Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2763 STATE ST; ; CB940622; Permit
BUILDING PERMIT 06/23/94 16:57 Page 1 of 1 Job Address: 2763 STATE ST Suite: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 203-054-01-00 Lot#: Valuation: 15,000 Construction Type: VN Occupancy Group: B2 Ref erence#: Description: REMODEL EXISTING SPACE AND ADD PORCH Appl/Ownr : PEACOCK, DENNIS 2763 STATE STREET CARLSBAD, CA. 9200— *** Fees Required ( ---------------------------- Fees: 36800 3 Adjustments: / .0 Total Fees: 368.00 Fee description --------------- Building Permit Permit DI Mn ('hr1, Strong Motion Fee * BUILDING TOTAL I Enter - "Y " I Y II for Plumbing Issue F ) 7.00 Each Plumbing Fixture or Trap >\2 / Each Building Sewer > 1 15.00 * PLUMBING TOTAL \INCORPORATED Enter "Y" for Electric Issue Fee 1952 Enter "Y" for Remodel * ELECTRICAL TOTAL /// 7/ 50 Enter 'Y' for Mechanical Issue Fe Each Install/Reloc Vent 4 * MECHANICAL TOTAL Permit No: CB940622 Project No: A9400874 Development No: 7518 016/23/9 001 Dl O Tot TotaPay r\j\Ba 1 anc iJnits .00 105.00 263.00 Ext fee Data --------------- 162.00 105.00 3.00 270.00 20.00 Y 14.00 15.00 I: 49.00 10.00 Y 10.00 Y 20.00 15.00 Y 13.50 29.00 Status: ISSUED Applied: 05/25/94 Apr/Issue: 06/23/94 Entered By: MDP 619 4314!0078 es"Coll'ècted & Credits fO).. \. --------------------- I I"YL APPROVAL INS~1C DATE/O-12/ 1 0VLEARANCE' _______________ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 S UCATION City of Carlsbad BuiLding Department 2075 Las PaLiims Dr., Carlsbad, CA 92009 (619) 638-1161 PERMIT TYPE From List I (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: PLAN CHECK NO. fr- ESF. VAL / ' bOc'. PLAN CK DEPOSIT 71.1-1 I- - - Net Loss/Gain of Dwelling Units PROJECT INFORMATION FOR OFFICE USE ONLY Address Building or Suite No. 7 3 S7797 Nearest Cross Street LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BELOW IF SUBMIT! ED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report DI Addressed Envelope DESCRIPTION OF WORK 7;.*491'7' , ''32.c) I A, Fr. -- # OF STORIES (/) # OF BEDROOMS # OF BATHROOMS (2 A. tAJN IIV...L rZ=MJn k1l U111IHL 110W dlldIlLJ NAME (last.name first) ES$ 27$' S 779 7 s'7 STATE ZIP CODE DAY TELEPHONE Y 4. APPLICANT U WNTHACIOR U AGENT FOR WNTHACTOR XQWNER U AGF.N.FOR OWNER NAME (last name first) /..ViDDRESS CITY STATE ZIP CODE d DAY TELEPHONE 5 PROPERTY OWNER NAME (last name first) ,'9''_ /4.i4 ADDRESS —2 7e,_-7 CITY .1-SI'.'927 STATE ZIP DAY TELEPHONE 9/— 42 7rfi WNTRACTOR NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME (last name first) 2 #9Y,V - . x ' Zo CITY ''" - STATE ZIP CODE -' DAY TELEPHONE 1/S'0KYATE LIC. #a /s-Z 4577 WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE .4a/to become subject to the Workers' Compensation Laws of California. - OWNER-BU OWNER-BUILDER DECLARATION / Owner-Builder Declaration: I hereby allirm that I am exempt from the Contractor's License law tor the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 1, 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). 0 1 am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is pt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects t alp icant to a civil penal of not more than five hundred dollars [$500]). SIGNATURE c...., DATE Is tKe 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? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0 N IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NCYF BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICF. -- I hereby affirm that there is a construction lending agency for the performance 01 the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT U1111'ICNflON 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 it) SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARlSBAD AGAINST All UA13I1I11ES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID Cl1Y IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Buildin Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pe s ot commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandon at time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Codea, APPLICANTS SIGNATURE — DATE: S.94 — WHITE: File YELLOW: Applicant PINK: Finance 0 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB940622 FOR 10/11/94 INSPECTOR AREA PD DESCRIPTION.: REMODEL EXISTING SPACE AND PLPNCK# CB940622 ADD PORCH 0CC GRP B2 TYPE: CTI CONSTR. TYPE VN JOB ADDRESS: 2763 STATE ST STE: . LOT: APPLICANT: PEACOCK, DENNIS PHONE: 619 431-0078 OWNER: REMARKS: BJN/STEVE/720-0220 CONTRACTOR: Y11UN: INSPECTO39 -(,1S SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION . ACT COMMENTS 19 ST Final Structural Af 29 PL Final Plumbing f 39 EL Final Electrical 49 ME Final Mechanical 1 INSPECTION HISTORY ***** DATE DESCRIPTION 091994 Final Combo 082694 Final Structural 082594 Final Combo 081894 Final Combo 080594 Roof/Reroof 072794 Interior Lath/Drywall 072294 Interior Lath/Drywall 071994 Frame/Steel/Bolting/Welding 071994. Interior Lath/Drywall 071994 Rough/Topout 071994 Rough Electric 071494 Frame/Steel/Bolting/Welding 070594 Ftg/Foundation/Piers ACT INSP COMMENTS CO PD CO PD CO PD NOT READY CO PK SEE NOTICE AP PK ROOF SHEATHING AP PD PA PY ND BATHROOM AP PD AP PD AP PD AP PD CO PD AP PD FOR BREEZEWAY 1. LEIGH ZAHNoL©UU1©c 705 THIRD STREET • SUITE F • OCEANSIDE, CA 92054 (61 9) 967-0279 September 20, 1994 Re: Final inspection at 2763 State Street Attention: Building Official, Please file this memorandum in your records per your request. In reference to ventilation for offices A & B, the combination of a ceiling exhaust fan and openable skylite was a negotiated item between the City of Carlsbad, and the general contractor. Architect believes that this arrangement complies with the intent ':'f UBC and Title 24 energy conservation. Sincerely, Leigh Zahn, Architect License No. •C 1967 CC., File, LTR GC 94112.003 L,EJGH,ZAHNo&MCM0V-MCV,"" .705 THIRD STREET SUITE F' OCEANSIDE, CA 92054 (619)967:0279 . Septernbev 201, 1994. . Re Final inspe.ction at 2763 State Street Attention: Building Official, Please file this; "as -built sketch of the handicapped accessible restr':'c'm in your • records per your request. Sincerely, . ,. ------------------------------------ Leigh Zahn, Arc ,it,t . ' License NO. C 15967 V I • cc File, LTR GC 94112.002 •• .• ____________ .• . • V411 T H- 4 - - FINA UILD NG INSPECTION RECEIVED SEP 22 1994 DEPT: BUILDING ENGINEERIN// IRLLANNING U/M DATE: 09/19/94 WATER 0 PLAN CHECK#: CB940622 PERMIT#: CB940622 PERMIT TYPE: CTI PROJECT NAME: REMODEL EXISTING SPACE. AND ADD PORCH 0 ADDRESS: D7TEIJ CONTACT PERSON/PHONE#: MW/DENNIS/720-0220 SEWER DIST: CA WATER DIST: CA INSPECTEq.&,. DATE INSPECTED: APPROVED PPROVED. INSPECTED U DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE -BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: 0 00 m6c ap Roofing Co. September 20, 1994 Mr. Pete Dre•i1beIbif City of Carlsbad FAX (69) 438-0894 o This is to certify that our recent installation of wood shakes on mansard portions of the renovation at the property specified above were Class B tire-treated shakes. Please feel free to call me if you have questions on this information, or if your require additional documentation. Thank you. Tod McKay McKay Rooting Co. 7280 MISSION GORGE RD. • P.O. BOX 600221 • SAN DIEGO, CA 92160 • (619)287-9900' FAX (619) 287-0204 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 6 / 20 / 94- JURISDICTION: n rrr OF PLAN CHECK NO: 94- 62-2. SET: PROJECT ADDRESS: 2? M 0 APPLICANT JURISDICTI PLAN CHECK: OFILE COPY DUPS ODES IGNER PROJECT NAME: -r g PORCH 'Af.)DIT-I L?tq E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's buildig codes.'--- The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ovL 1)k.ciare resolved and checked by building department staff. E 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. LJ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl 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: .27 3 s1-* cE 0 Esgil staff did. not. advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone D REMARKS: By:t',AIIID YAV Enclosures: ESGIL CORPORATION Mu GA 0 C 0PC top T,bIed Arr1 Paek c9 OIPJ M. - r1-Q.. rrp1,.Ie chll 1y oCccc a Is I d -f1 "- ' " t1 (•-J- ___ 4&e p lan 717a h - PH,v;cJ gv- - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 PLAN CHECK NO: 4-6 z SET: PROJECT ADDRESS: 276 DATE: JURISDICTION: ./3 f? CARLSBAD 0 APPLICANT PiS!J MUM 4Ii 110 LIPLAN CHECKER OFILE COPY []UPS flDES IGNER PROJECT NAME: _I_..PReH AfD1T!Ot-4 E) The olans transmitted herewith have been corrected where U necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply El 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 be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the - jurisdiction to return to the. applicant contact person. The applicant's copy of the check list has been sent to: V) (3 3 276 g Esgil staff did not advise the applicant contact person that plan check has been completed. flEsgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone 0 REMARKS: By:A":L YAQ Enclosures: ESGIL CORPORATION 10GA 0 CM 0 r'c PLAN CORK=OK SHEEr IMPROVEKENT PLAN CF= NO.:— 674 (' Z Z Date plans received by jurisdiction: JURISDICIION:CARLSBAD Den nic i3ocock 276 3 <—!