements ri •I••••11. No public improv ements,tP r equired. defect* 4t--S,t!c found adjacent be reRaireSl to the satisfaction of the City ins2ect6r prior .ioccupancy.. 12. ,public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through. the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees, paid prior to issuance of'permit. The required improvements are: Improvelent plans signed, Date: by: _. P:\DOC$\MISF0RNS\FRNOO1ODN .' . . . . . ' • , ' REV. 02/27/91 L_.J 13. Improvements are required. Construction of the public improvements maybe deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting - deferral of the required improvements together. with a recent title report on the property and the appropriate processing fee SO we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement , 'must be signed, notarized and approved by the city prior to issuance of a Building Permit Future Improvement Agreement' completed, Date: By: 0 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. E 00 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering - Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to is'suánceof Building Permits. Grading Inspector sign off. Date:.by Miscellaneous Permits • 0 0 16. Right-of-Way Permit not required.- 17. Right-of-Way Permit required.;. A separate Right-of-Way Permit issued by the. Engineering,Department is required for the following: O 00 18. sewer Permit is not required. ' ' ' •' 19. Sewer' Permit is required. 'A sewer Permit is required - concurrent with Building Permit issuance.. The fee required is noted below in the fees section. - 0 0 20. Industrial Waste' Permit is not required. , P:\D0CS\NlSF0MS\PRNOO1O.DN ' REV. 02/27/91 H'' 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 Fees Reired O 27. ark-in-Lieu.Fee Quadrant: Fee per Unit: Total. Fees: 23 Traffic Impact Fee OUtTStt- t.SA'1 Fee Per XJnit:IJ/k2i Total Fee: 'P55i Nt/A 24. Bridge and Thorough fare Fee .• . Fee Per Unit: . Total Fee: : 25. . Public Facilities Fee required. 0 26. Facilities Management Fee Zone:1 -Fee: 27 Sewer Fees Permit No '1lO2-S EDU's1?fi_(1(J1O Benefit Area Kt ()C4) Fee O 11A 28 Sewer Lateral Required 4 o -11Z q () LJPE 'Jc1H PLAZA v Z40 4, , S ENGINEERING AUTHORIZATION-TO ISSUE PERXIT BY DATE:_4712_ 2A0 - 0. tcu 4, P:\00CS\N1SF0RHS\FR140010.DN I€OO REV 02/27/91 3 PLANNING CHECKLIST .. Plan Check No Address Plannei o( (j'- Phone. 438-1161 ext. (Name). . APN: /~- •,. •i . :Typeof.Project and Use -'d . Zone C. Z- Facilities MáagemehtZo'n& .•J I .. •. . . * . . Legend 4) 4) 4) •r71 . - . . , • i..i Item Complete C C C . . 4• . - . . . . . . . . . . 2 2 ° . . . -- . . ., . .• Item Incomplete -. Needs your action . .. •.