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1096 LAGUNA DR; ; CB013227; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB013227 Building Inspection Request Line (760) 602-2725 "...11-20-2001 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1096 LAGUNA DR CBAD TI Sub Type: COMM 1552721900 Lot#: 0 $45,100.00 Construction Type: NEW Reference #: LAS VILLAS DE CARLSBAD REMODEL DINE ROOM 1,100 SF Status: ISSUED Applied: 10/11/2001 Entered By: JM Plan Approved: 11/20/2001 Issued: 11/20/2001 Inspect Area: Applicant: WHELLER ARCH 103 9619 CHEASEPEAK DR SAN DIEGO CA 92123 858-571.6190 $725.19 / VILLAS DE CARLSBAD LTD (., 9619 CHESAPEAKEDR #10046 11/20/01 0002 01 'SAN DGOCk9212 \ CGP Total Päymehts-To Date: $215. Total Fees: (-\3 . Balance Due: .-. O $509.49 02 509-49 Building Permit / ( i.... $331.95 __Meter Size . ', -- \ AddI Building Permit Fee / \$0.00 - ;Add'l Red. WaterCon. Fee $0.00 Plan Check '.'-,--' $215.77-... Meter Fee ,' \ , $0.00 AddI Plan Check Fee / ' $0.00 SDCWA Fee' i $0.00 Plan Check Discounts \_-' $0.00 "CED Payoff Fee 7..i $0.00 Strong Motion Fee /PFF,,* $0.00 Park Fee s"... .000 \ -PFF (CFD,Fund) \. ' j $0.00 LFM Fee ' c.:' ".' $0.00 License Tax \ 7 $0.00 Bridge Fee ', " $0.00 License Tx (CFD Fund) $0.00 BTD #2 Fee \ ' ..$0.00\ .Traffic lrpact Fe ,/ / $0.00 BTD #3 Fee \ \ ,$0.00 ' Traffic lmpaàt (CFD Fund) / $0.00 Renewal Fee .. / $0.00 PLUMBING TOTAL' / $91.00 AddI Renewal Fee - $O.00INCORPELECTRICAL TOTAL •--.. I $20.00 Other Building Fee \ . . $0.00 1MECHANICAL TOTAL'.. / $57.00 Pot. Water Con. Fee \ '-'. e $0.00 - 'Master Drainage Fee \ .•' $0.00 Meter Size ".. 'Th / / .. Sewer Fee \ ..':. / $0.00 Add'l Pot. Water Con. Fee 'S.. $000f ( ' Redev Parkin Fee 7 $0.00 Red. Water Con. Fee "... '-'$0.00 •' Additional Fees 1Z $0.00 "..TOTAL PERMIT FEES $725.19 FINAL APPROVAL Inspector: Date: 'a'- ' Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. .,. You are hereby FURTHER NOTIFIED that your right to protest the specif fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PER,-MIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 2i.57O Address (include Bldg/Suite #)/p9 144-(40 Business Name (at this address) 4. k',;i:19' _ Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # .-,.- /' - Description of Work Existing Use ,Z ,€,c SQ. FT. 9of S ones /100 City / State/Zip Fa-ctor—_-0Owner D _At fo -i#*-4 3. City / State/Zif 4-pz 4e:e' -4 # of Bathrooms r, Name Address Name ' Addrss City - State/Zip ' Telephone # .,, .9'_ ...Xlim (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by to a civil me than five any pplicant for a _.bundred do Name State/Z/p Telephone # Stacense 7 71 q Address Ci ' - 7 License Class City Business License # / Zo ~7 :3 Designer Name Address City State/Zip State License # 16WORKER'SCOMPENSATION - . -• . Workers' Compensation DecIaratioi: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. )( I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation surance carrier d policy number are: / Insurance Company 1Ij/ t/P9177 Policy No. iV/t91'/z I? Expiration Date Z- _7// V Z- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' co pensatlon coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100,000), In addition to p90 com,pensa n, damages are provided for In Section 3706 of the Labor Code, interest and attorney's fe / SIGNATURE_____ DATE_________________ [7OWNER BUILDER D "RATION '- I hereby affirm that I am exempt from the Contractor'slYcense Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES 0 NO I (have/have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name! address I phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number! Iontractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance PERMIT 'APPLICATION a CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 uIvlrLIc 11110 D.IIVl' rvrc flV YIW IL) YIIRLDUIIUII r,Wii 0 UNLI - ;.' r'' Is the applicant or future building occupant required to submit a business plan, acutely hazardous mate registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? C YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control qistnct or air quality management district? 0 YESjNO Is the facility to be constructed within 1,000 feet of the outer boundary of a schol site? 0 YES NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY Not BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lendiA agency for the performance of the work for which this permit is issued (Sec. 3097(l) Civil Code). LENDER'S NAME L / LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pen-nit is required for excavations of 60 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from thte date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after rk ::::::::::: period da(Secti1 liniformBiding Code). DATE___________________________ WHITE: File YELLOW: Applicant PINK: Finance F~ —0 Mt~ City of Carlsbad Bldg Inspection Request For: 02/14/2002 LJ Permit# CB013227 Inspector Assignment: NF Title: LAS VILLAS DE CARLSBAD Description: REMODEL DINE ROOM 1,100 