— s+ CA C? 200? BUIIDDG USE: ff_( TYPE OF NS'CflOII: V—/s.! ,',c(JL r-h ACTUAL AM: 51 2 ALtA&BLE AREA: _00000 SPRD.: ,¼.I 0 OJPANT LAD: I I- Date plans received by Esgil Corporation: Date initial plan check completed: By: DAVi 13 Applicant contact person: 11n1,1.C R"eCok.Tel. 43(-007,f 143'eLjLf~ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Phnbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items Dust be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed uo the recheck Drocess. note on this list for acooy)_ where each correction item has been addressed, i.e., plan sheet, suecification, etc . Be sure to enclose the marked tm list when you submit the revised plans . LIST NO. 41 CARLSBAD TENANT IMPROVT wlrtioul SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLE!TS, 1991 UBC 1. Please cake all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please cake all corrections on the crigir.al tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of thelegal owner and name of person responsible for the preparation of the plans. Section 302(d). Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). 7. 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. 9. 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, rdo.fing, 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. 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 classificaticns of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. yl. Provide a note on the plans indicating if any hazardous materials will be stored and/cr used within the building which exceed the cuantities listed in U3C Tables 9-A and 9-3. iA. A complete description of the activities :-nd processes that will occur in this ten.ant 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-.; and 9-3 possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). ,L. 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. 24. 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. 16/ The aggregate quantity of any hazardous f materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-3 for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. 17. Provide a statement on the Title Sheet of the plans that this project shall comply with. Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. S Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and dicate the scale on the plan. Section 302(d). All }emS Of-P(e ' 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. Al. Specify on the plans the fire ratings of / assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. ( T Qc4 ,G.Li) Q,iCt31Q - (net ef OPh,,l ?) 21 c/o which I o+Ie of c2cl p I ' ttj),,rL / i,1t('. ,. _G,;,-Q ? --F -h '- ',j a 142-Z7t'2 9 ' 1/ 8/4/92 -q i;;i ,ç 'f 2 2A. Identify existing walls to be removed, existing walls to remain and proposed'new walls. Identify bearing walls, non-bearing walls, and shear walls. Show safety glazing in the following locations, per Section 5406(d): a. where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is 3 an intervening wall between the door and the glazing or if the glazing is SI-oil or , higher above the walking surface). &t cepfor_ $. Glazing greater than 9 square feet with I the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from l. walking surfaces or if a complying protective bar is installed). . Glazing in shower and tub enclosures / (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior .32. partitions. Show: (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Are neI)~l4)4Iic 313. (b) Method of attaching top and bottom plate4 to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). (c) Wall sheathing material and details of 34. attachment (size and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof 35. framing or floor framing. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a cne-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area cf such unsepa.rated rooms and assembly uses exceeds 5000 squ.a_-e feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705(c). Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "Class _]!L flame spread rating- (minimum) for nil r,r.'C...' .11 S Note on plan that suspended ceilings shall comply with UBC Tables tel-A and 23-P. f A / I'*tJ SLs1,.e,rIed Cell -J(fec4. In building hay.ng floo's a 5 nd roofs of wood 1 frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). A -hour occupancy separation is I required between occupancy and the occupancy. Table 5-B. 3,7< Ducts penetrating occupancy or area separation I walls must have fire dampers. Section 4306 (j). In areas where the occupant load exceeds —, two exits are required. See_________________ ___ Table 33-A. 3'. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). /0. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 7/8/92 3 The maximum number of required exits and their 5. Corridors must provide continuous protection required separation must be maintained until / to the exterior of the building. egress is provided from the structure. Section I Interruptions by an intervening room is not 3303(a). permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not 4. Rooms with more than 10 occupants may have one considered intervening rooms. Section 3305. exit through one adjoining room. Revise exits to comply. Section 3303(e). Corridors and exterior exit balconies serving Exit signs are required whenever two exits are 10 or more occupants must be a minimum 144 1 inches wide and 7 feet high to the lowest / required. Show all required exit sign projection. Corridors serving less than 50 locations. Section 3314 (a). occuoants may be a minimum of 36 inches in / width. Section 3305(b). L. f Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). /6. When two exits are required, dead end / 45. Show the locations of existing e*its from the corridors and exit balconies are limited to 20 feet. Section 3305(e). / building and show the path of travel from the / remodel area to the existing exits. 5/. Corridors serving 30 or more occupants shall have walls and ceilings of one-hcur 46. Note on the plans: "All exits are to be construction. Show compliance or clearly show openable from inside without the use of a key on clans which of the following exceptions has or special knowledge". In lieu of the above, been satisfied: in a Group 3 occupancy, you may note "Provide a sign on or near the exit doors reading THIS Corridors greater than 30 feet wide when DOOR TO RAIN UNLOC) DURING BUSINESS HOURS". the occupants have an exit independent This signage is only allowed at the main exit. from the corridor. Section 3304(c). Exterior sides of exterior exit 47. Exit doors should be a minimum size of 3 feet balconies. by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. / C. Corridor walls and ceilings need not be Section 3304(f). II door .Sj4 ('ncli(4.C_. of fire-resistive construction within i c_ 13'€ o(cv. pick office spaces having an occupant load of in S. Exit ddors should in the direction of 100 or less when the entire story egress when serving an occupant load of 50 or which the space is located is equipped more or when serving any hazardous area. with an automatic sprinkler system Section 3304(b). Applies to door(s)_________ throughout and smoke detectors are installed within the corridor in accordance with their listing. 69. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is d. Within office spaces occupied by a single required on each side of an exit door used for tenant, partial height partitions which disabled access (may be 1" maximum where not form corridors and which do not exceed 6 used for disabled access). Section 3304(i). feet in height need not be fire resistive, provided they are constructed 5J. Doors should not project more than 7 inches in accordance with Section 1705 and are / into the required corridor width when fully not more than three fourths of the floor- opened, nor more than one-half of the required to-ceiling height. Section 3305 (g)* corridor width when in any position. Section I 3305(d). 5. Section 3305(g), Exception 5, cannot be used I / for non-rated corridors in a fully sprinklered L. Revolving, 'sliding and overhead doors are not I office space if the occupant load in the space permitted as exit doors if the occupant load exceeds 100. exceeds 9 or the exit door serves a hazardous area. Section 3304(h). 