-. - 1, 2,3 Number in circle indicates plancheck number where deficiency was identified . . Environmental Review Required YES — NO DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval .: •* C3 Discretionary Action Required:. YES --~N 0 -5f /* APPROVALJRESO.- NO. jV"DATE: ____________ . \• 'PROJECTNO' I" OTHER RELATED CASES: Compliance with conditions of approval? if not, state conditións.which.- requie action.- r Conditions of Approval . . . . D6D California Coastal Commission Permit Required YES _4ô - DATE ÔF.APPROVAL: . . - San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108-1725 (619) 521-8036 . . - • • - • Compliance with conditions of approval? If not, state conditions which require action. Conditions .of Approval . - • .- - - •. . -!. / I -: , - 0 0 Landscape Plan Required YES'.' NO _\ - - See attached ubn ttàl eciuirerne1nts''for .landsâpe plans I' V; - . '? • - ) - P Site Plan: 1 Provide a lly diioned sitlan to scale Show:,North arrow, property lines, easements, existing and proposed structures, streets, existing sfiee?, improvements, nght of way width and dimensioned setbacks 9/6 0 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topokraphical lines, ex.isiing and prOposd • - / slopes and dnveway. / 0 3 Provide legal description of property $ 0'CJ 0 4 Provide assessor's parcel..number. . -4 ----•.. - . ••-- • .. 4' 34: - •- 3 3 Zoning O 0 0 1 Setbacks Front -' Required Shown - mt Side Required Shown -- .-• . . . - . -. --Street Side: . .. Required . Shown . 434 . . -. 3. 43.. . 3' •• 33 3 - . - . Rear Required Shown O 0 0 /ft 2 Lot coverage Required Shown 0 '3 Hiht -t- 1Required Shown 00 "\ 12"O 0 4 Parking Spaces Required 72OD Shown J& Guest Spaces Required * Shown 0 00 AddiiionalConünents -. .- . . . • - - - • I • • - - 4' - - •- - - . 44" ., • .•.. -. . . - 4 I *93• •• • -. 0 • -. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 2q- - 3•_$, I • 4:3' 3 -. ".4 * - - 3, • • - •0 • - I PLNCKFRM .21 • . - • -4 • • . -. • -•.-4 • . . . 0•-3. I'•. - 3' City of Carlsbad 910163 Fire Department Bureau of Prevention -. V. - .4 •' . .' 4. 4 Plan Review Requirements Category Building Plan Check Date of Report Frida; May 1 1992 Reviewed by-. Contact .. Name . Mary Saunder Address 5267 Hollister #152 City, State Santa Barbara CA 93111 BldgDept No 92-303' Planning No Job 'Name Kids R Us 110/112 4', 4 Job Address 1824 Marron Ste or Bldg No .Approved 4- The item you have submitted for review has been approved The approval is' based on plans, information and/or specifications provided in your submittal, m therefore any changes to these ites after this date, in field modifica- tios, .mut be reviewed by this office to insure continuedconformahce With ' applicable codes Please review carefully all comments attached, as failure rn V Vtocoply with' iñstructibns in this report can,résijit in suspension of permit to construct or install improvements 0 Disapproved - Please see the attached report of deficiencie Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review. - V i"V •' V VV . . V. V if V . 