SF Type: TI Sub Type: COMM Phone: 6198896172 Job Address: 1096 LAGUNA DR Suite: Lot 0 Location: Inspector: APPLICANT WHELLER ARCH Owner: Remarks: Total Time: Requested By: CLIFF Entered By: CHRISTINE CD Descrition Act Comments 19 Final Structural 29 Final Plumbing v 39 Final Electrical 49 Final Mechanical Associated PCRs InsDection History Date Description Act lnsp Comments 01/10/2002 14 Frame/Steel/Bolting/Welding AP NF SOFFITS 01/10/2002 24 Rough/Topout WC NF 01/10/2002 34 Rough Electric WC NF 01/10/2002 44 Rough/Ducts/Dampers AP NF 01/03/2002 82 Drywall/Ext Lath/Gas Test AP NF 12/11/2001 11 Ftg/Foundation/Piers AP RB VERIFIED - POT HOLE 12/11/2001 14 Frame/Steel/Bolting/Welding AP RB NOTE - NEED FIRE DEPT TO SIGN OFF 12/11/2001 16 Insulation AP RB 12/11/2001 24 Rough/Topout AP RB 12/11/2001 34 Rough Electric AP RB 12/05/2001 84 Rough Combo CO NF SEE ATTACHED NOTICE City of Carlsbad Bldg Inspection Request For: 12/11/2001. Permit# CB013227 Title: LAS VILLAS DE CARLSBAD Description: REMODEL DINE ROOM 1,100 SF Type: TI Sub Type: COMM Job Address: 1096 LAGUNA DR Suite: Lot 0 Location: APPLICANT WHELLER ARCH Owner: Remarks: Total Time: Inspector Assignment: NF Phone: 6198896172 Inspector: Requested By: CLIFF Entered By: CHRISTINE CD Description Act Comments 14 Frame/Steel/Bolting/Welding ,i if 24 Rough/Topout 8-P / ( Associated PCRs jit,? i-'tf, / Inspection History Date Description Act Insp comments 12/05/2001 84 Rough combo co NF SEE ATTACHED NOTICE Noi'( RM p4Ji,• 12/06/01 14:24 FAX 858 565 1508 HEALTH CARE GROUP GGBOOKKEEPING 002 2P20/0..0.'--0-0-00 85869533670e P.03 12tO1i424 FAX 85 565 1508 HEALTH CARE GROUP •GG BOOKKEEPING Looi 2F2O-6.ø.ø.ø..ø.O.ø.. 886953367 tit _ _23MZ_cAp opwwe- 'ç15i. . ?' "1ç1 pc • . • o 1)(ti Voat, rA Wl DEC - • -. OF c j3 pi'•. I • Tsp /-'ir Carlsbad 01-3227 10/23/01 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: L1 '14 I vi- PLAN CHECK NUMBER: ?/- 3Z2-7 OWNER'S NAME: t I, as the owner, or agent of the owner (contract o r s m a y employ the special inspector), certify that I, or the architect/engineer of record, w i l l b e r e s p o n s i b l e f o r e m p l o y i n g t h e s p e c i a l inspector(s) as required by Uniform Building Co d e ( U B C ) S e c t i o n 1 7 0 1 . 1 f o r t h e c o n s t r u c t i o n project located at,the so listed above. UBC Section 106.3.5. p.. Signed I, as the engineer/architect of record, citify that I hav e p r e p a r e d t h e f o l l o w i n g s p e c i a l i n s p e c t i o n program as required by UBC Section 106.3. for the c o n s t r u c t i o n p r o j e c t l o c a t e d a t t h e s i t e l i s t e d a b o v e . L&nWAGl. W & &IW,abn, HI 1. Listpj*ork requiring special inspecti o n : Soils Compliance Prior to Foundation inspe c t i o n 0 Field Welding Structural Concrete Over 2500 PSI J High Strength Bolting Prestressed Concrete xpansIon/Epoxy Anchors 0 Structural Masonry Sprayed-On Fireproofing Designer Specified C3 Other - 2. Name(s) of individual(s) or firm(s) responsible for the special inspections li s t e d above: - Liiai g I(4e Mi2 3. Duties of the special Inspectors for th e w o r k l i s t e d a b o v e : T#-tr / ±A4 T/ C crr- )!~rC5001 S7'5J1 TC --- - 9tn1 TOO c NOI1OdOJ 119S3 w CHRISTIAN WHEELER V ENGINEERING flAtLY RPPflRV V Project Name / CKA V Project # 10' .141• Project Address Vt / ( Lc1 C CLa1 Permit # (>L7 Plan File # Contractor V PX4 (44 Gct.ow Architect Subcontractor V - Engineer V 0 Reinforced Concrete o Shop Welding 0 Pre-Stressed Concrete 0 Field Welding V 0 Reinforced Masonry kEpoxy Anchors 0 Fireproofing 0' V Material/Equipment: l, c t-c ç -çVr-J' V V Weather: V V V V V •• V Date Time Arrived: WOTime Departed: Hours Charged: - V - &Ou • )c\-t.A V ____ ____ I CQ: . .P• ic • rU-thU. 7..- 'i wo4 p4) \-i C1V LPLEZ çç V Jnl &ed otherwise, the work obser P-d-is, to-the.hest of my knowledge, in compliance with the approved plans and specifications. lnsp t8rfTchnicion s Signature Reg # Superintendents Signature Dote I tA-N) V Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 921114 858-496-9760 + FAX 858-496-9758 V - CHEUSTIAN WHEELER ENGINEERING DAILY REPORT Protect Name L \i CAO-uNpoo Protect # 101.1q3 Permit # Plan File # ontractor Ww Lw'4 C' • Architect #&. LGcL Subcontractor Engineer Reinforced Concrete Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry Epoxy Anchors 0 Field Welding • 0 Fireproofing 0' Material/Equipment: i i I L • M ALL 114AMCAO Stvc'cm c • Weather: - Dote Time Arrived: Time Departed: S Hours Charged: %A Ot ( CE Thr %tc -Lc tL t61& CAi-tC fE PiA CLL€-%.' i P 4 b 2. - I NOW-U-".(st4) 1 -<k Pct.X4-4jc'. I-)rA-i-O ' 't- * P S ' LS tJ D Sq Guf-ILPMO NIS , *p nician'sSignature Uricrr3 Inspector/Technician (Print or Type) of my knowledge in compliance with the approved plans and specifications 12-1310.) Reg. # Superintendent' Signature at f IJ 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 zi - 2 - •o ccc'• S Qltiunfg of ,San Pegg RICHARD HAAS GARY W.ERBECK DEPARTMENT OF ENVIRONMENTAL HEALTH ASSISTANT DIRECTOR DIRECTOR - FOOD AND HOUSING DIVISION -. P.O. BOX 129261, SAN DIEGO, CA 92112-9261' (619) 338-2298 FAX (619) 338-2245 1-800-2539933 - SAN DIEGO OFFICE EAST COUNTY NORTH COUNTY., - 1255 IMPERIAL AVE., 3RD FLR .' - .. 