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HomeMy WebLinkAbout2775 CARLSBAD BLVD; ; CB920348; PermitBUILDING PERMIT 06/25/92 14:26 Suite: Lot#: Permit No: CB920348 Project No: A920095Z Development No: 8240 06/25/92 0001W ^^ parcel Valuation: Construction Type . vw Reference*: 2347331 Status: ISSUED Applied: 04/07/92 Apr/issue: 06/25/92 Validated By: CD AV SAN DIEGO, CA • . ST MICHAEL'S 2775 CARI""~ CARLSBAD, *** Fees Required OWNER Fees: Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee Enter Number of E Enter F.M.F./G.M.F Enter "Y" to Autocalc E ^L^"GforTplumbing Issue f Each Plumbing Fixture or Trap Each Building Sewer Each Install/Repair Water Line lach Water Heater and/or Vent Gas Piping System Issue Fee Three Phase Per AMP «MECHANICAL TOTAL & credits A* .00 553.00 6,130.00 Ext fee Data 850.00 553.00 33.00 3102.00 \j j* NOWPROF issue Fee> ApPXiance Vent > .50 9.00 4. 50 935.00 863.00 6336.00 7.50 Y 37.50 6. 50 2. 50 2. 50 2. 50 59.00 10.00 Y 200.00 210.00 15.00 Y 45. 00 18 . 00 78. 00 u, P— PERMIT APPLICATION City of Carlsbad Building Department 2075 Las PaL»as-Dr., tarlsbed. CA 92009 (619) 438-1161 T. PI TTYPK A * BCommercial U New Building O Tenant Improvement B - D Industrial D New Building D Tenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2. PROJECT INFORMATION PLAN CHECK NO. EST. VAL PLAN CK DEPOSIT XTT3 - <?O VALID. BY_ DATE < flH I'l .02 C-PRHT 553-00 FOR OFFICE USE ONLY ^Nearest Cross Street LEGAL DESCRIPTION Lot No,MAF775 7 Subdivision Name/Number Unit No.T'nase No. JHECK BELOW \f SUBM11 ItU: D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope DESCRIPTION OF WORK SQ.FT. N in amerent irom applicant; STATECITY ADDRESS ZIPCODE^T/0/ 4. APPLICANTNAMEAPT OR U AGENT FOR^CONTRACTOR U OWNER ADDRESS •GENT frOH OWNLR CITY T%B&0 STATE ZIP CODE DAY TELEPHONE 234-*'7'?B5zrrz <s&tisea> CITY STATE ZIP CODE PAY TELEPHONE 6. CONTRACTOR NAME CITY STATE ADDRESS ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC. # AULJKtbb ZIP CODE^ /5 / DAY TELEPHONE STATE LIC. # 7. W Workers Compensation Declaration: I hereby aiiirm that I have a certificate of consent to self-insure issued by the Director ot 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 certiticate ot exemption: i certify that in the performance 01 tne worn tor which this permit is issued, l snail not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DtUAKAllUN Owner-Builder Declaration: I hereby affirm that I am exempt Irom the Contractors License Law tor the following reason: D 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.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETED 'I'HlS SfclCTlUN FUR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES JB[ NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES ft NO Is the facility to be constructed within LOOO feet of the outer boundary of a school site? D YES WNO IF ANY OF THE ANSWERS ARE YES, AFINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1,1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OP THE OFFICE OF EMERGENCY SERVICES AND THE AIR POUDTION CONTROL DISTRICT. 9. UUNb'lKUUilON LENLHPKj ALitJUJf i hereby attirm that there is a construction lending agency tor the perrormance ot the work ror which this permit is^ssu«T(Sec 3097U) Civil Code.). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION 1 certity that l nave read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UARnJTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Unifonn,Building Code).-*» 71 DATE WHITE: File YELLOW: Applicant PINK: Finance i - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920348 PERMIT^: CB920348 PROJECT NAME: ADD 2ND STORY 2272 SF, EDUCATION BLDG D, REMOD 1ST STORY ADDRESS: 2775 CARLSBAD BL CONTACT PERSON/PHONED: MH SEWER DIST: CA WATER DIST: CA WATER DATE: 01/26/93 PERMIT TYPE: COM INSPECTED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920348 DATE: Oi/26/93 PERMIT#: CB920348 PERMIT TYPE: COM PROJECT NAME: ADD 2ND STORY 2272 SF, EDUCATION BLDG D, REMOD 1ST STORY ADDRESS: 2775 CARLSBAD BL CONTACT PERSON/PHONE #: MH SEWER DIST: CA WATER DIST: CA INSPECTED /? /? / DATE BY: M/ yfAJ/bto^ INSPECTED: ^/6 APPROVED / DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: rlPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE 1?$JU«HING | U/M PLAN CHECK#: CB920348 PERMIT#: CB920348 PROJECT NAME: ADD 2ND STORY 2272 SF, EDUCATION BLDG D, REMOD 1ST STORY ADDRESS: %f75 CARLSBAD BL CONTACT PERSON/PHONE#: MH SEWER DIST: CA WATER DIST:CA WATER DATE: 01/26/93 PERMIT TYPE: COM INSPECTED BY: INSPECTE BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED ISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE ^PlfcftNiNG U/M PLAN CHECK#: CB920348 PERMIT^: CB920348 PROJECT NAME: ADD 2ND STORY 2272 SF, EDUCATION BLDG D, REMOD 1ST STORY ADDRESS: 2775 CARLSBAD BL (ZW? 7j>7- ?lo%CONTACT PERSON/PHONE#: MH '< ' ' y SEWER DIST: CA WATER DIST: CA WATER DATE: 01/26/93 PERMIT TYPE: COM INSPECTED* /" * BY: /r/t(&?fl\ INSPECTED BY: INSPECTED BY: COMMENTS : DATE / INSPECTED: &>ll°f ' DATE INSPECTED: DATE INSPECTED: b-z 4Ml*—~nJ> APPROVED>7/y7 DISAPPROVED' (/ APPROVED DISAPPROVED APPROVED DISAPPROVED 03/24/93 INSPECTION HISTORY LISTING FOR PERMIT* CB920348 DATE INSPECTION TYPE 02/09/93 Final Combo 02/09/93 Final Combo 01/26/93 Final Combo 01/26/93 Final Combo 01/21/93 Final Electrical 01/21/93 Final Electrical 12/18/92 Underground/Under Floor 12/18/92 Underground/Under Floor 12/17/92 Underground/Under Floor 12/17/92 Underground/Under Floor 12/17/92 Gas/Test/Repairs 12/17/92 Gas/Test/Repairs 12/15/92 Interior Lath/Drywall 12/15/92 Interior Lath/Drywall 12/15/92 Exterior Lath/Drywall 12/15/92 Exterior Lath/Drywall 12/14/92 Interior Lath/Drywall 12/04/92 Frame/Steel/Bolting/Wel 12/04/92 Frame/Steel/Bolting/Wel 11/23/92 Rough/Topout 11/23/92 Rough/Topout 11/17/92 Frame/Steel/Bolting/Wei 11/17/92 Frame/Steel/Bolting/Wel 11/17/92 Rough/Topout 11/17/92 Rough/Topout 11/12/92 Frame/Steel/Bolting/Wel 11/12/92 Frame/Steel/Bolting/Wel 11/04/92 Roof/Reroof 11/04/92 Roof/Reroof 10/22/92 Frame/Steel/Bolting/Wei 10/22/92 Frame/Steel/Bolting/Wel 09/11/92 Underground/Under Floor 09/11/92 Underground/Under Floor 09/04/92 Ftg/Foundation/Piers 09/04/92 Ftg/Foundation/Piers 08/18/92 Ftg/Foundation/Piers 08/18/92 Ftg/Foundation/Piers 08/11/92 Ftg/Foundation/Piers 08/11/92 Ftg/Foundation/Piers 08/07/92 Ftg/Foundation/Piers 08/07/92 Ftg/Foundation/Piers 07/30/92 Ftg/Foundation/Piers 07/30/92 Ftg/Foundation/Piers 07/30/92 Underground/Under Floor 07/30/92 Underground/Under Floor INSP ACT COMMENTS MH/DENNIS/RI MP MP RI RI MP RI MP RI MP RI MP RI MP RI MP MP RI MP RI MP RI MP RI MP RI MP RI MP RI MP RI MP RI MP RI MP RI PK RI MP RI MP RI MP RI NR NR RI RI PA RI CO RI NR RI NR RI AP RI AP PA RI PA RI AP RI PA RI NR RI PA RI AP RI PA RI PA RI PA RI PA RI PA RI PA RI PA RI CO MH MH/DENNIS "B" MH/729-8708 GAUGE NOT WORKING RS/729-8708 PGR 968-1163 RS/729-8708 PGR 968-1163 MH/DENNIS/968-1163 PAGER MH/DENNIS/968-1163 PAGER 1ST LAYER MH/DENNIS OK TO ROCK MH/DENNIS MH/DENNIS/729-8708 OK TO WRAP MH/DENNIS/729-8708 MH/DENNIS OK TO ROCK SOFFITTS MH/DENNIS/729-8708 MH/DENNIS/729-8708 SEE JOB CARD RS/DENNIS/729-8708 SEE JOB CARD RS/DAN ON JOB CARD MH/DENNIS/729-8708 POURED IN PLACE WALLS MH/DENNIS ON JOB CARD MH/DENNIS/729-8708 SEE CARD MH/DENNIS/729-8708 SEE JOB CARD MH/DENNIS/729-8708 HIT <RETURN> TO CONTINUE... PERMIT* CB920348 DESCRIPTION: ADD 2ND CITY OF CARLSBAD INSPECTION REQUEST FOR 02/09/93 STORY 2272 SF, EDUCATION BLDG D, REMOD 1ST STORY TYPE: COM JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 2775 CARLSBAD BL KUEHN, ART ST MICHAEL'S BY THE SEA REMARKS: MH/DENNIS/ SPECIAL INSTRUCT: PHONE PHONE PHONE STE: 2347331 INSPECTOR AREA MP PLANCK* CB920348 OCC GRP E1/B2 CONSTR. TYPE VN LOT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT# TYPE STATUS CB881270 SIGN EXPIRED SE920047 SWSC ISSUED FA920010 FALARM ISSUED RW920228 ROW ISSUED CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS INSPECTION HISTORY ***** DATE DESCRIPTION 012693 Final Combo 012193 Final Electrical 121892 Underground/Under Floor 121792 Underground/Under Floor 121792 Gas/Test/Repairs 121592 Interior Lath/Drywall 121592 Exterior Lath/Drywall 121492 Interior Lath/Drywall 120492 Frame/Steel/Bolting/Welding 112392 Rough/Topout 111792 Frame/Steel/Bolting/Welding 111792 Rough/Topout 111292 Frame/Steel/Bolting/Welding 110492 Roof/Reroof 102292 Frame/Steel/Bolting/Welding 091192 Underground/Under Floor 090492 Ftg/Foundation/Piers 081892 Ftg/Foundation/Piers 081192 Ftg/Foundation/Piers 080792 Ftg/Foundation/Piers 073092 Ftg/Foundation/Piers 073092 Underground/Under Floor ACT NR PA CO NR NR AP AP PA PA AP PA NR PA AP PA PA PA PA PA PA PA CO INSP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP PK MP MP MP COMMENTS "B" GAUGE NOT WORKING 1ST LAYER OK TO ROCK OK TO WRAP OK TO ROCK SOFFITTS SEE JOB CARD SEE JOB CARD ON JOB CARD POURED IN PLACE WALLS ON JOB CARD SEE CARD SEE JOB CARD AUG101992 - ens Professional Service Industries, Inc. American Engineering Division CLIENT: BUILDING INSPECTION SERVICES 65 East Mankato St. Chula Vista, Ca 91910 DATE: juiy 23, 1992 PROJECT: ST. MICHAEL'S BY THE SEA 2775 Carlsbad Blvd. Carlsbad, Ca PROJECT #:059-20414 Dear Sir or Madam: Enclosed are the compaction reports for the dates of: 7/15/92 All work monitored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division Rick 6. Kushner, Senior Division Manager l-Building Inspection Services 1-John T. Stevenson Architectural 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • FAX: 619/695-6712 American Engineering Laboratories, Inc. 7940 Ar)ons Dr., Suite A, San Diego, CA 92126 (619) 695-3730 leslo" — 1311 Woodland, Suite 2, Modesto. CA 95356 (209} 576-0813 Corona — 350 S. Maple St., Unit K, Corona, CA 91720 (714) 2724230 Yucca Valley — 58945 Business Or. Dr., Unit A, Yucca Valley, CA 92284 (619) 228-1754 Apple Valley — 13641 John Glenn Rd, Ste. C, Apple Valley. CA 92307 (619) 247-8445 Palm Desert — 42-240 Green Way, Suite C. Palm Desert, CA 92260 (619)341-5790 REPORT OF GRADING OBSERVATION CLIENT:JOB NO.:DAY(S):DATE(S):7-/o JOB NAME:JOB LOCA' GENERAL CONTRACTOR: GRADING OR EARTHWORK CONTRACTOR: SPECIFIC LOCATION OF WORK TO BE PERFORMED: GENERAL DESCRIPTION OF GRADING ACTIVITY COMMENTS/AREAS OF ADDITIONAL CONCERN EQUIPMENT DATE TECHNICIAN C CODE TIME CHARGED FROM — TO OVER- REG. TIME APPROVED BY VISITORS WHITE-Engineering File YELLOW-Field File PINK-Job Superintendent Professional Service Industries, Inc. American Engineering Division Page_]_of_L INSPECTION REPORT CLIENT HATP TM *? ~ PROJECT Engineer Contrartnr t/T>HAJ REPORT Building Permit Nn Plan File No . //L£. Govt. Contract No. OSAorOSHPD#- Other INSPECTION ORHPn nsA Specialty MeChfinirfll Plectrr-fill Rnnfirtg , . OnnrrPtB , U^nnry Strict Ste*»f Pi|o Pn»JnQ nr«»proofing Waterproofing Non-Destructive ^ Soils Technician Ratrh Plant Rolf Pnll-nnt MATL SAMPLING QTY Concrete Cylinders Cement ' Mortar Samples Smut Samples Masonry Prisms Masonry Blork Firsproofing Units (blnnk or hrick) Asphalt Cnnrrpte Roofing .., . - Reinf. Steel ._„, . Steel H.S. Bolts Tendon (PT Strands) Other Other Other MATERIAL DESCRIPTION Rinf.! Rehar Rinf.-WWF Rinf.: Tendons Conr.: Mix */psi ._ Cone.! Mix#/psi Conn.: Mix #/psi Grout: Mix #/psi Mortar Type/psi Units- Rlnrk Units- Brink Steel H.S. Rnlts Metal n»rking Electrodes Fireproofing Other INSPECTION CHECKLIST Plan X, Specs Clsarances „_. Positions Sizes Laps , .. ... Future Continuity tf/psi Consolidation Mortar Batching PlnrtrodB Storage TorqiiB Applied Cnrrortive action required ,.. ; Corrections completed REMARKS CERTIFICATION OF COMPUANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME CERT. NO (Prim Clearly) INSPECTOR SIGNATURE. PSI B-900-170 AUG101992 Professional Service Industries, Inc. American Engineering Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR: Building Inspection Service 65 East Mankato St. Chula Vista, CA 91910 PROJECT: St. Michaels By The Sea Job No. 059-20414 DATE:July 13, 1992 OUR REPORT NO.: 92-261 124 O S o cc 122 COCD t 120COz LU DCQ 118 116 TEST DATA Visual Classification: Brown silty sand Sample Source: West footing l!-2t Method of Test ASTM D-1557-78 C Test Results: Maximum Dry Density: 122.3 Ibs/ft.3 Optimum Moisture Content: 11.5 % Atterberg Limits: Liquid Limit:.Plastic Limit: 7 9 11 13 15 MOISTURE CONTENT, PERCENT OF DRY WEIGHT 17 19 Respectfully submitted, Professional Service Industries, Inc. 7940 Arjons Drive, Suite A PSI A-100-1 San Diego, CA 92126 Phone: 619/695-3730 FAX: 619/695-6712 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92J23 (619)560-1468 DATE:/ /g / JURISDICTION: PLAN CHECK NO CA^JSBAD SET: PROJECT ADDRESS: PROJECT NAME: CHECKER JFILE COPY QUPS QDESIGNER BY- THE- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified n^lni*? -*re resolved and checked by building department staff. -i The plans transmitted herewith have significant deficiencies J identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: L_ C. : •SD / Kj| Esgil staff did not advise the applicant contact person that ^^ plan check has been completed. || Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Z& Telephone 8 ESGIL CORPORATION DGA DCM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-14^8 DATE: JURISDICTION: PLAN CHECK NO: 0 Crr¥ 2£ PROJECT ADDRESS: _ 2 -7-7 JT PROJECT NAME : ST. M I SA_P SET: "777 D gJL 1/D g Y - ??/£• - S" QFILE COPY QUPS QDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: C. ^TFt/enr<7>^ Arch ' g^ a El Esgil staff did not advise the applicant contact person that plan check has been completed. I1 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone By:YA&ESGIL CORPORATION GA DCM Enclosures JURISDICTION:Date plans received by plan checker: By:PLAN CHECK NO.: 92.-34P Date plan recheck completed: PROJECT ADDRESS: 277^" CAt/SKAto &L V P TO; .TV-fen C. S-f- RECHECK PLAN CORRECTION SHEET FOREWORDi PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfiedbefore the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), ofthe Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: /3.y The following items have not been resolved v^-/ from previous plan reviews. The original correction number has been given for your reference. Jfl case- you- didjiot keep a l!Uyy of tfce correction ITsT, To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. if you items. 08 — hsrwstill Please contact me have any questions regaling these prtnr iiT rftrrfi"'1"i"ng > Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No (a) -r4,-t- /rot -r D x? ts,-y.y ~f'f-ft-t : -fV **—f ' /,/ Ori "*-±j-tAe. /t,Hf^e irj / / 2.4- ^ *J* •tfA V7/L/.-II Form No. RPCS.41290 ^z " 6* OJ&ii. ~^ / PLAN CHBOC RQKBEK: MECHANICAL, FLOURING, EKEKCT FLAK COERECnOfl SHEET DAIK: _— ^— x* "2. - "^ V £3 "-M* *PLMT CHECKER: D Q] D Of? A. /=• £' f or Z/c^r ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619} 560-1468 DATE:5 JURISDICTION: PLAN CHECK MO: PROJECT ADDRESS: PROJECT NAME: SET: IT M I CHAEL'S, BY- JPLAN CHECKER QFILE COPY QUPS QDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ___ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: A&T / | j Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: REMARKS: Telephone # By:72A WOESGIL CORPORATION IGA DCM O Enclosures: TiTRiSDICTION: PLAN CHECK NO.:. PROJECT ADDRESS:. TO; APT Date plans received by plan checker: /. ~ -?^<r Date plan recheck completed: Bv; C>/Af//O 7J" rAPLS RA P RECHECK PLAN CORRECTION SHEET FOREWORD! PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your of-—the—ptio*—correct ion—list, wo hflvp- Aiilemilui.ua—arose—pagas—rnnrmmnB r _or*'-fMTinJAno ""ir"j"*MnpS. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No **t<ll** C Co 5-4.0 L~f'4'tj-f-*>iji Ma r Lla/t vo^ OT*-h,U _/ MJL/» at *~rt>-f f /• fit ^—r \ H&C.£**•>_£/>; / Off /hi — ho n* .. Form No. RPCS.41290 ai J. ™- .-A-I £>re'.'r>s*i.r)/I I Ofi ' / Whf C /£.?•'t'ff ti hto ^ V >_'•& r* aL pf no'fi-o'T^ / n i // o h,n> >ff £7- /t.o/n I SjTj -/•?i/> o I '/& H :-c ^ =3- O/i d i "f" o Ay, OV'TTT Vn^. -*'*r/ />.<- ^.' f/ J o4_ URC C On un (\ ^ <~j* -ffc-P fl // C f« C -. !/(/-« 4- THt»v -f- -F -p &J> Wi'*io i A }y^f,~r- — rTS/^M/r^-X -p=f-f' A -4 / LTV P^OO^l'J hfirt-Cl //PeJ f*L«J (3| f / "T -r^ -^, 4 »*>*>r-rre*s d ">/V - c i^c TV f*/rff-lu 7s TV 0 <: And ^rl'tfu> /i ~r>>-t 7T 10 The -floor m«i-f f 3T ,o MECHANICAL, PLCHBDC, EKEKCT FLAN OORRBCnOH JTJRISDICUOM:.DATE: CSEOC HOHBER.- *— •. PLAN CHECKER: [~"|a GLEN ADAKEK /r AJ A/or iT XT- 7/?S£ & d-/ S 7^? A.; C d C f &£*M*j-*&t.) /$~ )£'z.r 7/*'g-gg (fie 2 QL O & ic> e'ss /v L HKBANICAL, FUMBIRG, EHERGT HAH OORKECnCtt SHEET jnRISDICUOII: FLAN CHECK NQHBER:-*/-" GLEN ADAHEC PLAN CHECKER: D (Le> »-«S - Ot- ?L 5 '/ „ cosplcte electrical plans reflecting the full extent of work to be performed, including but not li=itcd to the following as applicable. Submit complete service and feeder one- line diagraa. NSC 215-5. Show '"the Available Fault Current (Isc) froa ' the Utility Co. and at equipment where the Isc exceeds 10,000 asps. Show the a=pcrc interrupting capacity (AlC) ratings a: service and subscrvicc fouipscnt. NEC 110-9, 230-65. Sow the sethcd used li^it fault urrentscircuits. 10,000 a=ps on branch Show fuse letters if used (i.e., JJK, A3T, L?N). Show fuse/breaker si=c(s). NSC 240-6. Jl. Sho ' Show each building disccr.-.ec.tir.s -tins. NEC 230-&4. /• /• Shew conduit and wire sizes. Specify wire -iy?e- (AL or CU) a^dinsulation (i.e. "r-WX). NSC «CC 310. Show the approximate length of feeders^ Show the grounding systca- required for each buildir.R, structure, or service. NSC 250-24, S0(a), 81(c). Show the "nearest electrode" used for each transformer secondary ground systea (i.e., bldg. steel, cold, wttcr pipe). KSC 250- .jow the grounding electrode conductor siic md wise type .fAL/CU)-. NSC 250^94. k\O. VO CtL .ftaCCb Fofc- 400 /V .Subzit load calculation's. Include long continuous loads (LCL) and largest aotor loads. NSC AKX 220. 1^. Show/Identify new loads proposed for the / existing equipaent. Jre. Indicate sain service size and total load. XI. Specify wiring acthods (i.e., EMI, Metal ' Conduit). PACT:I /Iir X show location of Service(s). <^/2'1/NEC 110-16, 220-2. Specify dimensions of cquir..icnt rated 1200 i.Tps or core. ICC lio-l*6(c). . Provide the required access tr.d entrance to working space for equipment rated 1200 ar^s or sore and ever 6 feet vide. •J£. Shew location of allcenters, switchboards, o.-.<J NEC 110-16, 2^-2A, 100-21. load ;forders. ^2. Provide the required vcrkir.p space about * electrical oquipscr.t. NSC 110-16. y{. Sub=ii complete panel schedule(s). • 2<T.- Provide - overcurrer.t protection en the S sccondoi-y sice of transformers. JCC 2.'*0- 21 Ex., 3Si,-16(d). . Provide required transforscr ventilation. NSC A50-9. 2G.J?rovide rcccptacle(s) with-fKVAC euiment. UMC . Provide the required 20 a=pT200 circuit(s) and rcccptacl*c(s). NSC 600- 6(b)(c). . Provide "unifora" pattern lighting withinsight of =ultiplc switch lighting controls. C/.C Title 24, 5319. 29J Where the exit systca scn-cs a total ^occupant load of: [ajSO or sore. Show exit signs on*1?ghting plan(s) at all required exits and specify cither self luminous or second power source (battery or Cencrator). NSC 700-16/DSC 2314. r , ?-n"t^t—rini !L f u correction' item has been r.rtrircssftd. i.e.. . plan Rhp.ct. specifiration. p.tc. jUn sure to cnclostt t.he r.'.rkrd \;n lir.t I'hen vou submit thft rcvisc.d nlans. Any questions on electrical corrections ploase contact th a plan checker shown above ac ''siat (619) S60-H.68. JharJc you. 10/08/91 1 Co-oo— --"* w'taw A 1- k. Width of clear area on the swing side of the door shall extend 2k" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(i.l) 1. The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts, 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) e. On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.l) (Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. . ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential. care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANXXARX FACILITIES II) TOILET FACILITIES ACCESS L^ When located on accessible floors, -' sanitary facilities shall be made accessible to physically handicapped. Doorways shall have 32" opening width. 2-511.1 minimum clear cy There shall be a level area with 60" -S clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511.l(a) MULTIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. 2-511.l(a) & b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between vater closet and wall. 2-511.l(a) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.l(a) e. Mater closet compartment door to provide 32" clear width for end entry and 34" clear, width for side entry. Door to be self-closing. 2-511.l(a) SINGLE ACCOMMODATION XOILEI FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 48". 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) GRAB BARS AT WATER CLOSET a. One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) c. Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.l(a) WATER CLOSET a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 URINALS . . . - a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) LAVATORIES a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include Xnee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space), The maximum counter surface height should be 34". 5-1504(a) c. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) , SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle . for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) BATHING FACILITIES PLUMBING REQUIREMENTS a. One such facility shall comply when provided for the public, clients or employees. 2-511.1 (a) b. Shower compartment shall be ^2" wide, *»8" deep, with a 36" wide entrance. 2-511. l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. . . -"• GENERAL [1. DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the vatex fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(4). ELECTRICAL REQUIREMENTS a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) Where kitchenettes employee break rooms customer lounges , controls at kitchen are provided at conference areas, etc . , the faucet sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCOTPAHCT REQUIREMENTS AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. This structure requires _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) This structure requires seats for semi-ambulant persons.Clear leg space shall be at least 2-611(b) 2U f. Stages enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611{b) L6. STADIUMS, GRANDSTANDS, BLEACHERS,-PAVILIONS, GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-61l(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-61l(c) H OCCUPANCY XUJIUKUUN1S . Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Employee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-9l3(a) ADDHIOHS, ALXERAHOHS AKD REPAIRS TO EASTING BOILDINGS. (2-UOA(b)ll) area of specific addition, alteration and/or repair, shall comply with the provisions of Title 2fc. Additionally: The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning fromthe existing parking area and leading tothe area of alteration. Existing restrooms, water fountains, and public telephones which serve saidspecific area must be shown to beaccessible to and functional forhandicapped persons. Information regarding hand icappedaccessibility shall be posted in lobbyper Sec. 2-522. 12/Z9/89 DATE: JURISDICTION: PLAN CHECK NO: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 c/ry cp SET: X PROJECT ADDRESS: PROJECT NAME: ST. naPPJ.T.CANT jPLAN CHECKER' ]FILE COPY jUPS ^DESIGNER H I CHA&L'S S V^ THg- Sg>A The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ART ifi Esgil staff did not advise the applicant contact person that plan check has been completed. |"~1 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone By: 7>A\/in> ESGIL CORPORATION^ IGA @CM VAO Enclosures: PLAN CHECK HO. JURISDICTION: Z~ CARLS RA D_ TO:Mt- PROJECT DATA OCCnPAHCY: ^A'3/g-/ / B" Z- BUILDING USE:I °r4 I TYPE OF CONSIROCTION: ACTDAL AREA: V ~ f^l 1)000 <\ ALLOWABLE AREA: STORIES: **%» HEIGHT: SPRINKLERS: OCCUPANT LOAD: REMARKS; ^f all fit h ff it f£o cca •em • n . A- 5 . (" /* ( r shy FLAH CORRECTION SHEET GENERAL GOWfERCIAL Date plans received by jurisdiction:. Date plans received by Esgil Corp.:_ Date initial plan check completed: Applicant contact person: Tel. FOREWORD: PLEASE READ •^ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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 "' IN departments. Present California law mandates that construction comply with Title 2U and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the marked UP list when you submit the revised plans. PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) A. PLANS © f- // © Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. B. GEKERAL Provide the site address and a vicinity sketch on the Title Sheet. Provide the names , addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans^and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) f-c. i£. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings andstructures on the site plan. -fine* 1 rl*, *-arc Pf^ 7/10/91 Show and dimension on the site plan all building projections including eaves, balconies, cornices and s imilar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. IpCATION OK FTOPERTT When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the buiId ing( s) will coraply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wal 1 and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than 4.0 feet to a property line or an assumed property line, shall be / hf fire-rated construction. Section 03. E-tB-i Exterior valrs shall have a 30 inch parapet when less than fo feet to a property line or an assumed property line. The uppermost 18" of such parapets shal1 be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than fo feet to a property line or an assumed property line. Section 03. '0. The exterior walls_shall have no openings when closer than 1 feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section. 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not all Section 1710. -^7=- afp Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). jrp «W7/foi/^ When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. 8/19/91 / . Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section , 03. E. ramnpiG AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed ona. Section 503 (a). S'nOH? ft -\J}C p'fltV As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). AREA SEPARATIOH UAT.T.S Area separation walls may separate portions of a building and allow each portion to be considered a separate building; however, the area separation wall must be four-hour in Type- I, II-F.R., Ill and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-hour area separation walls are required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). '2. If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. Two-hour area separation walls may terminate at the roof sheathing provided that: a. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire- resistive construction for a width of not less than 5 feet on each side of the wall. b. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. c. Openings in the roof shall not be located within 5 feet of the area separation wall. d. The entire building shall have a Class B roof covering or a Special Purpose roof. Section 505 (e) 3. 8/19/91 54. 5$. f t- f" Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire- resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof , provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof /ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof /ceiling shall also be one-hour construction. Section 505 (e) 5. No openings in the lower roof, are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43- A, B, C or U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type ' X ' drywall, per Item 21-1.1 in Table 43-C.) Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counter flashing and coping materials. Section 505 See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). • • ' f Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one- hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. FIRE-RESISTIVE COHSTKUCIIOR Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) 8. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. 4~5 iQCeforl abo*? -t-hf> -//re 4. C I hr tfll hn/ it fin,f 8/19/91 A f. Roof/ceiling and f4""' /'•"•TVUag assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. - Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire rated columns, fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). Detail all furred: ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a). DfTERIOR HALL AKD GEELDIG FINISH Foam plastics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire- resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." OCCUPANCY SEPARATION A _£_-hour occupancy separation is required between £ / occupancy and the _j> £. occupancy . Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43 . (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a) . "He OWPCN <=»-F 0-pfffe. ' s Provide -hour fire-resistive door assemblies in the / _____ -hour occupancy separation. Section 503 (c). cJSnJf.i ;4- *c*.cry ita/asm $<\' ^ C ? A B-l occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. B-l is Type I construction. b. B-l/B-2 is separated by a three-hour occupancy separation. c. B-l is restricted to passenger vehicle storage, entry lobbies, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c). 102, ioi A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). Usable space under the first story shall be enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncorabustitle construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). In areas where the occupant load exceeds two exits are required. See . Table 33-A. Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. SScTion 3303(e). £~, ^ ? M*/ Ywre. dtprnt tn^ -&KI f/.f fnnej fjirtj iijtExits should have a minimum' separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 1 <*-£/«lal,L C 1 0 2/14/90 189. IK). 11 in, lye 3A The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). Basements require two exits. Section 3303 (a). Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b). Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors 1/9 Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).] Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (f) and (g). 'The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (h). 2/14/90 L. '1311 yf 1/6 1/8 1/9 Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. STAIRWAYS Stairway width must be at least 44 inches when serving 50 or more occupants;*T6 inches when less than 50. Section 3306 (b). Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not proj ect more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 16" o.c. nailers. Section 3306 (m) (n). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). All interior stairways and ramps shall be enclosed. In other than H and I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). Stairways should Section 3309: be enclosed as specified in a. Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extend ing to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, includ ing protected openings. Only exit doors are permitted to open into the corridor. e. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). 2/14/90 144.Handrails: 1A6. Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. Handrails shall be 34" to 38" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. Al1 stairs shal1 have handrails terminating in a newel or safety post. Section 3306(j). Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. Additionally, handrail height should then be changed to 30"-34". The handgrip portion of all handrails shall be not less than 1-1/2 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 (1). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). CORRIDORS Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving 30 or more occupants shall have walls and ceil.ings . of one-hour construction except: cjrt^dcr a.Corridors greater than the occupants have from the corridor. 3D feet wide when exit independent b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). Ccn-^cf \ i°Z.\ ? /W °" le-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). BO and >~ll C*. &JtVD-r 5/10/90 10 L57} One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). ©Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). 159. Ceilings of combustible materials cannot be / suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). U60.)Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). ,161,1 When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). £f~ app/tfevfc/C. 162) If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. EXIT SlOtS [163J Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show two sources of power for the lamps at exit signs. Section 3314(d). / . Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. t T l€66. Show separate sources of power for exit illumination. (Occupant load exceeds 100) Section 3313 (b). '. The exit sign • locations as shown are not adequate. - 168.Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Section 1706. 169. Every opening into an elevator shaft enclosure / shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. Elevators in high rise with Section 1807(b). buildings shall comply Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide clear inside elevator as required by U.B.C. Section Title 24 2-5103(d.l). car dimensions 5103(d) 6 and a. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimim clear door width of 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. GLASS AMD GLAZDIG Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 2/14/90 11 Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. ROOF L180J A Class £> roof covering is required. Table 32-A. it ™<7 frj/o ^'*t 'CJ S>e rwfe * 3^- A.. Specify roof pitch. yn. f ' /182. Roof pitch is not adequate for roof covering ' specified. Specify minimum pitch of Specify roof material and application. 32. -fUT. Chapter Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC, e.g., tile, etc. -fUt pox"*"! ^vw Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shal 1 have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above .eave or cornice vents. Section 3205 (c). Snou) t/ent I a 19/6, 197, Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). FIRE BCTIHGOISHIIIG Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). 291. Provide fire sprinklers 102. Section 506, 507, 508 or 3802. jurisdiction ordinance. See also Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803. 2/14/90 12 203, '204! (205, (206) Provide class _ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 2905(c). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. j^When. required by the soil report). f. £ *>~f >•-? £^yv>< plan does not comply with the report recommendation(s) for 208. »09j 2/0 21 The foundation following soil this project Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Show height of all foundation walls. 23. Chapter L3. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. !14) Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundations per Table 29-A. Floors Supported* Stemwall Width 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" Thickness of Depth Footing 6" 7" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 217,For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. i.8. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b) 4. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show height of retained earth on all foundation walls. Chapter 23. 226.Show pier size, spacing and depth into undisturbed soil. Table 29-A. all A — r-Fv r/^ ' fit L ~fru 2/14/90 13 T. 22> 230. 232. 2Q3. U. 2/5 Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. FRAMING Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations requirements. and building code Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. r236j On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP.X STRUCTURAL CONCRETE OVER 2500 PSI X PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER pa. 239. 2/0. f- Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. . Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 2/14/90 14 2W. 2/3. 2/4. ai 2^9. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show or note fire stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chijnneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncorabustible materials. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal "dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.)* Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Show double top plate with minimim 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. 291. Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2x4 and 2x6 max. 10'; non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 25-R-3. 2. Studs supporting two ceiling must be 3 x 4 Table 25-R-3. 2/ 25/5 26^. floors, a roof and or 2 x 6 at 16" o.c. 2£3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). 202. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to wind loading. 2/14/90 15 2644. Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (C) 4. 2/7. Specify plywood grade and ' index. Table 25-S-l. 270. 2/2 panel identification When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) *- Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 .(b). Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. Parking garages shal1 have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). [276y Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. 2/7, 278. 279. 280 Ml. >83. 28/4 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 Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 Ibs. per lin. ft. applied horizontally at top rail (50 Ibs. for exit facilities serving more than 50). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. Pedestrian walkway shall 509. comply with Section Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. 7/10/91 16 85,1 New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). W. TTTT.K 24 HANDICAPPED ACCESS 28%.Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. X. ENERGy CONSERVATION 5f^> 287. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 288. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 289. Incorporate in the plans or specifications the attached "Title 2U Mandatory Requirements" and the "Title 2A- Construction Compliance Statement Requirements". ADDITIONAL >90J Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes teen made to the plans not resulting from this correction list? Please check* Yes No NOTE: The following provisions are contained in Title 2b, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. S-l. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six, persons and in all other occupancies having an occupant load of 30 or more shall be not less than one- hour fire-resistive construction. Section 3305(g)l. S-2. Note on the plans that approved floor-level exit signs shall be provided. This applies to A, E and I occupancies. S-3. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-4. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). S-5. Section 1807 should be reviewed for all high- rise buildings. S-6. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. S-7. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 720*». The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-H68, to perform the plan .check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Thank you. 1/22/92 17 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling, at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315U) 4, 2-5315 fa)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subse'ction (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. ... On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination • throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, or that control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-s-torage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No. References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship11 as described in Section 2-422. SITE DEVELOPMENT HANDICAPPED PARKING SPACES b. Jiandicapped spacesProvide 2-7102(b) Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) /cJ Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). (d) Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). Parking space(s) shall be identified witfi the International Symbol of Accessibility on reflectorized sign affixed to post or wal 1, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped-space(s) may be subject to tow-away. 2-7102(f) If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to anystructural member, duct or pipe. 2-7102(g) CURB RAMPS tf- a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall ba 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not possible, 2-3325(b) allowed whenever f. At each gate or door a 60"x60". level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. Z-3325(e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A h. Top landing shall be 60" x 60" minimum. 2-3307(d.l) i. When' door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j. Top landing shall have 60" min. width when door swings onto the landing, with 2V on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp> when slope exceeds 1 in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction.2-3326(b) b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ENTRANCES AND CIRCULATION ENTRANCES, DOORS, VESTIBULES AND CORRIDORS /. All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) /• All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.l) Exterior level landing may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 /fy Door hardware shall be of the lever or ^^ push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- 3304(i.2) /gO The lower 10" of the door shall be of Lx smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) /n7) Building entrance(s) shall be identified ^— by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) f-At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(1.4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(i.l) k. Width of clear area on the swing side of the door shall extend 2V past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(1.1) 1. The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) e. On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j-l) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. the sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANITARY FACILITIES TOILET FACILITIES ACCESS ©When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) Doorways shall opening width. have 32" 2-511.1 minimum clear c} There shall be a level area with 60" -^ clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511.l(a) MULTIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 60" high - or clear space 56' high. 2-511.l(a) diameter x 27" X 63" x 27" b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.l(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.l(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 48". 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) GRAB BARS AX WATER CLOSET a. One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) c. Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.l(a> WATER CLOSET a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 URINALS . . - a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) LAVATORIES a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) c. Hot water and drain pipes under lavatories shall bs insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin s lots, etc.) shall be within 40" of floor. 2-511.l(b) SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) p. BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.1(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. .... -v ' GENERAL REOUIRBffiHTS El. DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a, minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). ELECTRICAL REQUIREMENTS a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCDPARCt KEQUTREMEKTS AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) e. This structure requires seats for semi-ambulant persons, leg space shall be at least 24". 2-611(b) Clear f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) [6. STADIUMS, GRANDSTANDS, BLEACHERS,-PAVILIONS, GYMNASIUMS a. This structure requires pwheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-61l(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) GRODP H OCCUPANCY / . a. Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Employee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDITIONS, ALTERATIONS AND REPAIRS ID EXISTING BOTlJnNGS. (2-110A(b)ll) 34JThe area of specific addition, alteration and/or repair, shall comply with the provisions of Title 2^. Additionally: fa^ The primary entrance to the building and ^-^ path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. Q>P Existing restrooms, water fountains, and public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. Information regarding handicapped accessibility shall be posted in lobby per Sec. 2-522. 12/29/89 gc7 flfl/(i><g)^" A-Z.ox TTL tY••- G\l cs c- ^if W 7/70^ 11XJ 6.A :/TV< ^ "Tt-v- /il J-. ? I jyr>)vT>a F- 3 „>„ A T//H.I r fa A or R.o/*'**} ' J WQy> IT I .S A *r/, w ~To » . C J3(ie>Lt-I A^?^ t-J PLAN CHECK NCM2ER:3 2." FLAX CHECKER: CHUCK Submit coaplctc electrical plans reflecting the full extent of worX to be pcrfomed, including but not limited to the following as applicable. Submit cosipl&tc service and feeder one- line diagrao. KEC 215-5. Show '"the Available Fault Current (Isc) from ' the Utility Co. and at equipment where the Isc exceeds 10,000 Mips. • )f. Show the , aapcrc interrupting capacity / (AlC) ratings of service and subscrvicc s • vrc-r« i>n_ft •f>r\^r.c © equipment NEC 110-9, 230-65. ;o5. ) Show the method used to limit fault currents to 10,000 a=ps on branch circuits. * Show fuse letters if used (i.e., JJN, A3I, L?N). ji. Show fuse/breaker siie(s). NSC 240-6. JI. Show each building disconnecting ccar.s. NEC 230-S4. Show conduit and wire siscs. Specify wire -sypo- insulation (i.e. 1HWN) or CU) AKT 310. Show the approximate length of feeders. Show the grounding system' required for each building, structure, or service. NSC 250-24, 80(a), 81(c). Show the "nearest electrode" used for_each transformer secondary ground system (i.e., bldg. steel, cold water pipe). KSC 250- 26(c). 