4 ..... For Fire Department Use Only - Review:-: 1 Str -2nd Other Agency lD CFDJob# 910163 File# 910163 City of Carlsbad - Fire Department • Bureau of Prevention Plan Review Requirements Category Building Plan Check Date of Report Wednesday April 22, 1992 Reviewed by •• - S :' (. J Contact Name Mary Saunder '-" Address 5267 Hollister #152 - City, State Santa Barbara CA 93111 BldgDêN92303t Pinning No Job Name Kids R Us 110/112 * 4 4 - Job Address 1824 Marron Ste or Bldg No 0 Approved'- The item you have submitted for review has been approved The approval is based on plans, information and/or spcifications provided in your submittal, therefore any, changes to these items after-this.dáte,-:including field-modifica-- tions, must be reviewed by this office to insure continued conformance with applicable codes Plese review carefully all corhments attached, as failure to comply with instructions in tis report can result in suspension of permit to construct or install improvements -. .• • .5 - .5 S 5 *4 5 - t. ZDisapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review. - - V V . _ ••- -- V - 4 1 V S 4 4 .. V -. VV_' •. -. S VI S 5•• V V V V V .4•5•4 •' V •'• •V V S V • V V •'V VS - - 5; 545 S V - V V * . •, - - V. - - •V V5 -. .5 * V V 45 - V SA S •S . -For Fire Department Use On/v •• - V ; S V* V V V Review 1st 2nd • 3rd V - Other Agercy ID V V CFDJob# 910163 File# J I Requirements Category Building Plan Check 4HAF6-1 6163 i.,. . 4 1 .1 4 4,- I 10 - 4, 4 4 1 11 4 - - -I. . -- - 4 '•l - . V _ '-s. • 4 - -. c"'. , - :. 4 lj. -' -.4, . ., .. - -. -' '' .- )- .--' -, .--.• • I 411 * 1 - 1 '-44 • b- - I -- • - .- •- - • --., . - ' - - - - I 4 . , • , . . "- - '' - ' '-. - ' -- JI - -- ' ir : Ilk IF It Page 2 04/22/92 . 4 4' .4 4 S 1 4 4 44 B. DESIGN CRITERIA . . . OOVERNINO CODES: 19 t. UBC 1989 ACI NINTH EDITION AISC . SE IBM IC ZONE, 4- 3., MAX. SOIL BEARINOr PSF 4. MATERIALS AND DES ION STRESSES: CONCRETE, F'o:', PSI. STEEL REINF. FY= 4c. v 1<SI STRUCTURAL STEEIJ FY :3, 1<91 FY: 1<91 MASONRY BLRi FM: CO. 0 PSI BOLTED . CONNECTION: 'A'- 30? • • SPECIAL INSPECTION:-YES.'. YES on OLS COMBINATION: 24F -;-,.V 8 • : • C. BASIC LIVE LOADS • • -. . ;:::.: .... - ROOF: 'O PF. • • • • FLOOR, ' No ri4 SPECIAU Lo L7 GNR ENGINEERING,. INC. 750 Citracado Parkway #19 ESCONDIDO; CA 92029 (619) 480-0482 FAX (619) 743.4106 JOB SHEET NO. - OF__________________________ CALCULATED BY DATE 04, _(17_ CHECKED BY DATE :. . ... .. . ...\... '' T. . '1 ............. .............. ............... ............... ............... ............... ................. ............. .............. ............... .............. .