200 E. MAIN ST., 6TH FLOOR 338 VIA VERACRUZ. SUITE 201 SAN DIEGO CA 92101 EL CAJON CA 92020 SAN MARCOS CA 92069 (619) 338-2222 (619) 441-4030 (760) 471-0730 -PLAN CORRECTION SHEET EST NAME Lic (.11 I'las.LL EST TYP 47w.J'1 SITE ADDRESS /D L5c411 Lk. CITY _________________ ZIP________________ OWNER/BUILDER --- - . .PHONE ...- MAILING ADDRESS CITY ZIP___________________ - P/U COcIkTflYt4MJ .pHoNE S PLANS D DI PR SAPOVEDPLAN CHECKE DATE --Z- I.,) Scle One st ',(Signature),- RECHECK FEE REQUIRED $ -. lime RECHECK APPOINTMENT DATE BE i'ç2O A ç—v c C1tO.*I 01c' Tr F149 ,4. BA-.r... :Iej4 ( d1,4-7a4 S I4 4 Ctb bcL f5OJ S QA? t ,-JrL I3#SS OFFICE USEONL Vp Y; ,Y - mOnt PaId eck,&S ntke Dot /J27J ify/County Code-'________ . 5, Ty . Distribution: White ' File Yellow - Customer - Pink - Building Department DEH:FH-886 (Rev.. 12/00) NCR "Prevention Comes Firs Goldenrod - Field Staff City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite (Théi Plan Check #: Date: 02/14/2002 Permit #: CB013227 Permit Type: TI Project Name: LAS VILLAS DE CARLSBAD Sub Type: COMM REMODEL DINE ROOM 1,100 SF Address: 1096 LACUNA DR Lot: 0 Contact Person: CLIFF Phone: 6198896172 Sewer Dist: CA Water Dist: CA Inspected ' Date 2/ / By: -' Inspected: Approved: 'Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected:' Approved: Disapproved: Comments: Carlsbad 01-3227 11/16/01 EsGil Corporation In Partnership with Government for Wui&ing Safety DATE: 11/16101 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3227 PROJECT ADDRESS: 1096 Laguna Dr PROJECT NAME: Las Villas De Carlsbad TI SET: III O APPLICANT LI PLAN REVIEWER LI FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans -transmitted herewith have significant deficiencies identified on the enclosed check list. and should be corrected and resubmitted for a complete recheck. The remarks list below is transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. fJ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the remarks list has been sent to: LI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim wheeler (, -k.S Telephone #: 571-6190 Date contacted: \JRtO I (by: ) Mail Telephone -' Fax In Person REMARKS By: Chuck Mendenhall Enclosures: Esgil Corporation f-1 GA fl MB EJ n. PC 11/14/01 trnsmtl.dot Fax #: EsGil Corporation. In Partners/up with government for Bui&Iing Safety DATE: 11/9/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3227 PROJECT ADDRESS: 1096 Laguna Dr PROJECT NAME: Las Villas De Carlsbad TI SET: II 0. CANT 0 JURIS. .0 PLAN REVIEWER 0 FILE F] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck.. The remarks list below is transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The items listed below refer to the previous list. Submit responses and revised plans if necessary to EsGil or the City for recheck LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the, applicant contact person. The applicant's copy of the remarks list has been sent to: Jim Wheeler, Architect 9619 Chesapeake Dr., Suite 103, San Diego, CA 92123 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim wheeler Telephone #: 571-6190 Date contacted: it /1310 (by:(-Fy) Fax #: 565-1508 Mail ..—TeIephone Fax— In Person REMARKS: 5. Walls of the new-rest rm are shown finished with enamel paint. This is -not considered a smooth, hard , nonabsorbent material. 7. The furred ceiling shown in detail on sheet A-2 must be constructed of noncombustible material or fire retardant treated wood. 15. ENERGY: Specify on the plans the size of the windows and doors removed to accommodate the addition and specify the size and type of new windows and doors. 26. Show on the floor plan that the new rest rm door does not encroach into the 60" dia circle more than 12" By: Chuck Mendenhall Enclosures: Esgil Corporation LI GA . j MB EJ R Pc 11/2/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with government for Building Safety DATE: 10/23/01 U LICANT JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 01-3227 SET: I PROJECT ADDRESS: 1096 Laguna Dr. PROJECT NAME: Las Villas De Carlsbad TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Jim Wheeler, Architect 9619 Chesapeake Dr., Suite 103, San Diego, CA 92123 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim wheeler (.i. H.') Telephone #: 571-6190 Date contacted: (of 25(Oçy:Ic_ ) Fax #: 565-1508 Mail Telephone '-"Fax / In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation OGA El MB OEJ 171 PC 10/15/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 01-3227 10/23/01 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 01-3227 OCCUPANCY: 1-2 TYPE OF CONSTRUCTION: IALLOWABLE FLOOR AREA: SPRINKLERS?: yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/23/01 JURISDICTION: Carlsbad USE: Elderly Care Facility ACTUAL AREA: 1012 TI, 88 New STORIES: No change HEIGHT: No Change OCCUPANT LOAD: 24 (expanded dining) DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/15/01 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 01-3227 10/23/01 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, Carlsbad, CA (760) 602-2721. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Indicate the use of this building and the occupancy classification. The Project Data on sheet TS indicates existing is a residential care facility. Is this for non- ambulatory elderly people? Is this for ambulatory elderly people? If this is for the care of ambulatory elderly the occupancy classification is 1-2 not a B-2 as listed on sheet TS. If this is for the care of non-ambulatory patients this is classified as an 1-1.1 and requires the approval of the state (OSHP). 3. If this building is either an 1-1.1 or an 1-2 it must be type V-I HR construction per UBC table 5-B. Detail on the plans the fire protection of the new beams, walls and ceilings. 4. Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). 5. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 807. 6. Specify lever-type hardware for passage doors on floors accessible to the disabled. Title 24. Carlsbad 01-3227 10/23/01 Fire dampers shall be installed per Section 713.11 at all ducted or unducted air openings at penetrations of: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. This applies to any penetrations of the revised ceiling. I presume the ceiling construction is type V —1 HR. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." Section 1003.3.1.8. The new 2040 window at the Nurses station must be fixed glazing with a 3/4HR rated window assembly per UBC 1004.3.4.2.2. The new 2040 window at the Nurses station that is within 24" of a door must be tempered glass. . ELECTRICAL Indicate wiring method, i.e. EMT, metal flex. Provide multiple switch lighting controls per Title 24, Part 6. Show on the plan the location of the required smoked detector within the new living unit. . MECHANICAL Show location of HVAC ducts and registers. Show on the plans all required smoke and fire dampers for penetrations of fire rated floor/ ceiling assemblies. . ENERGY Provide plans, calculations and worksheets to show compliance with current energy standards for the expanded building envelope and lighting. Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. Provide the completed ENV-, LTG-, and MECH- forms showing energy compliance. The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. . STRUCTURAL Include in the list of special inspection items on sheet S-0, special inspection for the installation of EPDXY anchored bolts. See ICBO report 5279 for the Simpson Set EPDXY system. UBC Sec; 1701 Carlsbad 01-3227 10/23/01 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Show in details 2 & 4/S-2 the min required 15" embedment of the epoxy grouted anchor bolts in the existing footing. Show on the plans the required 3" clearance between the anchor bolt and the bottom of the footing. Show in details I & 3/S-2 the embedment depth for the new anchor bolts in the existing concrete footing. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS DISABLED ACCESS PARKING SPACES Revise site plan to show that accessible spaces comply with Section 112913.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle ~!96" in width and designated as VAN ACCESSIBLE, per Section 11 29B.4.2. CURB RAMPS 24. show or note on the plans that curb ramps shall be constructed where a pedestrian way crosses a curb, per Section 112713.5.1. DOORS 25. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 33B.2-5. 1: Is to be centered ~30" but ~44" above floor. Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. 26. Revise plans to show a level area, or landing, per Section 1133B.2.4.2: a) ~:60" in the direction of door swing. This applies to the new rest room door. clearance to the pony wall at the Dining Rm counter is only 42" Carlsbad 01-3227 10/23/01 27. Note that the doorways leading to sanitary facilities shall be identified, per Section 111 5B.5, as follows: An equilateral triangle 1/411 thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle 1/4" / thick, 12" in diameter at women's rest rooms. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. The required symbols shall be centered on the door at a height of 60". Braille signage shall also be located on the wall adlacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.9. RESTROOM FIXTURES AND ACCESSORIES 28. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: The seat is to be ~!17" but :!~19" in height. The controls for flush valves shall be: Mounted on the side'of the toilet area. Be :~44" above the floor. 29. Show that accessible lavatories comply with the following, per Sections 1 115B.9.1 and California Plumbing Code: a) Hot water pipes and drain lines are insulated. 