13 .J Show the grounding electrode conductor.- •- - B -i ^ *^ siic uid wii-o tyyulAL/CU). K£C 250-9 y IA\0 Vo CK (teok Foe- Aco 1A. Submit load calculations. Includey1A. Submit load calculations. Include long f continuous loads (LCL) and largest motor loads. NBC A5tl 220. Show/Identify new loads proposed for the existing equipaeat. 15. / Jre. Indicate nain service size and total load. XSpecify wiring occhods (i.e., EMI, Metal Conduit) . X : 4/21/92.DAZE Show location of Servicc(s). NEC 110-16, 230-2. Specify dimensions of equipment i-atcd 1200 asps or nore. NEC 110-16(c). Provide the required access and entrance to working space for equipment rated 1200 asps or more and over 6 ;cet wide. NEC / , 22. ' y{. • 2*».- S Show location of all panels, load centers, switchboards, a.id transformers. KEC 110-16, 240-24, 300-21. Provide the required working space about electrical equipment. NSC 110-16. Submit coirplcte panel schcdule(s). Provide ••ovcrcurrerxt protection on the secondary side of trar.sforscrs. NEC 24Q- 21 Ex., 3S4-16(cl). Provide required transformer ventilation. NEC 450-9. :Provide rcccptacle(s) within 25 feet of KVAC equipment. UMC 509. Provide the required 20 amp 1200 VA.signcircuit(s) and rcccpLacl"c(5). NSC 600-6(b)(c). Provide "uniform" pattern lighting within sight of cultiple switch lighting controls. CAC Title 24, 5319. Where the exit system serves a total occupant load of: Tteo or sore. Show exit signs on fighting plan(s) at all required exits and specify cither self luminous or second power source (battery or generator). NEC 700-16/D2C 3314. 1 f el and it! uuwcr )KXS 700- |To speed up the rcc.hcck TTOC_RSS, note on this Hst (or A copy) yhe.re_ each correction'i.tgiB__has bctcn ad_dri*ssftd. i.a. . plan shft.eti spGcificatiop.. etc. j^Q sure to enclose _ narked up Hr.f. yhe.n submit the ravisp.d olans. ^UJs ow cartel *&' -t-\>e. Any questions on electrical corrections please contact tho plan checker shown above at is v i 1" Co '-o o -a t * on at (619) 560-1468. Ihank you. 10/08/91 JURISDICTION:CB FLAN CHECK NUMBER: MECHANICAL, FUHBING, ENERGY PLAN CORRECTION SH'E*T DATE: \ _Jji' PLAN CHECKER: Q D ADAKEK S. 'T'c i r -6 C -S / «- a •/ \~) f X? 5 /S 7**A /S f ^7 A O & MECHANICAL, PLGKBING, ENERGY FUN CORRECTION SHEET JURISDICTION: _ _ _ DATE: Q GLEN ADAHEK PLAN CHECK HOMBER: _ PLAN CHECKER: Q D - -^> / <. A/or /s A/or £*£<>&& ~TZ> d&*^>j<£*> /)t {2 £-&#>? 30 "X 30" /'aart MECHANICAL, PLCKBDIG, ENERGY FLAN CORRECTION SHEET TIlgTSDICTIOH: FLAM CHBO: NUHRER: DATE: QHI ADAMBK PLAN CHECKER: D 5 / 6 t~o$ ar 3 Date t Jurisdiction prepared byi PLAN CHECK NO. BUILDING ADDRESS -277^- VALUATION AND PLAN CHECK FEE S / Q Bldg. Dept, D Esgil APPLICANT/CONTACT AE - BUILDING OCCUPANCY PHONE NO. TYPE OP CONSTRUCTION £-> IB-2. _ 1/-NJ DESIGNER PHONE " CONTRACTOR PHONE BUILDING PORTION o*f-f- •'< e Classyvofa^- — Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA /57<D U?4- VALUATION MULTIPLIER ^ *e ? @ • • VALUE */^'^o<t- BuUdihg Permit Tee $. Plan Check Fee S COM ME NTS: SHEET f OF / ENGINEERING CHECKLIST \§F>f?g{y<6iv*DATEt A'^^L UU ITEM COMPLETE A *?\ -jiPTAMCHECir NO. CK--' "!L*~O'2m ** ITEM INCOMPLETE NEEDS YOUR ACTION " ' ^ ' H'~" ITEM SELECTED1s T C H E C K N<T D C H E C K D C H E C K ^ Z i iij C#*fc\-*s&f*Xy E?-Lvi/ » r^l-L-ti \y oZZfl ri pruvio^moki ^Ai^iTinMtwm-tJ PROJECT ID: AP/Sl 2Op-l4v~Cn LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. Show on site plan: Finish floor elevations, pad elevations, elevations of f inish grade adj acent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description an<J Assessors Parcel Number. Discretionary Approval Compliance 1—II—II—(4. NO Discretionary approvals were required. 1—1 Ul] I—1 5. project complies with all Engineer ing _ Conditions of Approval for Project No. 12SII—I b£l g. Project does not comply with the following Engineering Conditions of Approval for Project No.. jo MUST SUBMIT MXLAR COPY OP StTE PlflM TO E/^6, DEFT Conditions complied with by; Date; Field Review <—1 '—I I—> 7. Field review completed. No issues raised. I—1|—|I—| 8< Field review completed. The following issues or discrepancies with the site plan were found: i—' I—' '—I A. Site lacks adequate public improvements I—II—I LJ B. Existing drainage improvements not shown or in conflict with site plan. I—II—i I—I c. Site is served by overhead power lines. ^ \DOCS\MBFORMS\TOttOIO DH REV. 00/27/91 I—1|—1|—I 0< Grading is required to access site, create pad or provide for ultimate street improvement. '—''—' '—' E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. LJ LJ LJ F. other:. Dedication Requirements 9. No dedication required. '—'I—I'—I 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8*H x 11H plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: , Dedication completed, Date By: Improvement [—' '—I 11. No public improvements required. SPECIAL NOTES Damaged or defective improvement* found adjacent t.a building site nuat be repaired to the satisfaction of the City inspector prior to occupancy. '—I'—I I—'l2. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, P:\OOCI\KmctW\FJWOOlO.WI «W. W/27/91 1—' !—i rn1—''—|!—' 13. improvements are required. Construction of the public improvements may be deferred in accordance with Section 13.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreementmust be signed, notarized and approved by the City prior toissuance of a Building Permit. Future Improvement Agreement completed, Date: By: '—l '—' '—' 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). '—' '—I 14. No grading required as determined by the information provided on the site plan. I—II—II—I is. Grading Permit required. A separate grading plan prepared by a registered civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable tfo tphe citv Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous permit• El LJ LJ 16. Right-of-way Permit not required. LJLJLJ 17> Right-of-Hay Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: 18. Sever Permit im not required. JS LJ LJ 19. sever Permit im required. A sever Permit im required concurrent with Building Permit issuance* The fee required is noted below in the fees section. L-l 20. Industrial waste Permit im not required. P:\DOCS\N1SFQMII\NW0010.M ***• 02/27/91 &rk<& Mt&nm* ] 21. Industrial Wast* Permit is required. Applicant must . complete Industrial Waste Permit Application Form and subnit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: _ Fees Re cm ired N/A. 27. Park-in-Lieu Fee a a a M//\ M/A an Quadrant:.Fee per Unit: 23 24 25 26 27 Total Fees: Traffic xmpact F.. Fee Per unit: 31 lf\ CTT Total Fee:tm8 Bridge and Thorough fare Fee Fee Per Unit:Total Fee: Public Facilities Fee required. Facilities Management Fee Zone: ^ Sewer Fees Permit Nc NJQNF Fee: EDU'aV.41 Benefit Area: _____ 28. Sewer Lateral Required: Fee: ... 29. REMARKS: T.JT2210.10 "thl/!. jOQ-te^ fc? f MVW1r 31O raaximitxva AOTHOMJATIOM TO ZMQB PIWIIT 730 P: \OOCS\NISttftNS\HM0010.0H «IV. 02/27/91 ! Plan Check NQ. Planner Q. fl I fat/ PLANNING CHECKLIST Address Phone 438-1161 ext. (Name) APN: Type of Project and Use £Zw! Zone U"^rx Facilities Management ^^hor\ hjtlcL'rV\6 i- 2 ^ t Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: NO X TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ; ^\ v D )Q D Discretionary Action Required: YES A- NO TYPE DATE:APPROVA1/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions ofr approval? If rpt, staje concjitipns which regfcir^ action. Conditions of Approval /l&T so i®~i Yl D D California Coastal Commission Permit Required: YES NO Y'/C n f**- v r* A i'i*^ ^\r^ A T^F^T^^^T r A T _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 ^_ n nn D D D DD -p90r- JO I Landscape Plan Required: YES NO See attached submittal requirements for landscape, p.ans Site Plan: O" Zoning: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. 1. Setbacks: Front: Int. Side: Street Side: Rear: 2. Lot coverage: 3. Height: 4. Parking: Additional Comments nil /ftftj^"•^^ / rf i ' / ^/ '/ i J Required Required Required Required Required Required Spaces Required Guest Spaces Required nwn ft an <%&&? /- h9 Shown Shown Shown Shown Shown Shown Shown Shown// /^ ' ^*&&• /Sr ofaMifa /%/ (^efnm^ ~#\ ///%#(j OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER PLNCK.FRM City of Carlsbad— -J- ; ^^^M^HHBNmHVMVBMBHMBBMBMPlanning Department April 20, 1992 Philip Baden 1331 Biada Street Vista, CA 92083 SUBJECT: RP 92-3/CDP 92-2 - ST. MICHAEL'S BY-THE-SEA / As we discussed in the Departmental Coordinating Committee meeting this morning, you are not required to provide unmounted, colored exhibits for the Design Review Board hearing. In addition, the Redevelopment Permit is conditioned such that a colored reclaimed water use area map must be submitted to the Planning Department for approval. Since this site will not use reclaimed water, it is not necessary to fulfill this condition at this time. If reclaimed water is made available to the site at a later date, the reclaimed water use area map will be required. Please feel free to contact me at (619) 438-1161, extension 4499, if you have any questions. Sincerely, MICHAEL Assistant Planner MG:vd RP923.1tr 2O75 Las Palmas Drive - Carlsbad, California 92OO9-1576 (619) 438-1 161 DESIGN:REVIEW BOARD RESOLUTION NO. isi 1 A RESOLUTION OF THE DESIGN REVIEW BOARD OF THE CITY 2 OF CARLSBAD, CALIFORNIA RECOMMENDING APPROVAL OF A MAJOR REDEVELOPMENT PERMIT TO ALLOW THE 3 EXPANSION OF EXISTING STRUCTURES ON PROPERTY 4 5,, CASE NO: _RP 92-3_ 6 7 17 18 19 20 24 25 26 27 28 GENERALLY LOCATED ON THE NORTHWEST CORNER OF CARLSBAD BOULEVARD AND CHRISTIANSEN WAY. CASE NAME: ST. MICHAEL'S BY-THE-SEA WHEREAS, a verified application has been filed with the City of Carlsbad and referred to the Design Review Board; and WHEREAS, said verified application constitutes a request as provided by Title 21 of the Carlsbad Municipal Code; and WHEREAS, pursuant to the provisions of the Municipal Code, the Design 12 Review Board did, on the 29th day of April, 1992, hold a duly noticed public hearing to 13 - . consider said application on property described as: 15 Diego, State of California 16 WHEREAS, at said public hearing, upon hearing and considering all testimony Block 6 of Map No. 775 in the City of Carlsbad, County of San and arguments, if any, of all persons desiring to be heard, said Design Review Board considered all factors relating to RP 92-3. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Design Review Board 21 as follows: 22 A) That the foregoing recitations are true and correct. 23 B) That based on the evidence presented at the public hearing, the Design Review Board hereby recommends APPROVAL of RP 92-3, based on findings and subject to the following conditions: Findings: 1. The project is consistent with the goals, objectives, and development guidelines of the Village Design Manual because it perpetuates the local character of the Carlsbad Boulevard special treatment area and does not significantly reduce open space or landscaping. 2 3 4 5, Conditions:6 l.V Approval is granted for RP 92-3, as shown on cAiuuiLa ^ .*, ted 21 22 23 28 SrTE P!./ ,,) M ,j^ 2. The project is consistent with the Cir ect meets both the parking supply and bu 3. The project as evidenced by the process nth all applicable City ordinances. ; all4. The project is consistent with the v performance standards necessary to n April 29, 1992, incorporated by reference and on file in the Planning Department. Development shall occur substantially as shown unless otherwise noted in these 7 8,, conditions. 9 The developer shall provide the City with a reproducible 24" x 36", mylar copy of- the site plan as approved by the Design Review Board. The site plan shall reflect 11" 12 13 14 15 16 the conditions of approval by the City. The site plan copy shall be submitted to the City Engineer and approved prior to building, grading, final map, or improvement plan submittal, whichever occurs first. 3. This project is approved upon the express condition that building permits will not be issued for development of the subject property unless the City Engineer determines that sewer facilities are available at the time of application for such sewer permits and will continue to be available until time of occupancy. 4. Water shall be provided to this project pursuant to the Water Service agreement between the City of Carlsbad and the Carlsbad Municipal Water District, dated May 25, 1983. 18 / Approval of this request shall not excuse compliance with all sections of the Zoning 19 Ordinance and all other applicable City ordinances in effect at time of building permit issuance.20 ^ 6A/ Approval of RP 92-3 is granted subject to the approval of CDP 92-2. 7. / Trash receptacle areas shall be enclosed by a six-foot high masonry wall with gates pursuant to City standards. Location of said receptacles shall be approved by the Planning Director. Enclosure shall be of similar colors and/or materials to the 04 project to the satisfaction of the Planning Director. 8. v All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No. 80-6, to the 25 26 n satisfaction of the Directors of Planning and Building.#i I DRB RESO NO. 181 -2- 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 9.v/ Compact parking spaces shall be located in large groups in locations to the satisfaction of the Planning Director./ 10.v/ All landscaped areas shall be maintained in a healthy and thriving condition, free from weeds, trash, and debris. 11. Preliminary landscape plans shall be submitted to and approved by the Planning Director prior to occupancy. 12. , Landscape plans shall be designed to minimize water use. Lawn and other Zone 1 v plants (see Landscape Manual) shall be limited to areas of special visual importance or high use. Mulches shall be used and irrigation equipment and design shall promote water conservation. 13. ^/The developer shall avoid trees that have invasive root systems, produce excessive litter and/or are too large relative to the lot size. 14. vAll herbicides shall be applied by applicators licensed by the State of California. '; 15. 16. 17. 18. 