---..................... AUI'1€ eU R'WrErt' wkt /14 ... #4 - 0 __ ------- ---- tNLL tVAflQtJ I — = . - / I LOW Cr' V 4rxO,?5.Wp PROUCT (SinII SIeis)2O1(FddId) . Gum Mass 01411.TaWas PHOHE TOLL FREE 1-80022S6380 -. ., viJOB p: GNR ENGINEERING, INC. SHEET NO.________________ OF__________ 750 Cracado Parkway #19 CALCULATED BY_________________ DATE /_- (619) 480.0482 - CHECKED BY________________________ DATE - . SAX (619) 743-4106 • P)DUCI2t4.l (Se Shun) 205.1 hic .ci ,Mass 014/I. 1O 0r01 PHONE TOLL FREE I-000/20-6380 - •. - fl - • - .•- __: MITI' Mimi -am 0• ENGINEERING, INC. SI WET NO. ____ G. s DIDO, CA 92029 OE_ 19 ____ -_ 3 No. ( 7434106 'x, ' SCALE 23 IIce.I,7 PMdt/iTi1 flI I0 0,rliflhlr HII FRIF IFRS!RQ ENGINEERING, INC. ? 5'b\Citracado Parkway #19 E$CQNDIDO, CA 92029 \619) 743-4106 480-0482 X\ 2 t R St 406 h 4I SIIEETNO. f. OF____________________ CALCULATED BY__________________________ DATE CHECKED BY_________ u i L DATE wm: vo crç cu?T (V5flMC ANL \/&€tTICAL tt1-M D1JLt F'1 1E( tt2 LTS uI., r, i. 01111 I IIU iiUU. IIi I ILL I: hGD'iC1 2041 isingle $bI,) 2051 P8de0J To0r0,riII0H( TOLL ;R6E 1-0002256380 - * JOB 4 c us L 2. (I GNR ENGINEERING, INC.'SHEET NO. 750 Citacado Prkway #19 ESCONDIDO, CA 92029 - CALCULATED BY DATE (619) 480-0482 CHECKEDBY DATE FAX (619) 743-4106. - -, - - - CPA]C - -.--- 'I/& .' No. 3435 Exo oyk'1 L P1R '-O('9.4 D1t-k1L tWr /i4/9 17 -W I fpl () . GNR ENGINEERING, INC. 750 Citracado Parkway #19 ESCONDIDO, CA 92029 (619) 480-0482 FAX (619) 743-4106 ")O!C ZÔ4-I 1t Sr.,I2O-P Ir Gnio M;; Ol:I Iuju F:R.v)E FOIl IIEF I 6380 CASCO. .• •. ••• CORPORATiON 0 of CASCO Ltd. - • PROJECT: KIDS "R" US • CARLSBAD, CA DATE-:,NOVEMBER 20, 1991 INDEX OF STRUCTURAL CALCULATIONS INDEX '- • NO. JOF PAGES • :ROOFAMNG- . • • -2 LINTELS 1 FOUNDATION 3 LATERAL ANALYSIS 4 • ... • I\ F/cLn , 0; • . :. • *?I. III ? I %sSI OF CA" ip&sc9 )*)j 10877 Watson Road • St Louis Missouri 63127 • (314)'821-110& • FAX (314) 8214i62 - SOxI) 1 b11 _ 1 _4- .: ----t-:--- I....- I I .......... Project e-) - I No . (14 Subject 4VLMw By 04- Date Sheet ( of - .. - ,,.-• -- 4 ,L_ 41Atr , - --4 -- - - I - - - t I - IEIX1J±i It I t I H------ —4-- --1 -- - 4 — CASCO CORPORATION of CASCO Ltd. .---4---4•, 4-- t-- ___.-l.-------- 3....-- tT+H;••..--:....• 4 ........ i: tt :- ........ -. - - - -- •.-•-• - • ---I— . . ---+--- 9e k Ti1 __3•.•__ -------- - — - - I 3 5- .. -- r4t No Project -I?1) - CASCO S CORPORATION Subject AA vig of CASCO Ltd. . By 04L.. Date Sheet . of ,4L .4{I L... .. ..•.. ;..:: QJMA - 41€(414. • . • iL. •. •.... .. .....L.. . H—•- ... ... L - - .__J_._. &4'J. . ............................................................................................. .. .