30. Revise plans to show that grab bars comply with the following, per Section 1115B.8: Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". The diameter, or width, of the grab bar gripping surface is ~!1¼" but :~IW, or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1Y2". Be designed to support 250#. Carlsbad 01-3227 10/23/01 31. Plans indicate proposed showers. Revise plans to show, or note, compliance with the following requirements, per Section 111 5B.6.2 and California Plumbing Code: a) Grab bars comply with Section 111513.8 located: On walls adjacent to and opposite the seat. Mounted ~!33" but :Q6" above the shower floor. b) If a threshold or recessed drop is used, it shall be: :~1/211 in height. Be beveled or sloped :~450 from the horizontal. c) Indicate a folding seat, located on the wall adjacent to the controls, 18" above the floor. d) The soapdish shall be located on the control wall :~40" above the shower floor. e) A flexible hand-held shower unit is required with: A hose ~!60" long. Head mounted 48" above finished floor. END OF CORRECTION LIST To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 01-3227 10/23/01 I BUILDING DEPARTMENT 1. C a rls bad n9 DePartment NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 01-3227 Job Address or Legal Description 1096 Laguna Dr Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be-given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) Carlsbad 01-3227 10/23/01 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engineers/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection: E Soils Compliance Prior to Foundation Inspection fl Field Welding Structural Concrete Over 2500 PSI L High Strength Bolting Prestressed Concrete Expansion/Epoxy Anchors Structural Masonry Sprayed-On Fireproofing Designer Specified :i Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: Carlsbad 01-3227 10/23/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3227 PREPARED BY: Chuck Mendenhall DATE: 10/23/01 BUILDING ADDRESS: 1096 Laguna Dr BUILDING OCCUPANCY: 1-2 TYPE OF CONSTRUCTION: Unknown BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 1012 City Est 45,100 Air Conditioning Fire Sprinklers TOTAL VALUE 45,100 Jurisdiction Code 1cb 1By Ordinance I Bldg. Permit Fee by Ordinance $331.951 Plan Check Fee by Ordinance I $21 Type of Review: Complete Review Li Structural Only LI Repetitive Fee LI Other Repeats LI Hourly Hour * Esgil Plan Review Fee I $185.89 Comments: Sheet i of I macvalue.doc City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: BUILDING AD RESS. PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: NCHECW.:. CBO :.. EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. IA Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: FOR OFFICIAL USE ONLY /(_/ ENGINE RING AUTHORIZATION TO ISSUE BUILDING PERMIT By ATTACHMENTS LI Dedication Application LI Dedication Checklist LI Improvement Application LI Improvement Checklist LI Future Improvement Agreement LI Grading Permit Application LI Grading Submittal Checklist LI Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON Name: KATI-Il PPN M PARMPR City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet LI Sewer Fee Information Sheet A-4 CA 920081-7314. (760) 602-2720 • FAX (760) 602852 BUILDING PLANCHECK CHECKLIST SITE PLAN 2'° 3RD ,/tll D 0 1. Provide 'a fully dimensioned site plan drawn to scale. Show: 4TNorth Arrow 1 Right-of-Way Width & Adjacent Streets ,"Existing & Proposed Structures ,G Driveway widths ,p(Existing Street Improvements ,,-F( Existing or proposed sewer lateral ,2 Property Lines ,A< Existing or proposed water service ,ftEasements J. Existing or proposed irrigation service 2. Show on site plan: Drainage Patterns L Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per / standards. 0 0 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office,-etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Plancfled, Cldst Fo,m (Genedc)c 2 Rev. 7I14CO V BUILDING PLANCHECK CHECKLIST 1ST 2ND 3 rd DISCRETIONARY APPROVAL COMPLIANCE El El El 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.______________________________________________ 0 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS El 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm (¼J ' drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15,000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: S Date: IMPROVEMENT REQUIREMENTS El El 6a. All needed public improvements upon and adjacent to the building site must be NJ constructed at time of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:WORD1DOCS1Ct4K(ST3uIing Plantheck Cldst Form (RIDDLE - HARVEY 7.1200).doc 3 Rev. 12/2119E ND ST 2 3RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 fl 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 0 0 0 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 0 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ification may be required even E 0 7c. Graded Pad Certification required. (Note: Pad cert if a grading permit is not required.) H:WORD\DOCS\CHKLS1\EuiIdifl9 Plancheck Cldst Form (GENERIC 7.14-00).doc 4 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD D 0 0 7d .No Grading Permit required. 