9. Section 3305(g), Exception 5 does not apply to corridors where the corridor serves as / 2-comoon Provide panic hardware in Group A,E,H-1,H-2,H-3 ( exit for non-office areas (manufacturing, and I occupancies. Chapter 33. warehouse, etc.). Double acting doors are not allowed when /60. Section 3305(g), Exception 5 is applicable for floor; the corridors / serving a tributary occupant load of more than only corridors on one 100, or when part of a fire assembly, or part on the lower level(s) must be rated if these of smoke and draft control assemblies or when lover corridors have openings into them from equipped with panic hardware. Section other levels. 3304(h). 5/28/92 4 .71. Provide evidence of Health Department approval / (for restaurants or for tenants using X-ray equipoent). i4. If nonflammable supply cylinders for medical I gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. Submit plan Showing location of all panels. 77 submit panels schedules .OWDJ(n View .lU Submit electrical load calculations Indicate existing main service size. Indicate existing total r.ain service load. Indicate new additional loads. Indicate wiring method, i.e. 3X1, metal flex. Show exit signs on the elec:rical lighting 7 plan(s). As per Section 3313 and 3311' of the .1991 13C, provide two sources ci pr to exit signs and exit illumination. Provide receptacle(s) within 25' of HVAC 7 units.. C Section 509. Provide multimle switch lighting controls per Title 24., Part 6. IF '/OL( %tJSrAU I Mew Lu.14'rimG, ui MLC.L Provide mechanical ventilation in all rooms capable of supplying a nininum cf. 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant., Section 605 and 705, !BC. c'' a cr s A Provide mechanical plans showing existing and proposed .HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) Detail overflow (secondary) condensate / discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) Fire rated corridors are not to be used to convey air to or from rooms. UMC Section '1002. PLDC Provide gas line plans and calculations, showing pipe lengths and gas demands. U?C Section 1219. 9/ Provide drain, waste and vent plans. Provide water line sizing calculations. U?C Secticn 1009. 91: Detail how floor drain trap seal is to be ' maintained. U?C Section 707 (floor drain trap / prizing). 9. Show P & I valve on water heater and detail drain line route from P & I valve to the exterior. ?C Section 1007(e). Show 111'" per 12" slcpe on drain and waste lines. U'?C Section 1'07. /8. Provide a drinking fountain at each floor I level in assezbly occupancies (except drinking and dining establishments). t.BC Section 605. (. Note en the plans that new water closets and \....J associated flushometer valves, if any, shall use no more than 1.5 gallons per flush and shall meet perfcrmance standards established by the American National Standards Institute Standard 4112.19.2, 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.I9.2. H & S Code, Section 17921.3(b). MERGY 100. Provide cozolete energy design calculations, including all existing design and new energy design for this building. See'ae.tace4—notr 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 SCPPL!7T lQ. Roof mounted ecuimmant must be screened and roof penetraticns should be minimized (City Policy 80-6). i3. No wiring is permitted on the roof of a I building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) s /S - - ' -/t4 Pd' it e 0 C P9 Ago ,. , A /r $d /i.s / & S 4 4.) &,tJ .1 - / A ty . h' -, / iQ.i e C0 cc . 5, A&'o /s,a,opc 0 7'r 6/25/93 6 10t. All roof-nounted equipment shall be concealed (ii) C a ( fl(Jfl APy Cy detailing fcr / fron view. Provide structural I the screening. !_scIAN1XJS Please see additional corrections or renarks --rhe "c'p,Ap n ;r-i. " ppf'rc*;1. that follow. pci 40 106. To speed up the recheck process, note on this list (or a copy) where each correction item has .-4- rI'. been addressed, i.e., plan sheet, note or I detail number, calculation page, etc. Please indicate here if any changes have been made to the Plans that are not a result of H' f corrections from this list. If there are other --Per- P_ i c' changes, please briefly describe th63 and where I i-.— ' ce I they are located in the plans. Have changes been made to the plans not C 7 Ii " 'r'iii i resulting from this correction list! Please - check. Yes No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California .92123; telephone number - of 619/560-14682 to perform the plan check for your project. If you have any questions regarding these plan check itens, please contact________________ 1:)AviD '1,4.0 at Esgil - Corporation Thank you. Enclosures: 6/25/93 . 7 CODE MINIMUMS The listed items are excerots from the 1991 Uniform Building Code. The items relate orimarilyh to licht wood frame construction. Te pages may be "sticky backed" on plans and any items not shown elsewhere on the plans will be governed by the code minimum item(s). If --the plans show items that are more restrictive than the code minimums then the most restrictive situation shall apply. I. FOUNDATION AND UNDERFLOOR 1. Concrete Strength. Concrete for footings must have a minimum compressive strength of 2000 psi at 28 days or composed of.: 1 part cement 2 tarts sand 3 parts of 3/4" maximum size rock Not more than 7 gallons of water per sack oz cement. 2. Wood and Earth Separation. Foundations supporting wood must extend at least 6" above the adjacent finish grade. [USC Section 2907(a)] provide 181! clearance under wood joists and 12" clearance under wood cirders which are not pressure treated. [USC Section 2516(c)21 3. Concrete Slabs. Slabs on grade must be at least 3" thick. (USC Section 2623] 4. Treated Wood. All foundation plates or sills and sleepers on concrete or masonry which is in direct contact with earth must be pressure-treated wood or foundation redwood. Wood joists closer than 18", or wood girders or supports closer than 12" to the ground, must be pressure treated. [USC Section 2516(c)) S. Anchor Bolts and Footing Sills. All sills must have full bearing on the eooting wall or slab and must be bolted to the foundation with " nominal diameter steel bolts embedded at least 7" into concrete or masonry. Bolts must be spaced not to exceed 6' on center. There must be 2 bolts per Diece with bolts not over 12" from cut erd of sills. [USC Section 2907(f)] 6. Underfloor Vents. Underfloor areas must be ventilated by openings in foundation walls. Wall openi.ngs must have a net area of not less than 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings must be arranged to provide cross ventilation and must be covered with corrosion-resistant wire mesh with openings of W-inch in dimension. [USC Section 2516(c)61 7. Underfloor Access. Underfloor areas must be prcvided with an unobstructed crawl hole not less than 18"x24". Ooenings must be effectively screened or covered. (Z5C Section 2516 (c) 21 II. WOOD FRAMING Lumber. All c•is:s, rafters, beams, and posts 2" to 4" thick rust be No. 2 Grade Douglas Fir-Larch cr better. All posts and beams 5" and thicker must be No. 1 Grade Douglas Fr-Larcn or oetter. Wall Bracing. Every extericr wood stud wall and main crcss partiticns must be braced at each end and a: least at every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. (USC Section 2517 (g)33 Lateral Support. Flccr joists and rafters more than 10" in depth and spanning more than 3 feet must be supported laterally by bridging or solid blocking at intervals ncz exceeding 8 feet. TUEC Section 2506(h)] Blocking. Provide blocking at ends and at su000rts of floor joists, and for rafters at exterior walls. [USC Section 2517(d)31 S. Roof Blocking. Provide 2" full depth solid blocking at ridge line and at exterior walls on trussed roofs. (USC Section 2517 (h) 7] Double Joists. Floor joists must be doubled under bearing oartitions running parallel with the joists. [USC Section 2517 (d) 5) Rafter Purlin Braces. . Purlin braces shall be not less than 45 degrees to the horizontal. (USC Section 2517 (h) 61 Rafter Ties. Rafter ties must be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. (USC Section 2517(h)51 Clearance. Provide " minimum clearance between top plate of interior non-bearing partitions and bottom chord or- trusses. (USC Chapter 231 1.0/18/93 Page 1 of 4 CM Top Plate. Provide double top plate with minimum 48" lap splice. [UBC Section 2517(g)21 Nailing. Nailing will be in compliance with UBC Table 25-Q. A copy of this table is reproduced on page 3. Fire Stops. Horizontal fire stops must be provided for walls at ceilings, floor levels