•. 4-- -H -H -- r I LITTI ILrI !1 L.LQO_1. i. _+ 44J.TL.LI $4 t.4L L. LIIi1LI IIII ILI[IJII IT &1-7 ILLJ. .... •..• S J IiI'iIt[ II I - 4 - - . L..i. .. ............................liii ........... S ..L ••-•: 4...........,.. .. .LtJ.. LaLL bYffi LP1L 'L Project - AV'j4 4f J . No -4ti1 CASCO . CCRPORA11ON Subject of CASCO Ltd. By Date Sheet of V*. vo - - : - - XUI . I • I r T'zc it j;1L I t S -- -1-T4 - 4-.-- .T.. 0 . -- - 4 __ --- - - - - 14I1 11I I 1T IIII + - ..Z7'i -' - - 'LV&4 + VL IO 4 1 I- HTIL - 6wi 77 to 'Z -- I - -- ____ I I 1 ......_ . ........ 60 ksi " ':" • •',':,,• ,,,',, CASCOCORPORAFION 7 ST. LOUIS, MO SLENDER CONCRETE BLOCK WALL STRENGTH DESIGN SHEET, Arizona Masonry Guild, Inc.- Taliwall (v 3.0) Design ID No.: 41749 S Page: Project Name: Name: KRU-CARLSBAD, CA Date: 11-06-91 Wall Descrip.: REAR WALL By: CRL Speci-a--F Inspection is Required (phi = .8 ) I WALL DATA Wall Thickness = 7.625 in. Weight of Wall = 55 psf Grouted Cell Spcg. = 48 in,. Face Shell 'Thk. = 1.250 in. Distance to Rebar, d = 3.810-in MATERIALS CONCRETE BLOCK I'm = 1500 psi fr =2.5 SQR(f"m) = 97 psi Em = 750 I'm = 1.13E6 psi Ig , 331 in-4 Mcr = S fr = 701 ft-lb ' Wall Height = 14.00 ft. REBAR Height of Parapet ' 0.00 ft. Fy LATERAL LOADS Seismic Coefficients: Z = 1.000 I = 1.00 Cp = .30 Wind Load = 11.0 psI' Seismic Load = 16.5 psI (EQ governs.) VERTICAL LOADS Ledger' Dead Load 150 pif Roof Ledger Live Load = 150 pif Eccen. of Ledger Load = 6.81 in" (Dist. from face'of wall = 'AXIAL LOAD LIMIT Total Axial' Load at Mid-Ht = Max Pu = .750.4DL + 1.7LL) LOAD CASE .9DL + 1.43 EQ 5 . As = 0.033 s in/ft . . Ult Defl. 0.06 in Mu = 619 ft-lb/ft Service load Defi'. = 0.04 in. .0070h = 1.18 in Ms = '449 ft-lb/ft LOAD CASE .75(1.4DL + 1.7 LEDGER LL'+ 1.87 EQ) • S As = 0.032 sq in/ft U1t Defl.= 0.06 in Mu = 614 ft-lb/ft Service load Defl. = 0.04 in. .0070h = 1.18 in Ms = 449 ft-lb/ft LOAD CASE .750.4DL ± 1.7 -FULL LL -'-. 1.87 EQ) As = 0.032 sq in/ft Ulf Defl. 0.06 in Mu = 614 ft-lb/ft Service load Dell. = 0.04 in. < .0070h = 1.18 in Ms = 449 ft-lb/ft 1ST LOAD CASE GOVERNS -- As = 0.033 sq in/ft- Reqd mm I n As(.0007bt).064 For Grouted Cells @ 48 in, Max As(.75 p bal)0.260 (As(.0032bt')0.293) VERTICAL REINFORCEMENT SPACING (select one only) No. 4 @ 32 in. o.c. Equiv. As = 0.074 sq.in./ft. No. 5 @ 48 in. o.c. Equiv. As = 0.077 sq.in./ft. 685 Of < .04 I'm Ag = 5490 Of 753 p11 < .7 Pb , = 13172 p11 E11 Project fQ (A CASCO CORPORA11ON . Subject JIJ of CASCO Ltd. By e, Date U- -1i Sheet of - r : 2- 4 : LHH_; t---r----t--'1——- tip L 1i LLH - ...__...,__•_.___.____.1_.._._____:..___._•_. ........... . ...-4- -H- Project —No .412H CASCO CORPORATiON Subject of CASCO Ltd. By 6fL. Date l-Ii Sheet of 71. Ir - \. . . i.... -. - ;- . 