0 0 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 0 fl 8. A RIGHT-OF-WAY PERMIT is required to do work in City. Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 0 0 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: . •. Date: ........... ... . 0 0 M 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever /• occurs first. Li 0 0 11. II ,Rquired fees are attached No fees required WATER METER REVIEW 0 0 0 12a. Domestic (potable) Use . Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. H:\W0R0D0CSCHQST8u9ih1O Plandied, Mist Form (Generlc).doc • 5 Rev. 7114100 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST If owner/developer proposes a size. other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street) 0 Q 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: - Q STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:W0RD\DOC 8ukIIflg Planthedc Mist Form (Geneflc).doC 6 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled Water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. EJ 13. Additional Comments: Plantheck Cdst Fonn (GeneIc).doc 7 Rev. 7114100 V . ENGINEERING DEPARTMENT: FEE CALCULATION WORKSHEET O Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: . Bldg. Permit No Prepared by: Date: Checked by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units:________________ Types of Use: Sq. Ft./Units:_______________ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: .. Sq. Ft./Units: Types of Use: Sq. Ft./Units: Date: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: . WITHIN CFD: 0 YES .(no bridge t thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO o l.-PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS:______ o TRAFFIC IMPACT FEE ADT's/UNITS:. X FEE/ADT: .. =$___________ o BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 . DIST. #3 ADT's/UNITS:. X FEE/ADT:.: .. o FACILITIES MANAGEMENT FEE ZONE:_________ . UNIT/SQ.FT.: X FEE/SQ.FT./UNIT:. o SEWER FEE . EDU's: X FEE/EDU: . . = $________________ BENEFIT AREA: EDU's: X FEE/EDU: = $_______________ o SEWER LATERAL ($2,500) . o DRAINAGE FEES PLDA : HIGH /LOW_______ ACRES: X FEE/AC: = o POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 102 WordOocs\MIsformsFee Calculation Worksheet Rev. 7/14/00 V . ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: .. . . Bldg. Permit No.________________________ Prepared by: Date: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.'Ft./Units:. . EDU's: Types of Use: Sq. Ft./Units: _. EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO O 1. PARK-IN-LIEU FEE PARK AREA & #:._________ FEE/UNIT: . X NO. UNITS:. = $_____________ 2. TRAFFIC IMPACT FEE . ... ADTs/UNITS: X FEE/ADT: :. = $____________ 3. BRIDGE AND THOROUGHFARE FEE (01ST. #1 01ST. #2 DIST. #3 ADT's/UNITS: X FEE/ADT: . = $_____________ 4. FACILITIES MANAGEMENT FEE ZONE: . UNITISQ.FT.: . . X FEE/SQ. FT. /UNIT: 5. SEWER FEE EDU's: . X FEE/EDU: . . $_________________ BENEFIT AREA: EDU's: . X FEE/EDU: . . = $_________________ Q. SEWER LATERAL ($2,500) = $______________ 7. DRAINAGE FEES PLDA : HIGH fLOW______ ACRES: X FEE/AC: =$____________ O 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE • SDCWA FEE IRRIGATION 1 of WordDocsMlstormsFee Calculation Worksheet • Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST• w Plan Check No. C Address /O% &2yV1\ Planner Phone (760) 602-7 Z3 APN: . Type of Project & Use:t,iz Net Project Density: DU/C Zoning: General/Plan:__________ Facilities Management Zone: CFD (in/null # Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created" by this permit: - Legend: v,,j Item Complete Item Incomplete — Needs your action Environmental Review Required: YES ___ NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE / APPROVAL/RESO. NO. - DATE PROJECT NO. F OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:_________________________________________________ Coastal Zone Assessment/Compliance . . . Project site located in Coastal Zone? YES NO____ CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103,. San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO____ If NO, complete Coastal Permit Determination Form now. . Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floàr.Plans) 4 Compte Co'astái'Permit Determination Log as needed. - . H:\ADMIN\COUNTER\BldgPlnchkRevChklst 13 Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Os, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing V/N, Enter Fee, UPDATE)) Site Plan: FA F1 E 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets,. existing Street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Zoning: Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown D F Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown E 3. Lot Coverage: Required Shown LII LI 4. Height: Required Shown LI 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown eF_~ LI Additional Comments______________________________________________________ ,1 1/ OK TO ISSUE-AND ENTERED APPROVAL INTO COMPUTE TE H:\ADM)N\COUNTER\B)dgPlnchkRevChklst