and concealed spaces at 10' O.C. [UBC Section 2516(f)] Studs. In one- or two- story buildings, studs for exterior walls and interior bearing walls must be not less than 2" x 4" at 16" o.c. Studs 2" to 4" thick and 2" to 4" wide and not more than 8 feet long must be "stud grade" Douglas Fir-Larch or better when su000rting not more than one floor and a roof Studs for bearing walls must not exceed 8 ft. in height. [UBC Section 2517(g)] Laminated Wood. An AITC Certificate of Conformance for glued laminated wood members must be given to the Building Inwector orior to their installation. iuit section 2505] III. GENERAL MATERIAL SPECIFICATIONS Mortar Mix. Mortar to be used for construction of masonry walls, foundation walls and retaining walls must be 1800 psi minimum and may consist of: 1 part Portland cement 33 parts sand 4( part hydrated lime or lime putty Plastic cement may be used with 1 part plastic cement to 2W to 3 parts sand. [UBC Table 24A, UBC Standard 24-201 Grout Mix. The mix for the grout may be: 1 part Portland cement 3 parts sand 1/10 part hydrated lime or lime putty 1 to 2 parts pea gravel (3/8" maximum) Water added to pouring consistency without segregation of grout constituents. The use of plastic cement is not allowed for grout. LUBC Section 2402] Masonry. The masonry units must comply with ASTM Spec. C90-86, Grade N for hollow unit concrete blocks. (UBC Standard 24-4] Reinforcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete structures must be deformed and comply with ASTM Spec. A615, Grade 40. (UBC Section 26031 10/18/93 Page 2 of 4 S. Structural Steel. Steel used as structural shapes such as wide flange sections, channels, plates and angles must comply with ASTM Spec. A-36. Pipe columns must comply with ASTM Spec. A-53. [U3C Standard 27-11 IV. WEATHERPROOFING Wood Siding. All wood siding must be placed over an approved, weather- resistive barrier. [UEC Section 1708(a)] Roof Covering. All roof inc materials and installaticn shall ccrr.ly with Chapter 32, UBC. Flashing Around Openings. Every opening in any exterior wall must be flashed with sheet metal or wateroroof building paper. (U3C Section 1708(b)] Weep Screed. A weep screed must be orovided for all weather-exposed exteicr stud walls finished on the exterior with stucco at the foundation plate line. (UBC Section 4706(e)) Easement Walls. 3asemenc foundation walls below grade must be demo- proofed on the outside. (U3C Sect n 1708(d)] V. GENERAL Attic Access. Attic areas over 30" high must be accessible by an opening not less than 22" x 30". With a furnace in the attic, the opening must not be less than 30" x 30" or 22" x 36". [UBC Section 3205(a), UMC Section 7081 Shower Enclosures. Shower walls must be finished to a height of 70" above the drain inlet with a smooth, hard, non- absorbent surface. [UBC Section 510(b)] Smoke Detectors in New Construction. In new construction, smoke detectors must receive their primary power from the building wiring when such wiring is served from a commercial source. Smoke detectors may be battery-operated when installed in existing buildings, buildings without commercial power, or buildings which undergo alterations, reoairs or additions regulated by tJ3C Section 1210(a), paragraph 2. TABLE NO. 25-0--NA1L1NG SCHEDULE ooNwEC1tOP NAiUSG' Joistxo sill or girder, toenail 3-Sd Bridging to joist, toenail each end 2-6d 1.1 6"bflooroi less to each joist, face nail 24d 11 & ider than 1 16' subfloor to each joist, face nail 3-6d S. 2' anbfioorto joist or girder, blind and face nail 2-I 6d 6 Sole. plaxetojoisxorblocking, face nail I6datI6o.c. 7, Top V.= to said. end nail 2-16d 8. Said to We plate - - 4-8. toenail or 2-16d, end nail 9, Double studs, face nail 16d at 24' o. c. lO Doubled top plaxes, face nail 16d at 16'o.c. Tap plates, laps and intersections, face nail 2-16d Continuous header. two pieces 16d ax 16' o.c. along each edge Ceilingj&.r.sto plate, toenail 3-Sd Continuous header to stud, toenail 4-Sd .15. C'efiring ioists, lap over partitions, face nail 3-16d Calingysts topaI1elrafters,facenaiJ 3-16d Rzfterto pine, ioennil 3-9d lbacetocathstodand plate, face nail 2-6d l'x8'h+igor, less to cub bearing, faze nail 2-9d 2OWdertzn1'x rsbeathingto each bearing, face nail 3-8d 2LBthh-apcomerStuds 16da24'o.c. Baik-cpgirdct and beams 20d at 32' o.c. at top and bottom and staggered 2-20d at ends and ax reach splice r iICT1ON HtJuG1) 23.2'pianks 2-16dat each bearing J 24. Ph-wood and partideboard:5 Subfloor, roof and wall sheathing (to framing): t' Lid less 6d Ed-3664 -or 8d2 Iii'-ll;( Combination Subfloor.underlayment (to framing): 3( and less 10d3 or Sd 6d 864 1LE'.l14' 1063 or 86 25.. Panel Siding (to framing): I;f or less 666 if 566 26. flborboard 5heath1ng:7 No. llga.S 663 No. 16 SO No. 11 ga.$ 563 No. 16 ga.S tCcnunon or box nails may be used except where otherwise stated. 'Common or deformed Shark 'Deformed shank. !Nails spaced at 6 inches on center ax edges. 12 inches at intermediate supports except 6 at all supports where spans an 48 inches or mom. For nailing of plywood and pnsidebozzd diaphragms and shear wails, refer to Section 2513 (c). Nails for wall sheathing may be common, box or casing. 'Cc mTwiX-zesmstam siding or casing nails conforming to the requirements of Section 2516 ?Pzstanss:spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports- 'Crcsistaxn roofing nails with 7116-inch-diameter head and 1112-inch length for '!2-inth sheathing and 134-inch length for 2513rinch sheathing conforming to the zequiremaitsofSection2516(j)l. Co,Tosioo-resistanz staples with nominal 7/16-inch crown and 1'/s-inch length for 1/2-inch - d1rath1ng and I 'h-inch length for 25/tinch sheathing conforming to the requirements of Scaion2336(j) 1, 10/18/93 Page 3 of TABLE NO. 29-A—FOUNDATIONS FOR STUD-BEARING WALLS—MINIMUM REQUIREMENTS' 2 NUMBER OF SUPPORTED BY THE ThICKNESS OF FOUNDATION WALL (Inches) WIDTH OF FOOTING (Inches) BELOWFLOORS THICKNESS OF FOOTING (Inches) I U DE DISTURBED GROUND SURFACE UNIT POt NOATIOW' CONCRETE MASONRY (Inches) I I 6 6 Il I 6 12 2 I 8 8 IS I 7 . IS 1 10 10 18 J S unusual conditions or frost conditions are found. footings and foundations shall be as required in Section 2907 (a). eTha pound under the floor may be excavated to the elevation of the top of the footing. 3Fou142tions ma support a roof in addition to the stipulated number of floors. Foundations svppoñ.ingroofs only shall be as required for supporting one floor. TABLE NO. 25-S-1—ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOFSHEAThING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS" PANEL SPAN RATINoa - PSYW003. ThICItWESS - (Inch) ROOF2 FLOOR MAXIMUM SPAN4 (In Inches) Maximum Span I (In Inches) I Load (In Pounds per Square Foot) Edges Block,d Edges Unblocked - Total Load - Uve Load 1.110 116 12. 135 130 0 2.160 5116,3!s 16 80 1 65 0 '3.200 3h. !s 20 70 55 0 4.240 k1s 24 16 60 45 0 5.240 ':. I. 24 24 60 45 0. 6. 31'16 '13:. 1.114. 1913. k-19 1 32 28 55 35' 16 740'2 2 /a 40 32 40' 35' 2()67 8. 4&24 - 3i; 1A 48 36 40' 35' . 24 17es values apply for C-C. C.D. Stnictura&1 and II grades only. Spans shall be limited to values shoii because of possible effect of concentrated loads. 2Unifotm load deflection limitations 1Igg of the span under live load plus dead load, 1/240 tmderlive load only. Edges may JIc blocked with lumber or other approved type of edge suppt_..• 3Spannting appears on all panels in the construction grades listed in Footnote No. L 4P1ywood edges shall have approved tongue-and.00re joints or shall be supported with blocking unless '/,-inth minimum thickness underlayment, or I inches of approved nellularor lightweight concrete is placed over the subfloor. or finish floor is 3/5-inch wood suip.Aflowobls unifonn lead based on deflection of '/36o of span is 165 pounds per square fooe(psfj. 5Fotroofliveload of40psfortotal load of55 psf.deczease spans by 13 percentr use panel %ith next pealer sean rating. 6M2v be 24 inches jf:/4.j wood strip flooring is installed at right angles to joists. "May be 24 inches where a minimum of lth inches of approved cellular or lightweight concrete is placed over the subfloor and the plywood sheathing is manufactured with exterior glue. '1Ploor or roof sheathing confonning ith this table shall be deemed to meet the design aiueia of Section 2516. 