19 V; signs proposed for this development shall at a minimum be designed in conformance with the City's Sign Ordinance and shall require review and approval of the Planning Director prior to installation of such signs. Building identification and/or addresses shall be placed on all new and existing buildings so as to be plainly visible from the street or access road; color of identification and/or addresses shall contrast to their background color. The entire potable and non-potable water system/systems for subject project shall be evaluated in detail to ensure that adequate capacity and pressure for domestic, landscaping and fire flow demands are met. The developer will be responsible for all fees and deposits plus the major facility charge which will be collected at time of issuance of building permit. The developer shall pay a San Diego County Water Authority capacity charge which will be collected at issuance of application for meter installation. This project is approved upon the express condition that building permits will not be issued for development of the subject property unless the water district serving the development determines that adequate water and service is available at the time of application for water service and will continue to be available until time of occupancy. Sequentially, the Developer's Engineer shall do the following: A. Meet with the City Fire Marshal and establish the fire protection requirements. B. Prepare a colored reclaimed water use area map and submit to the Planning Department for processing and approval. DRB RESO NO. 181 -3- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Schedule a meeting with the District Engineer for review, comment and approval of the preliminary system layout usage (G.P.M. - E.D.U.) plan for table, reclaimed and sewer systems prior to the preparation of improvement ns. PASSED, APPROVED, AND ADOPTED at a regular meeting of the Design Review Board of the City of Carlsbad, California, held on the 29th day of April, 1992 by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: BAILEY NOBLE, Chairman CARLSBAD DESIGN REVIEW BOARD ATTEST: DEBBIE FOUNTAIN ACTING HOUSING AND REDEVELOPMENT DIRECTOR MG:lh DRB RESO NO. 181 DESIGN REVIEW BOARD RESOLUTION NO. 182 A RESOLUTION OF THE DESIGN REVIEW BOARD OF THE CITY OF CARLSBAD, CALIFORNIA RECOMMENDING APPROVAL OF A COASTAL DEVELOPMENT PERMIT TO ALLOW THE EXPANSION OF EXISTING STRUCTURES ON PROPERTY 4 8 9 21 of the Carlsbad Municipal Code; and 11 WHEREAS, pursuant to the provisions of the Municipal Code, the Design 12 Review Board did, on the 29th day of April, 1992, hold a duly noticed public hearing to 18 19 24 25 26 GENERALLY LOCATED ON THE NORTHWEST CORNER OF CARLSBAD BOULEVARD AND CHRISTIANSEN WAY. CASE NAME: ST. MICHAEL'S BY-THE-SEA CASE NO: CDP 92-2 WHEREAS, a verified application has been filed with the City of Carlsbad and referred to the Design Review Board; and WHEREAS, said verified application constitutes a request as provided by Title consider said application on property described as: Block 6 of Map No. 775 in the City of Carlsbad, County of San Diego, 14 15 .. State of California 16 _ WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Design Review Board considered all factors relating to CDP 92-2. 20 as follows: 23 NOW, THEREFORE, BE IT HEREBY RESOLVED by the Design Review Board 21-" 22 n A) That the foregoing recitations are true and correct. B) That based on the evidence presented at the public hearing, the Design Review Board hereby recommends APPROVAL of CDP 92-2, based on findings and subject to the following conditions: Findings: P7 1. The project is consistent with the goals, objectives, and development guidelines of the Village Design Manual because it perpetuates the local character of the Carlsbad Boulevard special treatment area and does not significantly reduce open space or landscaping. 2. The project is consistent with the City's Local Coastal Program since the project meets both the parking supply and building height required standards. 3. The project as evidenced by the processing of the required permits is consistent with - all applicable City ordinances,o 4 performance standards necessary to maintain compatibility are being met. 5 Conditions:6 7 8n conditions. 9" 17 18 19 The project is consistent with the various elements of the General Plan as all 1. Approval is granted for CDP 92-2, as shown on Exhibits "A" - "H", dated /April 29, 1992, incorporated by reference and on file in the Planning Department. Development shall occur substantially as shown unless otherwise noted in these 2. / Approval for CDP 92-2 is granted subject to approval of RP 92-3. CDP 92-2 is subject to all conditions of RP 92-3, Design Review Board Resolution No. 181r incorporated herein by reference and on file in the Planning Department. 3. /This permit shall expire one year from its date of approval if the project has not 10 11 12 ... been commenced during that time period. 14 PASSED, APPROVED, AND ADOPTED at a regular meeting of the Design 15 Review Board of the City of Carlsbad, California, held on the 29th day of April, 1992 by 16 the following vote, to wit: AYES: NOES: 20 ABSENT: 21 ABSTAIN: 22" 23 BAILEY NOBLE, Chairman p . CARLSBAD DESIGN REVIEW BOARD ATTEST: 25 ' 26 27 28 DEBBIE FOUNTAIN ACTING HOUSING AND REDEVELOPMENT DIRECTOR MG:lh DRB RESONO. 182 -2- City of Carlsbad _ 92°71 _ Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Tuesday, June 23, 1992 _ Reviewed bv: L' . Contact Name Art Kuehn Address 1 635 Sixth Ave. City, State San Diego CA 92101 Bldg. Dept. No. 92-3*8 Planning No. CDP92-2 Job Name St. Michael's By The Job Address 2775 Carlsbad Boulevard Ste. or Bldg. No. U3 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. D 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 3rd Other Agency ID CFDJob# 92071 Fi!e# 2560 Orion Way * Carlsbad, California 92008 • (619) 931-2121 City- of Carlsbad 92071 Fire Department • Bureau of Prevention Plan Review; Requirements Category: Building Plan Check Date of Report: Monday, June 8.1992 Reviewed b] Contact Name John Stevenson Address 1635 Sixth Avenue City, State San Diego CA 92101 Bldg. Dept. No. 92-348 Planning No. CDP92-2 Job Name St. Michael's By The Job Address 2775 Carlsbad Boulevard Ste. or Bldg. No. Approved - The item you have submitted 1or 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. 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 ^ 3rd Other Agency ID CfD Job# 92071 File# 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 Requirements Category: Building Plan Check HAFg2~07i Deficiency Item: Pending 19 Fire Alarm System Required A fire alarm system is required. Permits are required for the installation of all fire alarm systems. Plans must be approved by the Fire Department prior to installation. See item 32 for specific fire alarm system requirements. Fire Alarm plans must be submitted by a Licensed alarm contractor. The alarm drawings on the plans will not be used by the fire department for plan review. Deficiency Item: Pending 28 Corridor Construction Walls of corridors serving a Group R, Division 1 or Group I Occupancy having an occupant load of 10 or more and walls of corridors serving other occupancies having an occupant load of 30 or more shall be of not less than one-hour fire-resistive construction and the ceilings shall be not less than that required for a one-hour fire-resistive floor or roof system. Exception for Offices: Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and when the corridor has a listed supervised, low voltage smoke detector system installed. For other exceptions refer to UBC 3305{g) Define type of construction in corridor 202. Deficiency Item: Pending 32 Additional Requirements or Comments Provide a door schedule with resubmittal, along with Esgils list of corrections. Page 2 06/08/92 City of Carlsbad 92071 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday. April 17.1992 Reviewed by: C . Contact Name Art Kuehn Address 1635 Sixth Ave. City, State San Diego CA 92101 Bldg. Dept No. 92-348 Planning No. CDP92-2 Job Name St. Michael's By The Job Address 2775 Carlsbad Boulevard Ste. or Bldg. 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. 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 1 st \s 2nd 3rd Other Agency ID CFDJob# 92071 File* . 2560 Orion Way * Carlsbad, California 92008 • (619) 931-2121 Requirements Category: Building Plan Check HAF92~071 Deficiency Item: Pending 18 Fire Extinguishers Required Provide one 2A10BCfire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. See item 32 for any additional fire extinguisher requirements. Deficiency Item: Pending 19 Fire Alarm System Required A fire alarm system is required. Permits are required for the installation of all fire alarm systems. Plans must be approved by the Fire Department prior to installation. See item 32 for specific fire alarm system requirements. Deficiency Item: Pending 27 Occupant Load Signs Any room having an occupant load of 50 or more where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place . 28 Corridor ConstructionDeficiency Item: Pending Walls of corridors serving a Group R, Division 1 or Group I Occupancy having an occupant load of 10 or more and walls of corridors serving other occupancies having an occupant load of 30 or more shall be of not less than one-hour fire-resistive construction and the ceilings shall be not less than that required for a one-hour fire-resistive floor or roof system. Exception for Offices: Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and when the corridor has a listed supervised, low voltage smoke detector system installed. For other exceptions refer to UBC 3305(g) Deficiency Item: Pending 32 Additional Requirements or Comments 1. Define the ages to be taught on the second floor of the education building. 2. Alarm system is required for all E occupancies with over 50 occupants. 3. Explain the exiting system for the 2nd floor. 4. Provide manufacturers cut sheets on the 1 hour partitions and door panels along with the State Fire Marshals listing Sheets. 5. Provide fire department with Esgils corrections and resubmit the same corrections provided to Esgiltothe Fire Dept. Page 2 04/17/92 BYiXEROX TELECOPIER 7010 ; 5-12-92 2=17PM : CCITT JY:WILLDAN SAN DIEGO ; 5-12-92 ; u:n ; WILLDAN SAN WILLDAN ASSOCIATES ENGINEERS & PLANNERS FACSIMILE TRANSMISSION COVER SHEET DATE: TO: FAX NUMBER: kAAIN PHONE: FROM:l£U)\5 OFFICE: FAX NUMBER: MAIN PHONE:457 THISFAXCONS/STSOF PAGES (INCLUDING COVER SHEET) IP THERE ARE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE CONTACT : COMMENTS: TRANSMISSION COMPLETED BY:TIME: XJ BY:XEROX TELECOPIER 7010 ; 6-12-93 •NT BYJWILLDAN SAN DIEGO ; 6-12-92 ! 14=11 CCITT G3-> WILLDAN SAN DIEQO-* ;w 2 ;s 2 Reid Sketch City of Carlsbad^ ^^-^^^——-^^^^^^^^^^^^^^^i^—j^^^_^—^^M—__ Community Development June 3, 1992 Arthur C Kuehn, AIA John Stevenson Architect Inc. 1635 Sixth Avenue San Diego, Ca 92101 ST MICHAEL'S BY THE SEA, BUILDING D, CB 92-348 We must deny your appeal to waive the accessibility standards for the restrooms in your Building D being completely remodeled. The numbers below refer to those in your letter of May 26, 1992. 1. We enforce the California State Accessibility Standards, Title 24, which have been in effect since 1981. You may be thinking of the recent US Government regulations, not enforced by the local jurisdictions, 2. Handicap restrooms must be available IN the building, on the first floor. If there is no elevator they need not be provided on the second. 3. We do not see an elevator on your plans. The second floor which you mention does not need to comply. It appears the cost of making the first floor bathrooms accessible will not be excessive. PATRICK KELLEY, BUILDINf Of FICIAL cd 2O75 Las Palmas Drive * Cartsbad, California 92OO9-1576 (619) 438-1 161 June 1, 1992 PAT: REQUEST FOR RELIEF FROM HANDICAP REQUIREMENTS - CHURCH ST MICHAELS BY THE SEA He wants us to waive the requirements for handicap bathrooms IN THE BUILDING (D) and send the handicapped to Building C. A plot plan is attached showing the location of the buildings, and once again an applicant is suggesting unequal treatment. I have printed the first floor baths for your examination. It appears they would not be difficult to modify; remove a toilet, relocaie-a-^av, move a partition. There is no elevator. ent his request be denied. tevenson 1635 Sixth Avenue, San Diego, California 92101 (619) 234-7331 26 May 1992 Mr. Carter Darnell Carlsbad Community Development Building 2075 Las Palmas Drive Carlsbad, California 92009 Project: St. Michael's by-the-Sea Education Building D Subject: Handicapped Restroom Hardship Appeal #90-075-2 Dear Mr. Darnell, As you requested a few weeks ago when we discussed the handicapped restroom hardship, on behalf of our client, St. Michael's Episcopal Church, I am making an appeal to dismiss the requirement of providing handicapped restroom facilities for this project The reasons for filing this appeal are listed below. The design of this addition was established in September 1991 before the current handicapped requirements were imposed.*^ 2. Handicapped toilets are available in Building C immediately adjacent to this building and have been used by the handicapped ever since the facility was first operational. (Refer to enclosed Site Plan) . 3. /The projected cost to construct the second floor addition to this building is approximately $62.00 per square foot. Church member pledges to pay for this building addition are far short of that needed. It is felt that the additional cost of approximately $100.00 per square foot (for this area) for renovation of the restrooms is indeed a hardship. I trust that this appeal will meet with your approval. If there is any additional material or information needed by you please do not hesitate to call. I await your response. Sincerely, Arthur C. Kuehn, AIA encl. ACK/kaf --7 R.L BIGGERS & ASSOCIATES Consulting Engineers STRUCTURAL rCALCULATIONS : .. L : 4 FOR. ?T MICHAEL'S &Y THE SEA '. ITEM ';SHLE1T NO. 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UMTS SHSAR LAT5R.AL /4A/XHVS/S c/r /,, 77 = 34.67 £s A/orKap'0, ze/MF, =CA* t>>to - o. ™ CAPACITY'. Mu- /so.3'* rfr 40" Pi- 3.0 a'7. 3.00 60.00 150. 30 43. 00 40.00 7.60 711.91 0.86 FC FY MU H D B MR flS V£fLT, 5A&S 12INTO CAf> Wl- 1.01 flM , fcP. £>LDG> •/?/?•£.• LiO Y CONC. LONG = 300,6 fi* 3.00 40. 00 300.60 96. 00 85. 00 7.60 3584.74 1.20 3.23 FC FV MU H E B MR RS flM As - faty (K)(l't>}£t/rtS USE ED,\C/ LOAPS $J'MICHAEL 5 JL C£>4- 3 - *•'+* POST = 0,bll , 2S.S>/A '[• PCST use POST NO. i (o>3)0e>ooooo) 6)i £681*use NO./ l ST. 0 /t-ts vo W) •V*• 52-. 5 /2 e/l Jl / 5 tJI 02 PL AN OF COLUMN 3TA7/£A^£Z/$ /S7 STOW &evizet> +/i/n MX*. 73 /.3/ft, /.67 ^ ^.277- PALLOW. = B /.25 4*5,73 - 54.17* = /Pg ^ 34.4 . (tfoLLK.6DucTtoMTAK.EU) 73 Fa > FALLOW.- ; Sr MICHAZL '5 '•> ED. 1ST' STDPf COLUMNS COL, fZ./ ft 53,3 51.0 42.1 Ft, M/C/MS6 S LOAD LL - J± r Q. 7^ - 70 =(70 r no s /OS.6 «r p /r . .. * ~ ^fi ' ^ due? 'o */f 2/27/fZ' use = /f * /eecr. niP3P * se>. et- »s> \rs (SEC SHT, CS AW/? r MX* LOAD 'ff 2./7' 3.00 40. 00 11.25 14.00 10.00 12. 00 FC FY MU H D B 78. 34 0. 38 0. 60 MR flS fiM , E>LD&.. FOOTING TOT = 2.50 40. 00 3.49 12.00 S. 00 12. 00 41. 73 0. 15 i.0'FOOTING t I '^s±-*,M". AM-t'x 0, 67 ' 110 loo 2.50 60.00 IS. 56 12.00 8.00 12. 00 37.47 0. 56 FC FY MU H D B MR RS FC FY MU H D B MR RS 33. X= tSf.no •!• 31. » {.to* - I. SOP 7- - i.Zff •i/ O&rZt ./ 3/,5' L 3/3/12 6<UV/TY CHOW y J . *•' f *' L * 1- *' \ L ^-' ,. 1 1^ 5' FOOTING x 4' x <9' x /z' x #' - -2,03 37,80^ V COL, t CM r . SO x -X //'• x c?' x 7' >c 3' //' = 37. L.4? X 0 = 0 A o.8& g S.7» FOOTING X & «x 7' = 77 00 p.L. 33,30 jr 0 eu- "-2Z "*• = o.o7 3/4/?Z tk. ST. MICHAEL 'j FOOT/MB 3. 00 60. 00 212.94 12.00 8. 50 54.00 228.41 6. 73 3.00 40.00 4.46 12. 00 7.75 12. 00 47. 05 0. 20 cour FC FY MU H II B MR RS 3. 00 60. 00 41. 12 12.00 8.50 54.00 228. 41 1. 11 FC FY MU H D B MR flS on FC FY MU H D B MR RS 4.4.- 4-#S TO? 577 24.7 VALLf€ «<rsaaooo HQOPJ, CAP f ' s/ze. : T^Y *J 22' x 5' .. = ; 404.6? -^ MAX,WF < c eu > LOADING: TOTAL * o.so ' x "5 MICHAEL'^ pe •21 7/2-V x *'f - 3.00 60.00 196.40 12.00 8.00 48. 00 179.85 7.08 0. 96 FC FV MU H D B MR flT RC 3S.