1TT ................ -- -, -. ' -i----------- T --.1 - - . .... LIiiiIiiiII ;-r- I 4 ;Jj: :zEi H4t:± ll .... 4iL - 4. 1 . ;_... : L- .; ...4. _L I C iQ4 .i °ItIiE .: . .... M .f . A41T1 I .. ... Mu = 2085 ft-lb/It Ms 1603 ft-lb/ft Mu 2051 ft-1b/ft Ms 1603. ft-lb/ft Mu = 2051 ft-lb/ft- Ms 1603 ft-lb/ft CASCO CORPORATION - ST. LOUIS, MO SLENDER CONCRETE BLOCK WALL STRENGTH DESIGN SHEET Arizona Masonry Guild, Inc.- Taliwall (v 3.0) Design ID No.: 41749 Page: Project Name: KRU-CARLSBAD, CA Date: 11-13-91 Wall Descrip.: WALL AT PLANTER By: CRL SpecLl Inspection is. Required (phi = .8 ) WALL DATA . . MATERIALS Wall Thickness = •7.625 in. CONCRETE BLOCK Weight of Wall = . 60 psf I'm = 1500 psi Grouted Cell Spcg. = 32 in. fr = 2.5 SQR(f'm) = 97 psi Face Shell Thk. = 1.250 in. Em = 750 I'm = 1.13E6 psi ig = 342 in4 Distance to Rebar, d 3:810 in. Mcr S Ir = 725 ft-lb Wall Height = 11.00 ft. REBAR Height of Parapet = 0.00 ft. Fy = 60 ksi LATERAL LOADS Seismic Coefficients: Z = 1.000 I = 1.00 Cp = .30 Wind Load =104.5 psI Seismic Load = 18.0 psI (WIND governs.) VERTICAL LOADS Concentric Dead Load on top of wall . = 154 p11 AXIAL LOAD LIMIT Total Axial Load at.Mid-Ht = Max Pu = .750.4DL + 1.7LL) = LOAD CASE .9DL + 1.3 WIND As = 0.141 sq in/ft tilt Defl. 0.84 in Service load Defl. = 0.54 in .0070h = 0.92 in LOAD CASE .75(1.4DL + 1.7 LEDGER LL + 1.7 WIND) As 0.:137 sq in/ft . . Ult Defl. 0.83 in Service load Defl. = 0.55 in. < .0070h = 0.92 in LOAD CASE .75(1.4DL + 1.7 FULL LL + 1.7 WIND) As = 0.137 sq in/ft Ult Defl. 0.83 in Service load Dell. = 0.55 in. < .0070h = 0.92 in 1ST LOAD CASE GOVERNS -- As = 0.141 sq in/It For Grouted Cells @ 32 in, Max As(.75 p bal)0.271 VERTICAL REINFORCEMENT SPACING (select one only). No.. 4 @ 16 in. o.c. Equiv. As 0.147 sq.in./ft. No. 5 @ 24 in. o.c. Equiv. As = 0.153 sq.in./ft. No. 6 @ 32 in. o.c. Equiv. .As = 0.166 sq.in./ft. No. 7 @ 48 in. o.c. Equiv. As= 0.150 sq.in./ft. (As( .0032bt)0.293). 484 p11 < .04 I'm Ag 5490 p'lf 508 p11 < .7 Pb. = 9256 p11 / I'. .. - .: •' -s;. .: .: CASCO CORPORATION - ST.-LOUIS, MO SLENDER CONCRETE BLOCK WALL STRENGTH DESIGN SHEET Arizona Masonry Guild, Inc.- Taliwall (v 3.0) Design ID No.: 41749 Page: Project Name: KRU-CARLSBAD, CA . Date: 11-13-91 Wall Descrip.: WALL AT PLANTER By: CRL Special Inspection is Required (phi = .8 ) WALL DATA - . MATERIALS Wall Thickness = 7.625 in. Weight of Wall = 60 psI Grouted Cell Spcg. =. 24 in. Face Shell Thk. 1.250 in. Distance to Rebar, d = 3.810 in. Wall Height = 13.00 ft. Height of Parapet = 0.00 ft. CONCRETE BLOCK I'm 1500 psi. fr = 2.5 SQR(l'm) = 97 psi Em = 750 I'm = 1.13E6 psi Ig = 354 in-4 ,Mcr = S fr = 748 ft-lb REBAR Fy = 60ksi LATERAL LOADS Seismic Coefficients: Z1.000 1=1.00 Cp=.30 Wind Load = 97.5 psf Seismic Load = 18.0 psI (WIND governs.) VERTICAL LOADS AXIAL LOAD LIMIT Total Axial Load at Mid-Ht = 390 p11 < .04 f'm Ag = 5490 p11 Max Pu = .75(1.4DL + 1.7LL) = 410 p11 .7 Pb = 7671 p11 LOAD CASE .9DL + 1.3 WIND As = 0.193 sq in/ft Ult Defl.