Carlsbad Fire Department 013227 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 11/08/2001 Reviewed by: rt, Name: Jim Wheeler Address: 9619 Chesapeake Dr. Suite 103 City, State: San Diego CA 92123 Plan Checker: Job #: 013227 Job Name: La Villas Care Fac. Bldg #: CB013227D Job Address: 1096 Laguna Dr Ste. or Bldg. No. z Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. U Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifidations provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. U Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st __________ 2nd _________ 3rd __________ Other Agency ID FD Job # 013227 FD File # CoAkSA. ENGINEERING Inc.. Structural Design & Analysis 7950 Silverton Ave. Suite 210 San Diego, CA 92126 TEL (858) 695-2761 FAX (858) 695-3367 #14101 VILLAS DE CARLSBAD 10/09/01 PROJECT: Structural Design & Analysis For Apartment Unit Interior Structural Remodel 6`6-0 / 3 27 CASA ENGINEERING Inc. 7950 Silverton Ave. Suite 210 San Diego, CA 92126 Tel. (858) 695-2761 Fax (858) 695-3367 Table of Contents Structural Design And Analysis ....................................P-i - P-12 (OFESS A. No. 052957 A) rn *\Exp. LY" • RooF r \ pF (ApT (to 2.o kA tic) rYJie* ToL 0 0--f 4- ~~4 CASA ENGINEERING INC. 7950 Silverton Ave. Suite 210 SAN DIEGO CA 92126 Job number .... :VILLAS CARLESBAD Date,time..... 10-08-2001 18:07:53 Reference..... :B1 ---------------------------------------------------- P . S. Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) .. 1500 Allowable Shear Stress for W':u':'d (psi) . ........... 106 Modulus of Elasticity for Wood (psi) . . . 1600000 Allowable Bending Stress for G.L.B.(psi).. 2400 Allowabel Shear Stress for G.L.B.(psi) ............165 Modulus of Elast ic ity for 13,L, B (psi.). ...... . 1800000 Allowable Bending Stress for P.S.L. (psi)... 290() Al lowabel Shear Stress for P.S.L. (psi). ......... , 260 Modul us of Elasticity for P.S.L. (psi ) . . . . ..... 2000000 DIMENSIONS: 1_i. Left Cantilever Span (feet)........ . .. 0 Beam Span (feet),,...., 14 L3 Right cantilever Span (feet),,....,... , 0 Max. Def. Lmax,/240 V/YES N/NO...................... Max, Def. Lmax. /360 V/YES N/NO . . . . ....... Max. Deflect ion (inchs) .......... o Taper Section Vertical/Horizontal ..... . ........... . 0 / C) Linear loads CASE Xl X2 Fl P2 FEET FEET FLF FLF A C) 5 1320 1320 B 0 0 0 0 C> C D C) C) 0 C) E C) C) C) 0 F o C) o --------------------------------------------------------------------- C F':' i nt loads; CASE X P FEET FOUND A 5 14520 B 0 0 D 0 E C) C) F 0 0 LINEAR LOAD POINT LOAD C:OMBI A B C: D E F A B C: D C:om. 1 1 6 0 0 0 0 1 0 0 L E F 0 CASA ENGINEERING INC:. 7950 Silvertc.n Ave. Suite 210 SAN DIEGO CA 92126 Job number.... :VILLAS CARLESBAD Date,time..... 10-08-2001 18:07:53 Reference ..... :B1 **** Summary Analysis *** 3 Bending .psi Value Lu:'cat. ft. 3 Section Stress L':'cat. Moment Max.ft. ft 57262.26 4.998 3 1 3-1/2x26 1742.554 4.998 Moment Min.#.ft 0 3 2 4-3/8x20 2355.933 4.998 Shear Max. # 14737.23 0 3 3 5-1/4x18 2423.799 4.998 Shear Min. ft -6364.285 5.012 3 4 7x16 2300.716 4.998 Reaction Left ft 14755.71 Reaction Riqht# 6364.285 3 ----------- Deflect ion (inches) -------------- Shear((psi) Sec. Max, Lc'cat. Min. Lccat. Stress Lc'cat. 1 .1560124 6.37 -1.523388E--3 13.986 242.9214 .014 .274207 6.37 -2.676009E-3 13.986 252.6383 .014 3 .313451 6.37 -3.059078E-3 13.986 233.9244 .014 4 3347252 6.37 -3.267345E-3 13.986 197. 3737 .014 C:ASA ENGINEERING INC. 7950 Silverton Ave. Suite 210 4 SAN DIEGO CA 92126 Job number.... :VILLAS C:ARLESBAD Date,time..... :16-0e-2001 18:08:25 Reference..... : B2 PS.L. ----------------------------------------------------- Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi).... .......i.1500 Allowable Shear Stress for Wood :Psj:....... 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi).. 2400 All':'wabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L. B. 1800000 Allowable Bending Stress for P.S.L. (). ....., 2900 Ailciwabel Shear Stress for P.S.L. (psi). 260 Modulus of Elast ic ity for P.S.L. (psi) .... 2000000 DIMENSIONS: Li Left Cantilever Span :feet),.., . . . . . . 0 L2 Beam Span (feet)........,., it:) L3 Right Cantilever Span (feet) ............ 0 Max. Def. Lmax./240 V/YES N/NO,.,,... Max, Def. Lmax./360 V/YES N/NO..................... Max. Deflect ion ( inchs) .......... C) Taper Section Vertical/Horizontal . .................. C) / C) -------------------------------------------------------------- Linear loads CASE X1 X2 Pi F'2 FEET FEET F'LF F'LF A 0 10 1320 1320 B C) C) C) C) C) C D C) C) C) 0 C) E C) C) C) C) F C) () C) C) Point loads CASE X F' FEET FOUND A C) C) B C) C) 0 B C) C) E 0 C) F C) C) --------------------------------------------- LINEAR LOAD POINT LOAD COMBI A B C D E F A B C D E F 1 0 0 0 0 0 0 0 0 0 0 0 CASA ENGINEERING INC 7950 Silvertc'n Ave. Suite 210 SAN DIEGO CA 92126 Job number .... :VILLAS f:ARLESBAD Date,time..... :10-08-2001 18:08:26 Reference..... :B2 , ----------------------------------------- ****Surnmary Analysis *** 3 Bending psi Value Lcu':at. ft 3 Section Stress Lc'cat. Moment Max.