-75 9MAX. = (3ft 7 fl) ft? = f oz. TOTAL Vu 6 /,33'x^o/^ c //. j nnifl«»« •AIM! \t ^ 5 = X - 7.TC, to. So 2x4- r A Z-9/006V3S-3H1-A9 S,13VHOM US <D£>EoCD(0a.rrr r r r r r r r r r \ 0) CO.g O .o "oj> LU 31O •t rter S-9/006V3S 3H1 A8 S.13VHOM "IS ^x N S-9Z006V3S-3H1-A8 ED2TOa. _i*/ OOr-nj Cr O_Oi .o o CO 2 IMTOz| i!si S-SZ006V3S-3HJL-AS S.13VHOW1S:aujBN 0>E20)O)ox Ou C.g oo CO 1 -=! |S A^VLi~7 fl9 525OiK5& Ilit J3D(0 ,,4,, ,1,1S-S/006V3S-3H1-AQ S/13VHOW1S 0)o>03Q. O0 CO N 29r ^^»1 §s Hu:u. \'~\ *°\\•^\V(T1r-fV>•Mo~7fOO O O <8-9/006V3S-3H1-A8 S,n3VHOIW 'IS':euBM ,00,0,,0)JDE=1z0)O)toa.•. o 0 CO 1 "^ 5j»cttf »I Siss 25 0-U. IL r Z L..L.-U2-9/006V3S-3H1-A8 S/13VHOM 'IS JDE3 c mo o 0 CO -1 li <?4>E^StlS5®tsi9*mii^NjN'•jN.,^*^rVO r7D(0^<3 O <l ^-9Z006 .V3S-3HJ.-A9 SHSVHOHN 'IS ':e.EN ,oa,oJd L*E0)Q.• =-S»lN o 0) CO y •^5 $<> I &iOK¥SSlL .- L i, i.•^r£z 3-9Z006V3S-3H1-A9 'IS JDEO>COQ. V ., ) -£.:>-8•<• Q" I u, A NX iirco"" « .10. illvTi" fe' "Z (D T O 0 CO (., 1,1. CATLIN ENGINEERING, INC. 440 Highland Avenue El Cajon, California 92020-5222 (619) 588-8500 FAX (619) 447-3944 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORTS. C' FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AN, JUN 03 1992 William G. Catlin, President CE11579 GE194 Mark 6. Catlin, Vice President CE 40570 St. Michael's By-The-Sea c/o John C. Stevenson Architect, Inc. 1635 6th Avenue San Diego, California 92101 June 3, 1992 Subject: Project 13E4C(1) Foundation Design Review Proposed Improvements to Education Building St. Michael's By-The-Sea Episcopal Church 2775 Carlsbad Boulevard Carlsbad, California Gentlemen: In accordance with your request and our recommendation, we have reviewed a revised foundation design for the subject development. We previously performed a soils investigation at the subject site and presented the results in a report dated May 28, 1992. / In preparation of this letter we have reviewed sheet S-2 of the blue line prints entitled "St. Michael's By-The-Sea Education Building," prepared by John C. Stevenson Architect, Inc., with a most recent revision date of 11 May 1992 and sheets S-24 through S-30 of the detail book, each with a most recent revision date of June 3, 1992. We judge that these revised foundation plans are in conformance with the recommendations in our report. The recommendations and conclusions in our previous repor unless specifically modified herein. in unchanged, Respectfully submitted, CATLIN ENGINEERING, IN <_/? Vice President RCE 40570 Distr. (2) MBC/mcp Addressee (for hand pick-up Mr. Art Kuehn 6/3/92) Consulting Engineers and Geologists CATLIN ENGINEERING, INC.William G. Catlin, President CE11579 GE194 ,...«. ii- L. i -j A Mark B. Catlin, Vice President440 Highland Avenue CEAOSTO El Cajon, California 92020-5222 (619) 588-8500 FAX (619) 447-3944 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS, OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, St. Michael's By The-Sea May 28, 1992 c/o John C. Stevenson Architect, Inc. 1635 6th Avenue San Diego, California 92101 Subject: Project No. 13E4C Report of Soils Investigation to Update and Verify Previous Investigation Proposed Improvements to Education Building St. Michael's By-The-Sea Episcopal Church 2775 Carlsbad Boulevard Carlsbad, California Gentlemen: In accordance with your request and our proposal dated May 15, 1992 which you approved on the same day, Catlin Engineering, Inc. has performed a soils investigation at the above-described site. We understand that you propose to improve the existing education building. This building is located on the western portion of the subject property. Our field engineer performed the field work on May 18, 1992. Our exploratory holes encountered 1 1/2 to 2 feet of loose and compressible fill soils overlying dense formational soils. The dense formational soils encountered will provide adequate foundation support for the proposed improvement. In our judgment, if the conclusions and recommendations presented in this report are implemented during site preparation, then the site will be suited for the proposed development. To reduce the likelihood of costly misinterpretation of this report and how it relates to the proposed development, we strongly recommend a predevelopment meeting at the site between the developer, you, and us. We sincerely appreciate this opportunity to be of service. If you have any questions concerning the following report, please do not hesitate tn us. Respectfully submitted, CATLIN ENGINEERING, INC. /.. —/--•-/ -M Hark B. Cat!in Vice President Distr. (.20 MBC:AEB/mcp/pl/kjg Consulting Engineers and Geologists 7 j PAGE 2 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C HAY 28, 1992 TABLE OF CONTENTS PAGE NO, INTRODUCTION 3 FIELD INVESTIGATION 5 LABORATORY TESTS 6 OBSERVATIONS, CONCLUSIONS AND RECOMMENDATIONS .Observations and Conclusions ----- 8 Recommendations 10 LIMITATIONS AND UNIFORMITY OF CONDITIONS 14 DRAWINGS NOS. 1 THROUGH 3 PLATE NO. 1 APPENDICES B, D, and L PAGE 3 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C KAY 28, 1992 INTRODUCTION This report presents the results of a soils investigation at the site of proposed i mprovements to an exi sti ng educati on building, 1ocated at 2775 Carlsbad Boulevard as shown on the vicinity map, Plate No. 1. The entire property is referred to as Assessors Parcel No, 203-143-07 in the City of Carlsbad, County of San Diego, State of California. We understand the proposed development consists of improving the existing education building for St. Michael's By-The-Sea Episcopal Church. These improvements include the construction of four isolated interior foundations and the modification of several of the existing continuous perimeter foundations. Catlin and Company, Inc. previously performed a soils investigation nearby on the same property for improvements to the parish hall, the results of which were presented in a report dated April 26, 1985. Catlin and Company, Inc. then provided inspection and testing of compacted filled ground placed for those improvements, the results of which were presented in a report dated July 1, 1985. Our report updates the recommendations presented in these reports and extends their applicability to the proposed improvements for the education building. The objectives of our investigation were to explore the existing soil conditions and evaluate the physical properties of the soils so that we could present conclusi ons and recommendati ons, extend i ng those presented i n the above-mentioned report, regarding the following: (a) allowable bearing capacity (b) lateral resistance and bottom friction (c) minimum structural cross section for slabs on grade and shallow footings to resist expansive soils {if appropriate), (d^^stjmated .settlement (e) minimum depth PAGE 4 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C NAY 28, 1992 To accomplish these objectives, we reviewed the above-mentioned reports, geologic and topographic information, and excavated two exploratory holes; we collected relatively undisturbed and bulk samples, and performed laboratory tests on these samples; finally, we conducted engineering analyses, and formulated the conclusions and recommendations presented herein. PAGE 5 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C HAY 28, 1992 FIELD INVESTIGATION We excavated two exploratory holes with hand tools at the approximate locations shown on the attached Drawing No. 1 entitled "Approximate Location of Exploratory Holes." We located the exploratory holes in the field by referring to the project drawings entitled, "St. Michael's By-The-Sea Education Building," prepared by John C. Stevenson Architect, Inc. as their Job No. 90075-2, sheets T-l> A-l through A-ll, S-l through S-5, M-l through M-3, P-l through P-3, and U-l through U-6, with a most recent revision date of March 30, 1992. We advanced the exploratory holes to depths of 4 to 5 feet below the existing ground surface. We recorded a continuous log of the soils encountered in the holes at the time of excavation; they are shown in detail on Drawing Nos. 2 and 3 each entitled "Summary Sheet." We visually and texturally classified the soils by the field identification procedures set forth in the Unified Soil Classification System and other references, a copy of which is attached as Appendix D. We collected bulk and relatively undisturbed chunk samples in the predominant soils ahead of excavation. The general procedures used in field sampling are described under "Sampling" in Appendix B. PAGE 6 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C MAY 28, 1992 LABORATORY TESTS Laboratory tests were performed on representative samples in order to determine their dry densities and moisture contents. The results of these tests are presented on Drawing Nos. 2 and 3. Compaction tests were previously performed by Cat!in and Company, Inc. on existing fill soils and topsoils to establish compaction criteria. This soil was tested in accordance with ASTN Designation D 1557-78, method A. The results presented in their April report are reproduced below. Soil Type Depth of Sample feet Soil Description Maximum Dry Density Ib/cu ft Optimum Moisture Content % dry wt Fill Soil 1 Brown Silty Fine Sand 126.4 10.3 Topsoils 3 Dark Brown Slightly Silty 127.0 10.6 Very Fine to Fine Sand Note that "Maximum Dry Density" denotes that density reached at the optimum moisture content using the above-mentioned method of compaction. fn-situ densities of soils can exceed this maximum dry density if the soils have been compacted—either naturally or artificially—with more energy than is used in the laboratory test method. Cat!in and Company, Inc. also previously performed direct shear tests to determine the internal resistance the soil offers to shear stress. The soil was tested in accordance with the ASTM Designation D 3080-72, a standard test method for shear strength. The results of these tests are reproduced on the foil owing paye. PAGE 7 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C MAY 28, 1992 Soil Type Depth of Sample feet . Normal Load kips/sq ft Shearing Resistance kips/sq ft Angle of Internal Friction degrees Apparent Cohesion Ib/sq ft 1 0.87 Topsoil* 3 2 1.57 34 200 4 2.87 We performed an expansion test on a representative sample of the soils most likely to expand to determine volumetric change characteristics with change in moisture content. We tested the soil in accordance with the UBC Standard No. 29-2. The results are presented below. Depth Hole of Sample Soil Expansion No. feet Descr i pt 1 on I ndex 2 1 Yellow Brown Silty Fine Sand 8** A more detailed treatment of the preceding laboratory tests is presented in Appendix B. * - Remolded to 90 percent of maximum dry density ** « Considered to be non expansive PAGE 8 ST. MICHAEL'S BY-THE-SEA/CARISBAD BLVD 13E4C MAY 28, 1992 OBSERVATIONS, CONCLUSIONS, AND RECOMMENDATIONS 1. The property surrounding the subject site 1s roughly "L" shaped and covers approximately 2 1/4 acres. The area covered by our investigation is located in the southwestern portion of this property; we refer to it herein as the "subject site." The subject site currently supports an education building. This building is a single-story structure about 55 feet square. The surrounding property slopes gently down toward the west, and currently supports several structures, including a parish hall, a church, a chapel, and other minor structures. The surrounding development consists of commercial and residential structures. 2. The soil types encountered in this investigation consist of fill soils and formational soils. The fill soils consist mainly of silty sands and sandy silts, while the forroational soils consist mainly of slightly silty sands and sands. 3. We encountered 1 1/2 to 2 feet of fill soils. These soils are locally loose and compressible. We do not consider them to be capable of safely supporting structural loads in their present sta'te of compaction. * 4. Dense formational soils were encountered beneath the fill soils in all excavation locations. These soils are suitable for use in their present state, as supporting material for the proposed structures and/or fills. 5. We do not consider any of the soils encountered during the investigation to be sufficiently expansive with respect to change in volume with change **• moi-stwre c"nt-»rtt to-^arrant special design of foundations and slabs to resist the detrimental effects of expansive soils. 6. Grading is not anticipated for development of the property. Recommendations for foundation depth are presented in the following section. PAGE 10 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C NAY 28, 1992 RECOMMENDATIONS 1. As indicated In the soils investigation report prepared by Catlin and Company, Inc., the dense forraational soils found on the site have an allowable bearing capacity for supporting dead plus live loads of 1,900 pounds per square foot (psf) for continuous or spread footings 1 foot in minimum horizontal dimension and placed at a depth of at least 12 inches Into these dense forraational soils. This bearing capacity for dense formational soils may be Increased at the rate of 150 psf for each additional foot of depth and 125 psf for each additional foot of width over the minimum 12 inches to a maximum of 2,200 psf. 2. Because the on-site soils are non-expansive, and because grading 1s not anticipated for the proposed development, we recommend that proposed foundations bottom at least 12 inches below the lowest adjacent finish grade surface, and 12 inches into dense formational soils, whichever is deeper. 3. We recommend that any new continuous foundations bottom at the above-mentioned depth, be at least 12 inches wide and be reinforced with at least one continuous No. 4 reinforcing bar placed 3 inches above the bottom of the footing and one continuous No. 4 reinforcing bar placed 1 1/2 inches below the top of the slab or top of the stem wall. Because our excavations encountered 1 1/2 to 2 feet of loose surficial soils, we should be authorize- to inspect the subgrade beneath proposed slabs on grade during construction. It is possible that the loose soils we encountered were the result of landscaping activities. However, if substantial loose soils are encountered during construction, then we will recommend recompaction or self-supporting slabs. PA6E 9 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C HAY 28, 1992 7. We encountered no surface water or groundwater during the Investigation. We judge that it is unlikely that you will encounter water during grading or construction unless the work is performed during the rainy season and/or the work extends well beyond the limits of our exploration. PAGE 11 ST. MICHAEL'S BY-THE-SEA/CARUSBAD BLVD 13E4C HAY 28, 1992 Slab-on-grade floors, sidewalks and patios should be at least 4 inches thick (actual thickness, not nominal). These slabs should be reinforced with at least No. 4 reinforcing bars spaced not greater than 32 inches on center, each way, at midheight of the slab, extending into the adjacent footing. Please understand that this minimum slab design is not sufficient to span loose compressible soils, if they are encountered during construction. All reinforcing bars should be supported so that they are not displaced by the placement of concrete. Reinforcing bars in the slabs should be supported on chairs or wired to "dobies." Lap splices should be at least 30 diameters. 