= 1.37 in, Mu = 2718 ft-lb/ft Service load Dell. = 0.93 in. < .0070h = 1.09 in Ms = 2090 ft-lb/ft LOAD CASE .75(1.4DL + 1.7 LEDGER LL + 1.7 WIND) As = 0..488 sq in/ft Ult Defl.= 1.35 in Mu = 2672 ft-lb/ft Service --load Dell. = 0.95 in. < .0070h = 1.09 in Ms =, 2091 ft-lb/ft LOAD CASE .75(1.4DL + 1.7 FULL LL + 1.7 WIND) . As = 0.188 sq in/ft Ult Defl.= 1.35 in Mu = 2672 ft-lb/ft. Service load. Dell. = 0.95. in. < .0070h = 1.09 in Ms = 2091 ft-lb/ft 1ST LOAD CASE GOVERNS -- As = 0.193 sq in/ft For Grouted Cells @ 24 in, Max As(.75 p bat )=0.282 (As(.0032bt)=0.293) VERTICAL REINFORCEMENT SPACING (select one only) / No. 4 @ 8 in. o.c. Equiv. As = 0.295 .sq.in./ft.(Max Allow As =.282) No. 5 @ 16 in. o.c. Equiv. As = 0.230 sq.in./ft.' . I No. 6 @ 24 in. o.c. Equiv'. As = 0.221 sq.in./ft. No. .7 @ 32 in. o.c'. Equiv. As = 0.225 sq.in./ft. No.. .8 @48 in.'o.c. Equiv. As = 0.196 sq.in./ft. - E11 Project No.______ CASCO CORPORAT1ON . Subject of CASCO Ltd. . - e By &1,... Date ( Sheet of - - . 1. 1. -, S. . Q• . .--.t •.--.•+..---H-±- ----S ••1_ —4,---. . •"-•r--r'------'-•: . IIIiT1I1'II. 1? L 4 . - -----H- -- - - 'TTETTTTT L : :t :::H ± Project -CA A No .______ Subject thui'c1i00 By Date - Sheet I of - . - ME. CASCO CORPCRA11ON of CASCO Ltd. -•t-r TT:I. -, __ iLL(Lti (4f)j_ r - H II Project 42U_t4A,CA No.____ CASCO CORPORAflON Subject cJJ4q]4 of CASCO Ltd. By Date fl- (-4I Sheet of 1,71 03oL4,16) - IA - - r --- - - 7 I ____ D1f-i1A 11 H I ..........................................---............ .. - I I ijtr, 4J, _k. Ctw441oM -A Project J - No CASCO - CORPORA11ON Subject 6 JTh24 of CASCO Ltd. By Date (I- Sheet of - ... .. .1.... cIvt iV AJei: '1 : c I I .. .....• ----- . — .................... L..4.......... .................................................................. H 1 ............................. .,... _ .... ........................................ t1:rT— -.--. . . - ...... .........- I . --, iT r - - , - ..... ••----- :,------L--.- .._:.._.t......1__....,J.;.!_._. - -- Ji iIII LI: iTLLIi T1 ILtIiIL 1LII Project '4V- (A - No..474 CASCO CORPORA11ON . . Subject of CASCO Ltd. By &j, Date Sheet I of -1OLw12t1 it'4 4re4 .. - 6ttU' 4 pd -V.. - .---1--+-:----- -4H--- j... _ L4.L_i ... . .......... I i -t - - L j -- ----L------ All - -. H *4 - -. * -4- "/"l V i1 III z: T4 r * ------------------------------------------ V II Project 4k) tt44, & No.4A CASCO CORPORATION Subject L4e4 of CASCO Ltd. By'. Date j- Sheet of L1i I . ....