10/18/93 Page 4 of 4 DISABLED ACCESS REOU!REMENTS FOR REMODELS' (inckuling niterntions structural repairs additions tenant improvements and OCCUflC changes) A. GENERAL Full access compliance is required for remodels, including: The specific arca being remodeled, (i.e., the 'new" work). Existing cicmcifls in thc path of travel to the remodeled area. (a)Parking, (b)Walks, (c)llazards, (d)Curb Ramps, (c) Ramps, (QElcvators, (g) Stairs. Entrance to the remodeled area. (a)Entrance doors, (b)ExiL doors. Existing sanitary facilities serving the remodeled area. Existing drinking fountains and telephones serving the rcmocicicd area. REMODELS VALUE!) LESS THAN $72,1 192 When remodels arc valued at less than $79,119, the total access compliance may be limited to thcspcciric area being remodeled (i.e., "new" work), provided the following conditions are satisfied: The cost to upgrade the existing elements (described in A.2, A.3, A.4 and A.5 above) exceeds 20% of the cost of the proposed project, and The enforcing agency dctcrmincs that "an unreasonable hardship" exists (sec Lite attached Fonn HCA-1, to be completed by the applicant), and The plans must still show upgrades to the existing elements, but only to the point where the cost to do so will equal 20% of the cost of the proposed project. In choosing which cicmcnts to upgrade, the following priority list should be used: (a) Entrance to the building (b)Routc of travel (c) Restrooms (d) Public telephones c) Drinking fountains (f')Otlicr elements, such as parking, alarms, signagc, etc. C. REMODELS $79,119 AND l•IloHrR' When remodels are valued at $79,119 and higher, access compliance is required for the specific area being remodeled (i.e., "new" work), and for the existing elements (described in A.2, A.3, A.4 and A.5 above). Under some circumstances, certain existing elements (such as rcstrooms) need only comply with "equivalent facility" provisions in Title 24. This may l?c granted if the enforcing agency determines that "an unreasonable hardship" exists. REMODELS ABOVI3OR BELOW THE FIRST FLOOR / Certain types of facilities wcrc formerly exempt from accessibility requirements when they were above or below the first floor, but are now no longer exempt. These "special facilities" arc: Offices of physicians and surgeons Shopping centers Office buildings 3 stories or more high or more than 3000 square lect l)Ct story. Other buildings 3 stories or more high or more than 3000 square feet per story, unless a reasonable portion of services sought and used by the public is available on an accessible level. In alteration projects involving buildings described above that were previously built without elevators, areas above and below the first story must be accessible. However, the 20% provision described in item B.3 above applies, even if the overall construction value exceeds $79,119. Note: If a remodel does not consist of one of the "special facilities" above, and occurs on a level not served by an elevator or ramp, compliance is still required as shown in items A. I, A.2, A.3, A.4 and A.5 above. 'Note: in ddauiiniiig the valuc of a rciiiodcl. the total costs of all unprovclncnt.s since January 26. 1992 along the come path of travel must be includcd (even if the previous remodels were done by other le,ia,,ts). llic 20.perccit provisitism for tictecuinning if upgradc costs arc disproportionate and fur dctcuuniiug the auutu%,,,t to spend on upgrades shall be based on this total value. Please coniplctc the attached declaration huruui (Ioruuu h)I'CC). Based on hue h,ruvisn,uIs in Title 24, l'nul 2 uuf the CnIihurnin lhuihutiiug Code, EIrC1i%'c April I • 1994. DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS SCOPE: The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24, applicable as of April 1 • 1994. Per section 110 B, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with physical disabilities as follows: Any building, structure* facility, complex, or improved area, or portions thereof, which are used by the general public. Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. Any curb or sidewalk intended for public use that is constructed with private funds. All existing accommodations when alterations, structural repairs or additions are made to such accommodations. GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other improvements, these standards apply to all additions, alterations and structural repairs. These standards incorporate the requirements covered in Title II and Ill of the Americans with Disabilities Act of 1990. Items preceeded with an asterisk (1 are examples of changes that have occured since the previous regulations. NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. SITE ACCESSIBILITY: Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. • When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. At every primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs Shall indicate the direction to accessible building entrances and, facilities. Where stairways occur outside a building, see section 3306(q) for requirements. DISABLED ACCESS PARKING SPACES: [,Am y k A. • The required number of accessible parking spaces in new facilities • (or in existing facilities where a change of occupancy occurs) is as follows per Table 31A: • 1 for each 25 spaces up to 100 total spaces. 1 additional space for each 50 spaces for between 101 and 200 total spaces. 1 additional space for each 100 spaces for between 201 and 500 total spaces. For' between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. If total number of spaces is less than 5, one shall be 14'0 wide and line to provide a 9'0 parking area and 5'0 loading and unloading area. There is no. requirement that this space be 'identified or reserved for the exclusive use by persons' with disabilities. B. • Outpatient facilities require a minintjm of 10% of the total number of spaces to be accessible. If facilities specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall be accessible. See section 3107A(a)3.a and b. C. • Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility entrance. The space requirements of section 3107A apply to facilities with valet parking, per. section 3 1'08A(c). D. • Accessible spaces shall be located as follows, per section 3107A(a)1: On the shortest possible route to an accessible entrance when serving a particular building. On the shortest route of travel to an accessible entrance of a parking facility. O/NR/G Non-Residential Access Requirements Page 2 Plan Review Ceueclon bat April 15, 1994 3. Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. Note: This section does not apply to existing facilities where local ordinances preclude requirements unless a change of occupancy occurs. E. 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. When more than one space is provided, in lieu of providing a 14'0 space for each space, two spaces can be provided within a 23'O area with a 5'0 loading zone between each 9'O" wide space. Each space is to be a minimum of 1 8'O in depth. See section 3107A(b)1. NOTE: See Figures 31-18A. 31-183 and 31-18C. F. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section 31 07A(b)3. G. The maximum slope of parking surfaces in any direction shall not exceed 'I per foot (2.083%) per section 3107.1(b)4. The maximum slope at the passenger loading zone shell not exceed 2%. H. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 31 07A(b)2 shall have an additional sign "Van-Accessible mounted below the symbol of accessibility per section 3107A(c). In addition, each accessible space is required to be marked with the international symbol of accessibility. 1. An additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than iT by 22" with lettering not less than 1" in height. Per section 3107A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning Where provided, all passenger loading zones and at least one vehicle access route from site entrances and exits shall have a minimum vertical clearance of 114 per section 3108A(b)2. Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107A(b)3. I. All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8'2" where required for accessibility to accessible parking spaces. • A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107A(b)2. All such spaces may be grouped on one level of a parking structure. • Provide a passenger access aisle. 60 by 20'0", adjacent and parallel to the passenger loading space per section 3108A(b). CURB RAMPS: fr1c.y oppI.'('t'.i-P... NOTE: See Figures 1 1 -19A through 31-22. Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way crosses a curb per section 3106A(e). Curb ramps shall be a minimum of 48" wide with a maximum slope of 1:12 (8.33%), per sections 3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a 'I lip be beveled at 45 degrees. 2 • The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb ramp or the slope of the fanned or flared sides shall not exceed 1:8(12.5%), per section 3106A(e)4. The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent sidewalk finish per section 3106A(e)6. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3, on center per section 3106(e)7. • Detectable warnings extending tle full width and depth of the curb ramp inside the grooved border if the slope is between 1:15 (6.66%) and 1:20 (5%). per section 3106A(e)8. This shall consist of raised truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35 OA/NR/G Non-Residential Access Requirements Page 3 Plan Review Corection List April 15. 1994 center-to-center. NOTE: See Figure 31-23. :Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9. The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a maximum of 1:20 (5%). per section 3106A(e). WALKS AND SIDEWALKS: p1 clJe Walks sloping greater than 1:20 (5%) must comply with the ramp requirements of section 3307 per section 3324(c). Walks shall be 48 minimum in width and have slip resistant surfaces. The maximum cross slope shall not exceed 'I . per foot per section 3324(a).3 If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of lj per foot for distances not to exceed 20 feet. Abrupt level changes shall not exceed along any accessible route. When changes do occur, they shall be beveled with a slope of no greater than 1:2. Level changes of 'I or less may be vertical. Note: If level changes exceed 'I", they must comply with requirements of cuo ramps. At each gate or door, a 60 x 60 level area is required when the gate or door swings toward the walk per section 3324(e). Walks shall extend 24 minimum to the side of the strike edge of a door or gate that swings toward the walk. NOTE: See Figure 33-2. Provide 80 minimum headroom from all walkway surfaces to any obstruction per section 3325(b). At walks with continuous gradients, level areas at least 5'O long at intervals of 400 feet are required per section 3324(f). Grating openings are to be limited to a maximum of 'I" in the direction of travel per Section 3324(b). Provide 36 wide detectable warning material at the boundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). • Where more than one route is provided, all routes shall be made accessible per section 31 03A(i)2. PEDESTRIAN RAMPS: A path of travel with a slope exceeding 1:20(5%) Shall be considered a ramp per section 3307(a.1). 'Handrails are reauired to be provided at each side of ramps. The mavimum allowable slope for accessible ramps is 1:12 (8.33%), per section 3307(e.1)1. Provide the least possible slope for all ramps. The maximum cross slope at walks and sidewalks shall not exceed 'I" per foot (2%) per section 3324(a)3. If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of 'I per foot (4%) for distances not to exceed 20 feet. D. Ramp surfaces shall be slip resistant, per section 3307(g). Landings are required at the top and bottom of all ramps, per section 3307(d.1). The bottom landing shall be a minrnum of 72 in the direction of travel and the top landing shall be a minimum of 60 x 60. A 60 intermediate landing is required at maximum elevation changes of 30. A 72 landing is required at direction changes exceeding 30 degrees per section 3307(d.1)6. 53. When a door swings over the top landing, the minimum depth of the landing shall equal to the door width, plus 42, per section 3307(d.1). 71. Strike edge distances to door shall be 24 at exterior ramps (and 18* at interior ramps), per section 3307(d.1). I.• When the slope of ramps exceeds 1:20 (5%). handrails are required at each side, per section 3307(e.1). J. Handrails shall be 1 '/" to 1 W in cross section and placed a minimum of 1 4" from walls, per section 3307(e.1). Per section 3307(e.1), handrails shall meet the following requirements: Be Continuous. Located 34 to 38" in height above the ramp surface. Have 1.2 extensions beyond the top and bottom. Ends shall be returned. If ramp exceeds 10'0" in length (and ramp is not bounded by walls, curbs or wheel guides shall be provided, per section 3307(h.1). Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements. (i.e., no stucco), per section 3307(e.1). on.Residsntial Access Requirements Page 4 Plan Review Correction List April 15, 1994 ENTRANCES AND CIRCULATION: All entrances and exterior ground level exits shall be made accessible, per section 3301(h). When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route of travel shall be provided to all portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. DOORS: Per section 3304(f), every required passage door shall have a minimum 32" clear width. B. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304(c.1). Per section 33040.1Lregardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than 'I lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, which may slope up to 'I" per foot (2%) in any direction, for surface drainage, per section 413. Per section 3304(c. 1), all hand-activated door opening hardware shall meet the following requirements: Shall be centered between 30" and 44' above the floor. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. Locked doors shall exit in the direction of travel. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. ,F. Where turnstiles are used to provide fi.11y controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 33040.1): Extend 24' past the strike edge of the door for exterior applications. Extend 18" past the strike edge of the door for interior conditions. Extend 12" past the strike edge on the push side if door has latch and closer. /1. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 degrees, per section 3304(i.1). Doors in series shall swing either in the same direction or away from the space between the doors. Maximum effort to operate doors shall not exceed 8'I pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at right angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304(i.2)1. ' Per section 33040.1)2.B, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 332. bxf6 at f,Ci'c. •/ Where a.door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304(i. 1)20(1). /PECIAI.. HAZARDS: Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls. corridors.passage ways or aisles. Objects mounted at or below 27" above-the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" (I 1") above the Non -Residential Access Requirements Page 6 Plan Review Coneetion list April 15. 1994 panels, shall be not less th'an 80" by 54" (for center opening doors). 68" by 54" (for side-slide opening doors). C. Minimum distance from walls to return panel shall not be less than 51" NOTE: See figure 51-A for further details. A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the inside surface at least 1h/ clear of the walls at a nominal height of 32 from the floor. Nominal = V/il". Call operation buttons shall be within 3'6" of the floor. See section 5103(d.1)8 for additibnal requirements. • Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design and safeguards are permitted by the State of California, Division of the State Architect, Access Compliance Section. the Department of Industrial Relations, .DiviSion of Occupational Safety and Health, and any applicable safety regulations or other administrative authorities having jurisdiction. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift. See section 5107(a) for specific requirements. SANITARY FACILITIES: A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(b)1. —r4... bi4, IVo)n. ,.- a(s'(€ sffe See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under unreasonable hardship. Accessible sanitary facilities must be usable by a physically disabled person within a reasonable distance of accessible areas. Equivalent facilitation would provide for either a lateral or front transfer toilet stall. NOTE: See Figure 31-1 C. Doors shall have a clear and unobstructed opening of at least 30". Per section 3105A(b)1.A, where separate facilities are provided for nondisabled persons of each sex, separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities are provided for nondisabled/disabied persons, such unisex facilities shall be provided for the disabled. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their accessibility needs per section 3105A(b)1.8. Per section 3105A(b)1.C., passageways leading to sanitary facilities shall have clear access widths as specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from the level and clear area. In addition, all strike edge clearance dimensions are required to be met. F. Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle 'I" thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by acirc1ie, /" thick, 12".in diameter. Unisex facilities shall be identified by a circle with a triangle superimposed on the circle and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See section 3105A(b)1.D. See 3105A(e)10 for additional signage. ,frWLTIPLE ACCOMMODATION SANITARY FACILITIES: A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to 'be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(b) 1. B. Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following: 1.. A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall at one side. A minimum of 48" long clear space shall be provided in front of the water closet if the compartment has a end opening door (60" is required for side opening doors). Grab bars shall not project more than 3" into the clear spaces indicated. C. Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when D/NR/G Non-REsidEntial Acrs as Requirements Pap 7 Plan Review Correction List April 15, 1994 located at the end (and 34" when located at the side). See section 3105A(b)3.A.(iii). D. When standard compartment doors are used, with minimum 9" clearance for footrests underneath and a self closing device, the clearance at the strike edge as specified in section 3304(i.1 )2C. is not required. Q G1E ACCOMMODATION FACILITIES: • As per section 3105A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair measuring 30" x 48 to enter the room and permit the door to close. No door shall be permitted to ecrcach into this space. There shall be a clear floor space at least 50" in diameter, or a T-shaped space as shown in Figure 31-12 (a) and (b). Doors are not permitted to encroach into this space. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or 32* clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the water closet. For bathrooms serving hotel guest rooms, see section 1214(d). O~ESTROOIA FIXTURES AND ACCESSORIES: A. In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: The height of the water closet seat shall be between 17" and 19". The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor. The force required to activate the controls shall be no greater than 5 pounds of force. In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. B. Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503: The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. - The force required to activate the flush valve shall be a maximum of 5 pounds of force. The control mechanism shall be located a maximum of 44" above the floor. A minimum of 30" x 48" clear floor space shall be provided in front of the urinal. C. Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5- 1504: - A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 34" All hot water and drain pipes under the lavatory shall be insulated. The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. If self-closing valves are used, they shall remain open for at least 10 seconds. Showers and shower compartments shall comply with the requirements of sections 5-1505 and 3105A(b)5. and 6: Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance opening of 36" minimum. NOTE: See Figure 31-2A. Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls adjacent to and opposite the seat and mounted 33" to 36" above the shower floor. NOTE: See Figure 31-2A. When a threshold or recessed drop is used, it shall be a maximum of 'I " in height and shall be beveled or sloped at an angle of not more than 45 degrees from the horizontal. The shower floor shall slope toward the rear of the compartment to a drain located within 6" of the rear wall. Maximum slope of the floor shall be 'I per foot in any direction. The floor surface shall be of Carborundum, grit faced be or of material providing equivalent slip resistance. A folding seat located on the wall opposite the controls and mounted 18' above the floor shall be provided. DA/NR/G Non-Residtl.A:c;s R;quir.m;nts Page 8 Plan Reviw.'C'a1rEc1iDfILis1 April 15. 1994 NOTE: See Figure 31-2A. 7. 'The soapdish shall be located on the control wall at a maximum height of 40" above the shower floor. '8. Showers in all occupancies shall be finished as specified in section 3105A(b)5 to a height of not less than 70" above the drain inlet. Where no separate shower compartment is provided, the shower shall be located in a corner with L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. A flexible hand-held shower unit, with a hose at least 60" long shall e provided with head mounting height of 48" A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism per section 5-1505. Per section 5-1506. bathtubs shall be provided with a shower spray unit having a hcse at least 60" long that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks of enclosures shall not be mounted on their rims. NOTE: See Figures 31-8, 31-9A and 31-913. F. Grab bars shall comply with the following per section 3105A(b)3.C.: Grab bars shall be located on each side or one side and the back of the physically disabled accessible toilet stall or compartment. They shall be securely attached 33 above the floor and parallel except where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". Grab bars at the side shall be located 15" to 161l" (/11 from the center line of the water closet stool and be at least 42" long with the front end $ositoned 24" in front of the stool. Total length of bars at the back shall not be less than 36". Mine diameter or width of the grab bar gripping surface shall be 1 'I" to 1'/ or the shape shall 'provide an equivalent gripping surface. If mounted adjacent to a wall, the spae between the wall and the grab bar shall be 1 Ij See section 3105A(b)3.C.(iiif for structural strength requirements. / NOTE: See Figures 31-1A, 311B, 31-1C, 31-2A, 31-9A and 31-9B. Per section 3105A(b) and (c), where lockers are provided for the public, clients, employees, members or participants, at least one and not less than 1% of all lockers shall be made accessible to the physically - disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers. H. Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors shall be mounted with the bottom edge no higher than 40" above the floor. 1. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per section 31 05A(b)4.C. 1LINKING FOUNTAINS: A. Where water fountains are provided they shall comply with section 3105A(d)1: Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. The alcove in which the water fountain is located shall not be less than 32" in width and 18' in depth. See section 1507 of the California Plumbing Code for additional requirements. 'NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. /TELEPHONES: A. Where public telephones, or public pay phones, are provided they shall comply with the requirements.of section 3105A(41)2: A clear space at least 30" x 48" that allows either a forward or parallel approach by a person using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. If telephone enclosures are provided, they may overhang the clear floor space required. See 4. 6/?- Date:_____ Prepared by Aio >fIAo Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE Bld g. Dept. Esgil PLAN CHECK NO. 241,62 BUILDING ADDRESS - ?6 - s+-APPLICANT/CONTACT /ccoc PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE______________ TYPE 0? CONSTRUCTION V—A) CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER ____•1_________ ______ Air Conditioninz ommercia1 - Residential 1 Res. or Comm. Fire' Sorinklers I Total Value 1 1 Building Permit Fee S S 16a Plan Check Fee s S I Ot CO2j)jE!TS: - SHEET 4 OF / City of Carlsbad BUILDING PLANCHECK CHECKLIST - DATE: 1,11911r.1—PLANCHECK NO. CB BUILDING AbDRESS: ? i3i757 PROJECT DESCRIPTION: ASSESSOR's PARCEL NUMBER: EST. VALUE/oo ENGINEERING DEPARTMENT DENIAL 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. 0 A Right-of-Way permit is required prior to construction of the following improvements: Please see the attached report of deficiencies marked with D 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:_________ ATTACHMENTS ENGINEERINGDEPT.CONTACTPERSON O Dedication Application O Dedication Checklist 0 Improvement Application 0 Improvement Checklist U Future Improvement Agreement O Grading Permit Application O Grading Submittal Checklist O Right of Way Permit Application 0 Right of Way Permit Submittal Checklist and Information Sheet 0 Sewer Fee Information Sheet PAD0051CHKLST\BP0001.1FRM NAME: City of Carlsbad ADDRESS: 2075 Las Palmas Dr.. Carlsbad, _CA92009 PHONE: (619) 438-1161, Ext. A-4 REV 05/11/94 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 V. BUILDING PLANCHECK CHECKLIST SITE PLAN ~ s?/2ndvl 3rd/ 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Unes Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width .