4. We estimate the post-construction settlement of footings designed and loaded as discussed above, properly embedded in dense formational soils, to be on the order of 1/4 to 3/8 inch. 5. Provide a minimum of 4 inches of clean sand beneath all concrete slabs on grade to promote proper curing. In areas where floor covering may be sensitive to moisture vapor, we recommend that a plastic moisture barrier, of 6-mil Visqueen or equivalent, be sandwiched in the center of the sand. - ........ 6. Please note that our footing and slab recommendations are mini mums and not an adequate lesser substitute for those recommended by the structural consultant. Furthermore, our recommendations for concrete slabs are not intended to eliminate the possibility of shrinkage cracks which develop in virtually all slabs not specifically designed to prevent them. We recommend that you seek advice from your structural consultant and concrete contractor for appropriate design and workmanship requirements to prevent shrinkage cracks, 7. All new footings and slabs should be doweled sufficiently to the existing foundations and slabs. Dowels for footings should develop the full design tensile strength of the reinforcing steel in the new footings. Dowels consisting of the same diameter and spacing as the reinforcement in new slabs should penetrate existing slabs and foundations at least 6 inches. PAGE 12 ST. MICHAEL'S BY-THE-SEA/CARLSBAO BLVD 13E4C KAY 28, 1992 8. For estimating the resistance of level, formational soils to lateral movement, you may use a maximum allowable passive earth pressure corresponding to an equivalent fluid density of 300 pounds per cubic foot (pcf) on the vertical faces of foundation elements below the recommended slope setback stated later in this report. In calculating the total passive resistance, also neglect the resistance provided by the upper 12 inches on level ground unless confined by slab or pavement. In addition to passive pressure, base friction may be used to resist lateral loads. Use a friction factor of 0.40 times the applied dead load. 9. We recommend that the landscaping and drainage be designed and maintained according to the attached Appendix L and that this Appendix be passed to any new owners in order that they may maintain their property's value by affording the kind of care set forth therein. We especially recommend, the use of complete eave gutters and downspouts that discharge well away from retaining walls, foundations, or unpaved slopes. Note that Appendix L is not pecuUar to this property but rather is a group of practical suggestions for good property maintenance. We recommend that following construction, the soil moisture be carefully controlled. Irrigation and surface drainage should be managed so as to avoid saturating soi1s near si opes, foundati ons, or retai ni ng wal1s. This includes, but is not limited to, maintenance of eave gutters, downspouts, and positive surface drainage which causes water to flow away from retaining walls, foundations, or unprotected slopes. "Positive drainage" is defined herein as ? percent fall for• at least 5 feet away from foundations, retaining walls and slopes; thereafter, drainage should be directed by swales that fall at 2 percent to a suitable discharge (street, stormdrain, etc.). I f PAGE 13 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C HAY 28, 1992 Experience has shown that even with these provisions, a shallow groundwater condition may develop in areas where no such condition existed prior to site development. This is particularly true where a substantial increase in surface water infiltration results from an increase in landscape irrigation. It would be uneconomical to construct enough drainage features to absolutely prevent the possibility of shallow groundwater on the entire site. Therefore, we recommend that shallow groundwater conditions be remedied if and when they develop. 10. If updated project plans are generated, we recommend that you authorize us to review them to check that they conform with the intent of our recommendations. During construction, our personnel should check over-excavations, observe fill placement and compaction, including utility trench and retaining wall backfill, and perform field density tests to check that adequate compaction is achieved. We should be authorized to inspect foundation excavations, subgrade for new slabs on grade, and the placement of reinforcing steel prior to and during the placement of concrete. If we are not so authorized, then we cannot verify their as-placed condition, and consequently can offer no assurance of adequate foundation or slab performance. 11. Unless specifically modified herein, the conclusions and recommendations presented in the reports prepared by Catlin and Company, Inc. in 1985 are still applicable to this site. PAGE 14 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C MAY 28, 1992 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. This Investigation and report were based the plans referenced on page 5 of this report, showing the locations and improvements of the existing structures. If, 1n our opinion, the final precise plan does not entirely agree with the above, then you are cautioned that this investigation may not adequately serve its purpose and unexpected conditions may substantially change anticipated costs. Therefore, in case of a change in plans or further definition of plans, we strongly recommend that you authorize us to review those plans to determine whether additional investigation should be undertaken. 2. The conclusions and recommendations made in this report assume that the soil conditions do not deviate appreciably from those disclosed by the exploratory excavations. However, deviations may in fact exist. If you encounter variations during construction, you should notify us so that we may make supplemental recommendations, as required. 3* The findings of this report are valid as of the present date. However, changes in the condition of a property can occur with the passage of time, whether they be due to natural processes, or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur, whether they result from legislation, the broadening of knowledge, or the expectations of the client being served. Accordingly, the findings of this report may be invalidated, wholly or partially, by changes outside of our control. Therefore, this report should be reviewed by a competent responsible engineer after a period of two years or it shauVi not be rvlied upon, 4. Evaluation of the soil materials for the support of the proposed structures includes Investigation of the subsurface conditions, analysis, formulation of recommendations, and inspections during development. The soils investigation is not complete until we have been afforded the opportunity for gross examination of the soil in the excavations during development so that we may modify our recommendations, as needed. PAGE 15 ST. MICHAEL'S BY-THE-SEA/CARLSBAD BLVD 13E4C MAY 28, 1992 Me recommend that you authorize a responsible engineer to continue consultation through the inspection of development, including the review of the design and construction of foundations, and the inspection of any backfilling of walls and utility trenches. A seemingly minor variation between our recommendations and the actual construction can result in a project that performs inadequately, or worse. Therefore, if Catlin Engineering, Inc. is not authorized to inspect and test any grading, rev1ew the foundati on des1gn and construct i on, and i nspect wal 1 and trench backfill, then we offer nfi assurance that any of our conclusions relating to soil stability, foundation adequacy or buildability may be relied upon. If an engineer other than Catlin Engineering, Inc. assumes the role of consultant on this project, then that engineer shall evaluate this report for adequacy for his purposes, and whether he performs additional investigation or not, shall assume full responsibility for the geotechnlcal aspects of this project. Catlin Engineering, Inc. shall bear no responsibility for consultation given by others whether based on their work or interpreted from ours. The opportunity to be of service is sincerely appreciated. Drawing Nos. 1 through 3, Plate No. 1, and Appendices B, D, and L are parts of this report. Respectfully submitted, CATLIN ENGINEERING, INC. / Andrew E. Bowman Project Engineer RCE 47081 Mark B. Catkin Vice Distr.Addressee MBC:AEB/mcp/pl/kjg X . rt ' ' ^s •* f- -'X\k D* ^<>\<V\\ SUMMARY SHBET PROJECT HANE: ST. MICHAEL'S/CARLSBAD BOULEVARD PROJECT NUMBER: 13E4C HOLENUMBER: 1 ELEVATION; 95'* EXCAVATION DATE: 05-18-92 REPORT PATEl 05-28-92 DEPTH feet SOIL DESCRIPTION SPT *HW» FIELD DRY MAXIMUM RELATIVE SAMPLE VALUE MOISTURE DENSITY DENSITY COMPACTION NUMBER blows/ft X drv wt lb»/cu ft Ibs/eu ft percent Brown Silty Fine to Coarse Sand (SH), Loos* to Mediun Dense, Dry, PVC Pipe at 9* and 18*. Rootlet* down to 6" O" FILL Dark Red Brown Slightly Silty Fin* Sand (SP>, Dense, Dry to Moist, Moderate Cementation FORMATIONAL SOIL QC2 3.3 115.9 127.0 91.2 Orange Brown Slightly Silty Fine Sand (SP), Dame, Dry to Moist, Moderate Cementation, Becones Cemnted [~1c3 With Depth FORMATIONAL SOIL O W DISTURBED SAMPLE Bottoat of Hole at 4'NO GROUNDUATER NO REFUSAL - 7 10 * v- '"•"""" \ MATERIAL ( UNABLE TO ^ SUPPORT STRUCTURAL ^ LOADS O BAG SAMPLE Q CHUNK SAMPLE /\ FIELD DENSITY TEST CM CALIFORNIA MODIFIED SAMPLER SPT STANDARD PENETRATION TEST SAMPLER n Q PENETRATION RECOVERY 1 DRAWING NUMBER: 2 * Elevations Refer to a Temporary Bench Mark--Top of the-Fire Hydrant Located tnmediately North of the Westernmost Property Corner, Assuned Elevation 100.O7 SUMMARY SHEET PROJECT NAME: ST. MICHAEL'S/CARLSBAD BOULEVARD PROJECT NUMBER: 13E4C HOLE NUMBER: 2 ELEVATION: 94'* EXCAVATION DATE: 05-18-92 REPORT DATE: 05-28-92 DEPTH feet Brown Silty SOIL DESCRIPTION1 Fine to Coarse Sand (SH>, Loose to MediuR Deme. Drv. Rootlets FILL 4> SAMPLE NUMBER SPT -N^-VALUE blows/ft FIELD MOISTURE X dry wt DRY DENSITY Ibft/cu ft MAXIMUM DENSITY Ibs/cu ft RELATIVE COMPACTION percent Mottled «ray Fine Sandy SHt (ML), Very Stiff, • 1 Moist, Brick Chunk at 1' FILL Dark Red Brown Slightly SiLty Fine to Mediun - 2 Sand (SP), Dense, Dry to Moist, Moderate Cementation |"1C1 1/2* Root at 2' 4.7 123.5 127.0 97.2 - 3 FORMATIOMAL SOIL Oranae Broun Slightly Sflty Fine Sand (SP), - 4 Dense, Dry to Moist, Uell Cemented, Beeones More Camnted and Dense with Depth 3.4 111.1 FORMATIQNAL SOIL Bottom of Hole at 5'NO GROUNDUATER NO REFUSAL - 6 - 7 -10 ^ \ MATERIAL ( UNABLE TO } SUPPORT STRUCTURAL L LOADS O BAG SAMPLE (~| CHUNK SAMPLE ^ FIELD DENSITY TEST CM CALIFORNIA MODIFIED SAMPLER SPT STANDARD PENETRATION TEST SAMPLER n D PENETRATION RECOVERY I DRAWING NUMBER: 3 * Elevations Refer to a Temporary Bench Mark-*Top of the Fire Hydrant Located Immediately North of the Westernmost Property Corner, Assuned Elevation 100.0' CATLIN ENGINEERING, INC. 440 Highland Avenue El Cajon, California 92020-5222 (619) 588-8500 FAX (619) 447-3944 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS, OR EXTRACTS FROM Ofl REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. PR03ECT NO. 13E4C 2775 Carlsbad Boulevard Carlsbad, California DATE: MAY 28, 1992 PLATE NO. 1 Consulting Engineers and Geologists CATLIN ENGINEERING, INC. 440 Highland Avenue El Cajon, California 92020-5222 (619) 588-8500 FAX (619) 447-3944 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OP CLIENTS AUTHORIZATION FOB PUBLICATION OF OUR REPORTS. CONCLUSIONS. OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. APPENDIX B SAMPLING (UNDISTURBED DRIVE SAMPLE) The undisturbed samples are obtained by forcing a special sampling tube into the undisturbed soils at the bottom of the excavation. The sampling tube consists of a steel barrel, 3.0 inches outside diameter, with a special cutting tip and with a lining of 12 thin brass rings, each 1.0 inch long by 2.42 inches inside diameter. The sampler, connected to a 12 inch long waste barrel, is either pushed or driven approximately 18 inches into the soil and a six inch section of the center portion of the sample is taken for laboratory tests, the soil being still confined on the brass rings, after extraction from the sampler tube. The samples are taken to the laboratory in close fitting waterproof containers in order to retain the field moisture until completion of the test. The driving energy is calculated as the average energy in footkips required to force the sampling tube through one foot of soil at the depth at which the sample is obtained. FIELD MOISTURE AND DENSITY (UNDISTURBED DRIVE SAMPLE) The field moisture and density are determined from undisturbed drive samples by the following procedure: a. Carefully trimming the ends of the total sample (5 or 6 rings) such that the ends of the sample coincide with the plane of the ends of the rings. b. Weighing this trimmed sample, deducting the weight of the rings and dividing by the volume included within the rings, results in the wet density of the soi1. c. Weighing a representative sample of the contents of one ring before and after drying to determine the moisture content. d. With the moisture content from (c) above and the wet density from (b) above, calculating the dry density of the soil sample. SAMPLING {UNDISTURBED CHUNK SAMPLE) An undisturbed chunk sample is a representative piece of soil mass. The chunk is taken en masse from the stratum being investigated. It is then placed in a waterproof container to retain field moisture and carefully transported to the laboratory. Consulting Engineers and Geologists PAGE 2 APPENDIX B CATLIN ENGINEERING, INC. FIELD MOISTURE AND DENSITY (UNDISTURBED SAMPLING) The field moisture and density of the soil mass is determined by applying the current applicable provisions of ASTM Test Method D1556. In particular, the sampling procedure consists of: a. Leveling the surface of the undisturbed in-place soil mass. b. Setting a special base plate approximately 12 inches square with a 6.5 inch diameter hole in the middle. c. Removing 5 to 8 pounds of soils through the hole in the base plate without disturbing the remaining soil mass. d. Determining the volume of the hole by filling it with a calibrated sand of known density through a special cone. The weight of sand is determined by the weight "lost" from a measured amount in filling the hole. e. Weighing the soil removed from the hole and thus determining the density of the soi1 removed. f. Drying a sample of this removed soil in an oven to find the moisture content and thereby determining the dry density of the soil. Soil density relationships for these purposes are based on the dry density. FIELD MOISTURE AND DENSITY (UNDISTURBED CHUNK SAMPLE) The field moisture and density are determined from undisturbed chunk samples by the following procedure: a. Carefully trimming the sample to remove any loosely adhering soil. b. Inspecting the sample for evidence of disturbance such as cracks or voids that might occur around rock particles. c. Weighing the sample and meticulously coating it with wax. Especial care must be exercised in maintaining the proper wax temperature and dipping time to avoid partial wax saturation of the sample or air bubbles. ». Weigr.