#.ft 16500 5 3 1 3-1/2x12 2357.143 5 Moment Min.ft.ft C) C) 3 2 43/8x12 1885.714 5 Shear Max. ft 6586.8 C) 3 3 5-1/4x9-1/2 2507.321 5 Shear Mm. ft -6600 10 3 4 7x9-1/2 1880,491 5 Reaction Left ft 6600 Reaction R I g h t # 6600 3 ----------- Deflect ion (inches) ------------- Shear (psi) Sec. Max. Lc'cat, Min L':'cat. Stress Locat. 1 .2927606 4,98 -2,826928E-3 9.93 235.7143 10 2 2342081 4.98 -2.26142E-3 9.99 188,5714 10 • .1 I7 JL? .J .11 I_ .198.4962. . .._ - - 4 2950225 4.98 -2. 848988E-3 9.99 148. 8722 10 V ' I3 1pt \t wp*~- ASO Li mç \\L4 L. °8 SAt k Ma .7. 1I_t ( o±rx = t WV Lateral analys . . ukLAJER . Grid ...... j.......... 964.. I &gcL4Q Shear wall kngth =..Q4.SiJS-c-.R Shear wall height .ft Ratio (high/Length)-- 6 - ( - <=2 o.k. Fsc t O. ii Shear per fi.= = I 1 Use wall type ( ........ ........ ) both side ( ...) one Uplifi= ........ .x .... ?- ......................................... Use holdown Use post Use anchor bolt ~JJ r-'POYY y... UseDrag..................................................... Redundancy Factor Roe Section 1630.1 UBC 1997 AB ...SF, ()A.5=....5 SF, v ri= Fs (wall)x 10/Lw...................L3.L ................................................... r max-- ii! Fs(shear level) ...................... O.'3 ..(eq. 30-3) Roe 2 - (20/ r max x sqr(ab))-= ............... ........................................... 1.0 <= Roe= <= 1.5 o. k. I Lateral - Giid...2 ........ Shear wllIth=..2..f..3.t ....... ft Shear wall height ........................ ft Ratio (higMength)= -- -, (4 ' <=2 o.k. . Fs(Seismic) Fnd Shear per ft.= \ 6 C = \ OV \YJ Use wall type ( .... ...... . ......... ) both side ( ...) one side(........) uplift = .......... ........ xi ............... - ................................. ........ = ....... ...ci..t-. Use holdown ...... PVVO!~~ .............................. Use post ................ ..(4)#.k Use anchorbolt .... UseDrag..................................................... Redundancy Factor Roe Section 1630.1 UBC 1997 AB= ... 7................ SF, (AB) A.s=... ............SF, V== Fs(wall)x 10 ............................................................................. r max ru Fs(shear level) ............................ ............................................ (eq. 30-3) Roe 2- (20/ r max x sqr(ab))-= .................... . .'Lo.............................. 1.0 <= Roe= <= 1.5 o.k. / Lateral ana Lo rc 10 Grid .fl ........ b .&&grkL Skar walltength= ............ 3f ft all height ........................ R Ratio (hiMength)= <=2 o.k. Fs(Seismic)= Fw(Nkrind)-- OIT.:-~ ... Too ...................... # 113 09 J-plfl Shear per fl. Use wall type ( ...... . ......... ) both side ( one side(.) Uplift = ____.4.Iic... x.. - . = . Use holdown -4C --G ................... 59 Use Drag . Redundancy Factor Roe Section 1630.1 UBC 1997 AB=i!2(.........SF, (AB) A. ............SF, V= n= Fs (wall)x 1O/Lw= ................. ......................................................... 11 r max-- ru Fs(shear level) ...................... (eq. 30-3) Roe= 2 - (20/ r max x sqr(ab))= ... .................. ..J.Q............................ 1.0 <= Roe= <= 1.5 o. k. . analysisLateral ievel ------ Low ~>j C, Il. Grid.). idC &grid .L. Shear wall length Shear wall height . ft Ratio (higMengh)= <=2 o.L Fs(Seismic)= ... qvo-b)-~ ... ........... : ...................................... # Shear per fI. Use wall I e (..) both side ( one Uplift = . - Use holdo PAW..?. if I Use anchor bolt I Cc1 7J Use Drag ...................................................... Redundancy Factor Roe Section 1630.1 UBC 1997 AB=...................... SF, (ABy'.5= ...................... SF, V= ri= Fs (wall)x IOfLw= ................................................................................ ft r max-- ru Fs(shear level) ............................................................................... (eq. 303)• Roe= 2-(20/r max x sqr(ab))= ... ......................... ............................... 1.0 <= Roe= <= 1.5 O.k. Level ..... Lateral analys Grid .....C... between giid.E shear waif length ft Shear wall height . ft Ratio (high/kngth)= <2 o.k. FSeisc . F wffi nd \\ Shear per ft.= Use wait type (./.) both side ( one side(.) Uplift = - i..7. O.IQ. Use holdow ........................................... Use post .......... ........................... Use anchor . ....JD !C Use Dg....................... 6 C Redundancy Factor Roe Section 1630.1 UBC 1997 AB=..1............SF, (AB) SF, V= n =Fs (wall)x 10fLw ........................ (.o r max-- ii! Fs(shear level)............................., ..............................................(eq. 30-3) Roe= 2-(20lr max x sqr(ab))= --- ................. ..................................... 1.0 <= Roe <= 1.5 o. k. -...... -. - I® 1 14A 1 77 1- © I - IThI1LIJ ______ 71 .... .. . .... 0 i-dHT 1 _01 91 -- () (.:1).) ç. -? Cl H Q Cl H Ti: j:i77 Z4 ç _ I ..4 •.. . __ ------.. .. -s-iH- L) __-j •J_/_\ I h 4 I 110-ti-i zi) .'•/& p.J