-_t.i...................................... - -- - - -t--4 VX - 4 .v I mil 4 e - —:----- t.r - I TT 1± IlL iI II - - : - fl---- - -- t-j -- la ,.; ....4:....... ............ elf 1 - . ---i.... _4 4_L........... I I I . I I - . ................... ;•L. ..J_IIL L . S. Project U- ir44, (A No4(4s CASCO IA CORPORATION Subject Lt of CASCO Ltd. By 6', Date Sheet '. of - -r ................................. -_.-:-__'.-_ JU:Z W _i__. S .... 4-1 - :-- ._- . . ...L............... H -. . _--- .. .. ----• ---- -_--. - i TIIT!Iff V-1 ILL T±IIrI_ I - - - -.4 i1o t' ...................... ..JJ ..L.. -. (LLLcw- \'i.Uo' . 7. I S S S I I .. '._L.... JZ1IT1.IiI I I _L. I --H- SS S 1 ME CASCO cORPORAllON of CASCO Ltd. Project &j 64t> No. 41 Subject 1?Aj4c By Date .4(L Sheet 4 of MOM 'A '. ...... - .. . .. . r7 fit , Fit 1d) iMJ4.LI. ., 1 .- H---±---- - L4 - .• .--L--1_ ---'---H- ----.- J. - . 4 Qt7 ._4v4 ---+--H --J---- I I - _ -......... -Ii.P —i-- - H-- --- --- 1 I i KIDS U, L5,6 A.L,CA WATER SIZING CALCULATIONS (Based on 1988 UPC, Appendix A) TYPE OF SYSTEM: 57RE1ET tSst,iE PIPE LOSSES ARE BASED ON:.5McXjTH 'PIPE .& FITTINGS (SMOOTH) .(:FAIRLY ROUGH) (ROUGH) MAXIMUM CW DEMAND FU ci GPM 6' c MAXIMUM HW DEMAND FU 0 'I GPM 2. AVAILABLE PRESSURE (CITY STREET MAIN): HIGH Jig PSI LOW IOL/ PSI PRESSURE REGULATOR SET: CC) PSI (I) NOTE: ALL LOSSES SHOWN IN PSI LOSS, THROUGH METER: 1 1/2 SIZE @ 5i' GPM 3 ,O PSI* LOSS THROUGH BACKFLOW DEVICE: NM SIZE @ GPM PSI LOSS THROUGH: . . PSI. PRESSURE REQUIRED @ FIXTURE: tIcA ug.iije uc'l' . ./5- Psi STATIC LOSS BUILDING HEIGHT: FT. X 0.434 = I 0..'5PSi - TOTAL LOSSES 2..8.'$SI STATIC GAIN: /0 FT. X 0.434 = L/31./ si AVAILABLE PRESSURE FOR FRICTION LOSS: (j)-Cj) +(::) ® 3 PSI 3'i9 PSI X 100 = PSI/100 FT. /'l < ()SEE SIZING CHART () I2 TDL . RUN IN FEET ICC X 1.2 = 19). TDL® . j','/5' PSI/100 FT PIPE . SIZE: 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" . 3" 4" 5" GPM:2' 03 5- FT: ç 20 20 jO /6 ... - ........... G LOSS O1 0.3 '. 012 0.63 I - ; ADCt '1 I - r COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT 4 CITY OF CARLSBAD •- ' APPLICATION NEW BUILDING P.C. NO 3-3ô' (CHECK ONE) REVISED APPLICATION NO.:. I DUSTRIAL BY XKp DATE Signature02 City, Representative - APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A GENERAL SITE Cr APPLICANT 4ltY, US ADDRESS (4 TYPE OF BUSINESS 1'ML APPLICANT'S ADDRESS Z1(p 73/1/ B WASTES AND PROCESSING (Check where applicable) Domestic Waste Only - I Industrial Waste Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste) - GENERAL DESCRIPTION OF PROCESS (If Applicable) - C WASTES TO BE DISCHARGED TO SEWER WASTE: - TREATED:_______ QUANTITY: AVERAGE - GPD - (Check On UNTREATED:1)c' '(Daily)'.,, -MAXIMUM' - ,, GPD, (Gallons Per Day) PLICANT OR REPRESENTATIVE OF FIRM (Print) /TITLJ' 'ATURE Y%/, 4zLhL1 DATE 3/ / - .- -. -. •55 5 - - .- -