& Adjacent Streets D" 0 0 2. Show an site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes A, 0 0 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient-for no less than 5' or 213 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the Street gutter at point of discharge or the inlet of an approved drainage device / a minimum of 12 inches plus two percenr (per 1990 UBC 2907(d)5.). 12" 0 0 4. 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 P:\DOCS\CHKLSflBP000I.1FRM Page 1 d4 . • REV 05/11/94 V BUILDING PIANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE j.7v' 2nd,/ 3rdv' .0 0 5. Project does not comply with the following Engineering Conditions of approval for f 4 Project No. Conditions were complied with by: Date:__________________ 'A DEDICATION REQUIREMENTS 0 0 6. Dedication for all Street Rights-of-Way adjacent to the building site and any Storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:___________ IMPROVEMENT REQUIREMENTS 0 0 • 0 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows:._________________________________ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be, approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\DOCS\CHKLS1\BP000I.FRM Page 2 of 4 • REV 05/11/94 BUILDING PLANCHECK CHECKLIST 1 SW 2nd' 3rd./ 0 0. 0 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_ so we may prepare the. necessary, Future Improvement Agreement. This agreement must be signed, notarized and .approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:_____________________________ Improvement Plans signed by: Date:___________ O 0 0 .7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. / Future Improvement Agreement completed by: Date: 7d. 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. o o 0 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 0 8b. 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: 8c.. No Grading Permit required. Date: P:\DOCSCHKL.ST\BP0001.FRM Page 3 of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 2nd' 3rd' 0 0 9. 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 I . limited to: street improvements, trees, driveways, tieing into public.storm drain, sewer and water utilities. Right-of-Way permit required for A separate Right-of-Way permit issued by the Engineering Department is required for the following: . 0 0 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee 'is noted in the fees section on the following page:. 4, .0 0 ii. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial (ff Waste Permit Application Form and submit for City approval prior to issuance of a Permit . Industrial waste permit accepted by: bate: P:DOCS\CHKL.S7\8POOO1.FRM Page 4 of 4 . REV 05/11/94 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION 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:_________________ EDUCALCULATiONS: List types and square footages for all uses. Types of Use:. Sq. Ft.: _. EDU's:___________________ Total EDUs:______________________ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft;: ADTs:________________________ ) Total ADTs:_______________ I fr' FEES REQUIRED: . . . PUBLIC FACILITIES FEEgQkiIAED 0 YES 0 NO (See Building Department for amount) WITHIN CFD: S (no bridge & thoroughfare fee, 0 NO reduced Traffic Impact Fee) 1.PARKIN-UEU FEE PARK AREA:________ FEE/UNIT: - X NO. UNITS: El 2.TRAFFIC IMPACT FEE ADTs: X FEE/ADT: . BRIDGE AND THOROUGHFARE FEE ADVs: X FEE/ADT: O 4. FACILITIES MANAGEMENT FEE ZONE:_________ SQ.FT.: X FEE/SQ.FT.:_______ 0 S. SEWER FEE PERMIT No. EDU's: X FEE/EDU:_______ BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:_______ O 6. SEWER LATERAL ($2,500 DEPOSIT) 7. WATER FEE . . .. EDU's: X FEE/EDU:________ TOTAL OF ABOVE FEES*: $_____________ *Np: This calculation sheet Is NOT a corn Diete list of all fees which may be due. P:\00CS\MI8F0RMS8P0002.FRM . : . REV 04/12/94 PLANNING CHECKLIST Plan Check No. L/ 622. Address 27C3 &Ak S t Planner DAVID RICK Phone 438-1161 ext. 4328 (Name) .03 oçg-oI . Type of Project and Use Tt Zone.V Facilities Management Zone I CFD (in/out) #________________ circle (if property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend . Item Complete . Item Incomplete - Needs your action . 1, 2, 3 Number in circle indicates plancheck number.wherE deficiency was identified I1D 0 . Environnipntal Review Required: YES - NO V TYPE______ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 0 Discretionary Action Required: YES - NO "TYPE APPROVALJRESO. NO. . DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions, of approval? If not, state conditions which require action. Conditions of Approval 0 0 'California Coastal COInTVIkOfl Permit Required: YES _NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619)521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval .: 0 Lndusionary Housing Fee required: YES NO (Effective, date of Inclusionary Housing Ordinance - May 21, 1993.) Site Plan: 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, tight-of-way width, dimensioned setbacks and existing topographical lines. J2] Cl . 2. Provide legal description of property, and assessor's parcel number. Zoning 0 0 ho p4l'. 1. Setbacks:. 540"') M40%jil,5Jk) Front: . Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown 0 2. Lot coverage: . Required 946hown 'i6) Efi 0 3. Height: . . Required 11W Shown 4.. Parking: Spaces Required - Shown . Guest Spaces Required Shown 0 0 0 Additional Comments . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER,)2 DATE ¶1 PLNCK.FRM 94135 - Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check 6011 Date of Report:Tuesday, June 21, 1994 Reviewed by:___________________ Contact Name Dennis Peacock Address 2763 State St City, State Carlsbad CA 92008 pt Planning No. Job Name Unknown Tenant Job Address 2763 State . Ste. orBldg. No. Approved- The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. O Disapproved - Please see the attached report of deficiencies. Please make corrections to. plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3r0 Other Agency ID CFD Job# 94135 File# 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 FSE. May 9, 1994 TO: BUILDING DEPARTMENT, PAT KELLEY FROM: HOUSING AND REDEVELOPMENT DEPARTMENT, DEBBIE FOUNTAIN RE: 2763 STATE STREET Attached is a letter presented to my office on May 9, 1994 regarding demolition and building permits for the buildings, located at 2763 State Street. Mr. Steve Ma and Mr. Dennis Peacock met with. me this morning to'discuss"their final plans for demolition of buildings on the subject site and construction of a new building facade (including a porch area) and interior improvements for office/retail use purposes: The Housing and Redevelopment Department has reviewed the preliminary construction drawings and is satisfied that the plans are reflective of previous discussions. Staff has also reviewed the schedule for demolition and remodeling. We fi?d the proposed schedule to be acceptable and would support building's ,issuance of demolition permits prior to submission of final construction drawings for improvements to the building. If you have any comments or questions regarding this correspondence, please contact my office at X 2935. Thanks, DEBBIE FOUNTAIN C: Housing and Redevelopment Director di fcJb LJ,z City of Carlsbad March 3, 1994 STEPHEN MA REAL ESTATE APPRAISER 5.150 AVENIDA ENCINAS CARLSBAD, CA. 92008 RE: FACADE IMPROVEMENTS TO PROPERTY LOCATED AT 2763 STATE STREET: Dear Mr. Ma: As we have discussed, a redevelopment permit will not be required for the fairly minor facade improvements you have proposed to the property located at 2763 State Street as long they do not result in a loss of parking or expand the building itself. The Agency does request, however, that you submit final drawings to our office which accurately . reflect the proposed facade improvements and any other temporary changes to the property. Although you will not be required to obtain a redevelopment permit for the facade improvements, you will be required to obtain all appropriate building. permits for the exterior and interior improvements. Please work directly with the building department to obtain the applicable permits. It is our understanding that you plan to eventually demolish all buildings on the site and develop a completely new project. The Redevelopment Agency looks forward to working with you in the future on this project. We are pleased that you are willing to temporarily clean up the existing buildings and the property to eliminate the "eyesores" and "safety problems" that currently exist. If you have any further questions regarding this matter, please contact my office at (619) 434- 2935. . Sincerely, DEBBIE FOUNTAIN Senior Management Analyst C: Building Department, Pat Kelley Planning Department 2965 Roosevelt St., Ste. B • Carlsbad, CA 92008-2389 • (619) 434-2810/2811 • FAX (619) 720-2037