-.ng the wax sample in air and in water. From these weighings and the known density of paraffin, the volume of the wax, volume of the soil rnass and the wet density of the soil mass is computed. e. Breaking up the sample to separate out any rock particles larger than 3/4 inch in normal dimension. f. Drying a representative portion of the sample and weighing it before and after. From these results and the results of the steps above, the dry density of the soil mass (particles smaller than 3/4 inch) is computed. PAGE 3 APPENDIX B CATLIN ENGINEERING, INC, SHEAR TESTS The shear tests are run using a direct shear machine of the strain control type in which the rate of deformation is approximately 0.05 inch per minute. The machine is so designed that the tests are made without removing the samples from the bass liner rings in v,.,ich they are secured. Each sample is sheared under a normal load equivalent to the weight of the soil above the point of sampling. In some instances, samples are sheared under various normal loads in order to obtain the internal angle of friction and cohesion. Where considered necessary, samples are saturated and drained before shearing in order to simulate extreme field moisture conditions. CONSOLIDATION TESTS The apparatus used for the consolidation tests is designed to receive one of the one inch high rings of soil as it comes from the field. Loads are applied in several increments to the upper surface of the test specimen and the resulting deformations are recorded at selected time intervals for each increment. Generally, each increment of load is maintained on the sample until the rate of deformation is equal to or less than 1/10000 inch per hour. Porous stones are placed in contact with the top and bottom of each specimen to permit the ready addition or release of water. EXPANSION TESTS Expansion tests are performed on air dried samples or on samples at optimum moisture content. In the first case, one inch high samples confined in the brass rings are permitted to air dry at 105 degrees for at least 48 hours prior to placing into the expansion apparatus. The sample to be tested at optimum moisture is remolded to 90 percent*of maximum dry density at optimum moisture content and placed directly on the expansion apparatus. A unit load of 150 pounds or 500 pounds per square foot is then applied to the upper porous stone in contact with the top and bottom of each sample. Water is permitted to contact both top and bottom of each sample through porous stones. Continuous observations are made until upward movement is less than 1/10000 inch per hour. CATLIN ENGINEERING, INC 440 Highland Avenue El Cajon, California 92020-5222 (619) 588-8500 FAX (619) 447-3944 William G. Catlin, President RCE 11579RGE194 Mark B. Catlin, Vice President RCE 40570 unnmmoAssincHnof CQPRSEX3WB) 30113 Hire Than rblf Is Larger Than to. 200 Sia* Size FM-GWUrO SOILS hbreTnan Half Is SiHllerThan to. 330 Sieve Size GRAVELS Kre Than Half Coarse Fraction Is Larger Than Kb. 4 Sieve Size s&os HjreThanKilf Coarse Fraction Is SrHller Than to. 4 Sieve Size Clean Qnavels with Little or to Fines Gravels with CVer 12£ Fines Gean Sands with Little or to Fines Sands with Cter 12i Fines SILTS AD OAK Liouid Limit 50% or Less SILTS rtOOAYS Liquid Limit Greater Than 5CK HKH.Y CflmC SOILS S SW)Tl T fl? n AY Fire rtDim COQRSE GW GP GH GC SH SP SH SC ML CL OL HH CH OH Pt Well-Q^aded Gravels, Q^vel-Sand Mixtures fyorly Oarted Gravels, Q"avel -Sand Mixtures Silty Gravels, fcorly Gracfed Gravel -Sani-Silt Mixtures Cla>^ Gravels, Ftxrly Gilded Oavel-Sand-aay Mixtures tell-t^aded Sands, Gravelly Sands ftxrly QTded Sands, Q^avellv Sands Silty Sands, Rxrly G*^fad Sarri-SiU Mixtures Ga^y Sands, Fterly Gr<ded Pay-Sand Mixtures Inorganic Silts and Very Fine Sands, ftxk Flour, Silty or Cla^y Fine Sands with SI W Plasticity Inorganic days of Lw to hbdiun Flasticily, Gravelly Clays, Sanoy Clays, Silly Clays, Lean Clays Organic Clays and Organic Silty Clays of Uw Plasticity Inorganic Silts, Micaceous or Diatonacious Fine SanoV or Siltv Soils. Elastic Silts Irarqanic Gays of Hich Plasticity, Fat Clays Organic Ge|ys of ffediun to Hicfi Plasticity, Orqanic Silts Feat and Other Hic^ily Organic Soils QWEL FD£ OCfflSE BOILERS 200 40 10 4 U.S. SWOTO SERIES SIEVE V4"3" 12" SIEVE OPENIN3S RELATIVE IB6ITY OF SAGS \feryLoose Loose Madiun [Dense] Dense \feryDense CCNS1SIHCV OF CLAYS Very Soft Soft tediun [Stiff] Stiff fery Stiff tad SPTNWL1E5 (blows/ft)** 0-4 4-10 10-30 30-50 over 50 Dry ttrist Vfet Saturated - MDISIUC CONTENT toeds considerable rroisture fir optinun moisture content Near optinun mristure content Racuires drying to obtain optinun noisture content Near or belcw the vaber table, or firm capillarity or surface ponding JPTN WILES UOWNEOSBK nnn Tram™™***(bioh^ft)** snecm, 1/2 < 0-2 0-250 2-4 250-500 4-8 500-1000 8-15 1000-2000 15-30 2000-4000 overSO over 4000 Easily penetrated several inches by fist Easily penetrated several inches by thurb Can be penetrated several inches by thurb with moderate effort Readily indarted by thuib tut penetrated only with great effort Readily indented by thuitnail Indented with difficulty by thurtnail * Ihified Soil Classification Svstan fir Roads. Airfields. BrfaankTHTts and rorriations. HIL-STP-61913. U. S. Departnent of ttefaise, Vbshingtcn, 12 Ore 1963. ** Terzac^ii, K., and fek, R. B. Soil techarrics in Eminsering fVacttoe. John Wiley and Sens, Inc., 1967. *** feck, R. B., Hanson, W. E., and Thontum, T. H. Foundation Engineering. Jdn Wiley and Sins, Inc., 1953. Consulting Engineers and Geologists CATLIN ENGINEERING, INC William G. Catlin, President RCE 11579 RGE 194 Mark B. Catlin, Vice President440 Highland Avenue RCE405/0 El Cajon, California 92020-5222 (619) 588-8500 FAX (619) 447-3944 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS, OH EXTRACTS FROM OH REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. APPENDIX L LANDSCAPING AND DRAINAGE Landscaping should be accomplished such that it does not diminish and, where possible, enhances the surface drainage. We consider it absolutely imperative that present and future owners maintain adequate surface drainage facilities. Positive surface drainage should be maintained to cause water to flow away from foundations, retaining walls, and fill or cut slopes. "Positive Drainage" is defined as a slope of 2 percent (2 feet fall per 100 feet) for at least 5 feet away from foundations, retaining walls and slopes; thereafter drainage should be directed by either swales that fall at a gradient of at least 2 percent or subterranean tightline that falls at a gradient of at least 1 percent to a suitable discharge (street, storm drain, etc.) without intermediate ponding. We further recommend that complete roof gutters and downspouts be installed and that the discharge from these be carried at least 3 feet away from the foundations by downspout extensions, sloped concrete pavement, or other impervious drainage device. Thereafter, the discharge should flow into the "positive drainage" elements. All slopes should be planted with drought-tolerant, fire-resistant plants which meet the criteria established by local governing authorities. The irrigation regimen should be established to encourage deep root growth to improve surficial slope stability and to encourage dense surface coverage and therefore help control erosion. Irrigation should be kept to the minimum that is consistent with these recommendations and that maintains plant vigor. If future owners consider any revision in the existing grades, through the installation of retaining walls, pools, spas, or landscaping that might change the surface drainage, then we strongly recommend that these considerations be reviewed by a representative of this office or other civil engineer competent in drainage and soil mechanics. We strongly recommend that copies of this Appendix "L" be forwarded to the future owners and occupants of this project with every encouragement that the provisions herein be heeded. Improperly designed or maintained surface drainage can result in foundation, retaining wall, and slope failures, or worse. Well maintained surface drainage will help maintain the value of this property and reduce the potential for damage to adjacent ones. gfe o •p -3 r t .SS O « - « S &€ S u rt O •^^ si| §rt f | eiip °S O c5 2118* 2-c p ^ .s; i—i±3 S (-4 b. ^lll 3^JfP *» £ S'3 S ^S^I5 6 2 tnoenu APPENDIX L PAG:* § >s .2 a 3 8 geS 2 x-g « 1o .2 - ~ D <uu g £ 8 -Q •**° E * E, *-• S.c .. *. Ml t, CT DONT over-irrigate slopes. Naturally, grouiplant or other vegetation will require somering the hot summer months, but during th<gation can cause ice plant and other heavypull loose, which not only destroys the cowo start serious erosion. Generally, slopes acnt moisture from the rain.w _ -c ,/] <u«> .y -D .5 B -5 -a ?•£11i2« 13 DONT let water gather against foundationslls, and basement walls. These walls are bu" M Os it 6s*Si -a5 S•S "* 8 nd ordinary moisture in the ground and areary, accompanied by subdrains to carry offS 2 4S-3« "l>»-a SiPa§ter is permitted to pond against them, it maough them, causing dampness and leakagesement; more important, the water pressureivy structural damage to walls." a*-s.J uJ= VJa.'Q** dei as•e «^ 3 DONT try to compact back-fill behind wapes by flooding. Not only is flooding the le;o J2 !-* U» 3n2p— i y of compacting fine-grained soil, but it coidermine or topple the wall.5 Gp P «c5co A323Ou DONT leave a hose and sprinkler runningpe, particularly during the rainy season. The the ground and cause damage to the slopi^H o s•a C S ^K£a T)M VSi3 5 * S-2 -= s; t!— >. >. 01 DONT block swales (shallow ditches) thai4ed around your house or the lot pad. Theci S,t there to quickly carry water toward the driother positive outlet By all means, do not t<ales cause water to pond above slopes.a. a 1 ys5occ03 ssccIHHIO2 ^^ — '/UJO£DC U)8-6o w-4 *>i« o *^P OO — >« i-T above or on the edger seep into the groumter to gathertend to eithe?!*I3 2 DONT pen(ponding). Thiand causeolandaverfiow on the slopeI, it is difficult to contrund, or will «,n has starteco .2oo S H 4)ing fill or natuierosion. Once« I!a z t* * £ o III 1e- 1c S*^<uCO -a«<u of gutters and down sso that they will direc*t where it may dissile *t»H X3 4>3. DONT comE ajj W) *£ fctQ OC =*~-c n rt ?•^ sa :i o Lructed to take care ofins are cons!|subdrains. Instonto a paved dwide surface. Sroofs dur-dle the overload from1 cannot han9 <u subsurface walu-Ia£: subdrains could wea31sbV6 d•arI M S seem a*8« y C Tl , even where this maylis could cause erosiorefully engineered antia home's founda"S 1sn *4. DONT spillp d 1?1?as c 2 £ 3B 8 good way to p;the case of fill,pacted land.t»i is not compacted to theill tend to slide with headrains below, or mayg the slope. If you livecee fill is dumped above~ * 8-9-981 e|g iSJyllIf * T3 ^ a 5. DONT drop loose fill o<same strength as the slopemoisture. The.sliding maycause additional damage bbelow a slope, try to be suiyour property.drains close to slopes,et rid of excess watere not readily available,e the ground and, if thed cause slope failure injq * S « "3123a 8 *lS«tf 1 3 f 1 1 6. DONT discharge waterFrench drains are sometimwhen other ways of disposOverloading these drains cdrains are located dose totheir vicinity.•fiin & — e•* 3 3 i ca -5 § -s 9 .a ;sSliaji.s|-s| gj?-glsl i^a IlI^ISla g 8 .S *S s ¥K a « C "o "3 oii^r-s-6-a•s d 5 3 -a S &sftils1^ff S* c " J5 *o txs x a .r i s ?7. DONT discharge surfaoing field areas. Not only anent purpose, but they tendwater from the ground durartificially during the rabythat overloading subdrainsdoubly dangerous becauseserious health hazardOQ . i 1ita ?! ^!•S c ^^a op-g ,*3 "U 5 .£• at•Q -f^.a S « Se ^-3S £ « s * ^•0 c ^5 5 2« 3i ***> -S 12o ^ o *tt m f*s-sl3 a-S S•s a § 0 8? 8.s ^3*-i u < £ £ > «Ji &"S•8-a s^-s a « 2 rS S «^ O >3^-^c S- >-g-la.. "O 3Sag.-a <8 5 .§i|a c 5•a 3 t — - 1 *** Jvrt .a — . — ^ 4> -fe*n •=> oo^ •5 a'jl 3 S o 5 'S 3 S 3 -Sv c ta C•" o • Psill(N 'C n ID LJ XW :1 11 ^tf vo "S j« „•s ** ^ 5 3 n *l8wi u <Se 8 g -f— "-1 S w-G >, O D,00^ O O'C 2 ;; ^s l^-sp U V -Do ?• = 3>» « a « •s S-> a? a .i t 11^1J5 G. u Sy 0 y g •.a f '§ B S 5 -8 3 g I -,^-0 ,-,-• JUN27 CATLIN AND COMPANY INC. '* ' CONSULTING ENGINEERS AND GEOLOGISTS WILLIAM G. CATUN. President 7853 EL CAJON BOULEVARD ' TELEPHONE RCE 11579 LA MESA. CALIFORNIA 92041 (619) 698-6633 *ll IEPOITS All SUBMITTED AS THE CONFIDENT)*! riorftn Qf CUENTS AUTHOIUATION *o» 'UIUCAHON 0* OU» IIFQITS. CONCLUSION:!, f. i EXTIAC1S FIO» Ol UOAIOINC TH[M IS IE5EIVED ENDING OUI wtlTllN AFMQVAl AS A moTUAl MQTECttON IO ClItNTi, TMI PUItlC ANO OUIillVIJ. St. MicheaTs Church July 1, 1985 2775 Carlsbad Boulevard Carlsbad, CA 92008 ATTN: Father Woodridge Subject: Project No. 13E4 Report of Compacted Filled Ground 2775 Carlsbad Boulevard Carlsbad, California Gentlemen: We refer to our Report of Soils Investigation dated April 26, 1985. This report records our observations- and the resu.lts of tests performed in connection with our inspection of the compaction of filled ground placed on certain areas of subject property, more particularly referred to as Assessors Parcel No. 203-143-04, in the City of Carlsbad, County of San Diego, State of California. The grading reported herein was accomplished during the period between June 24, and June 25, 1985. The depths of fill at which the tests were taken and the final test results are presented on Page T-l, under "Table of Test Results". The laboratory determinations of the maximum dry density and the optimum moisture content of the fill soils are set forth on page L-l under "Laboratory Test Results". The approximate location of the filled ground and the field density tests are presented on Drawing No, 1 entitled "Approximate Location of Compacted Filled Ground". The results of the tests and observations indicate that the soils placed on subject site have been compacted to at least 90 percent of maximum dry density. Test results indicate that the soil will support the proposed building structure without detrimental settlement, if the foundations are placed at least 5 feet bacK from the top of slope. Foundations, fences, edges of slabs, or paved surfaces placed closer to the top of slope than five feet could suffer differential movement as a result of the inherent poor lateral stability of soils near the top of a slope. In this zone, foundations should be deepened such that the face of foundation at the level of the bottom is at least five feet back from the face of slope at that level. (Please refer to Appendix E). PAGE 2 ST. MICHEALS/CARLSBAC BOULYARD 13E4 JULY 1, 1985 None of the soils placed or allowed to remain in the upper three feet below finish grade are considered to be sufficiently expansive with respect to change in volume with change in moisture content to necessitate special design and construction of foundations and slabs in order to mitigate- the detrimental effects of Expansive Soils. A safe allowable soil bearing value of 1,800 pounds per square rout may be_ used as set forth in the above mentioned report of soils investigation. Please note that proper control of the site drainage and continuous maintenance of all drainage facilities is an important factor related to the overall stability of foundations as well as cut and fill slopes. We therefore recommend that all necessary efforts be made to direct any surface runoff away from the foundations of the structure(s) and to the street or drainage facilities without intermediate ponding and that drainage be maintained such that surface waters are not permitted to flow over the top of any exposed slopes. We further recommend that we be permitted to reviewthe design foundatijHLS^and inspect any further grading and theTon ToulTttaTTonsin order to assure that our recommendations have been understood. Seemingly minor variations between our design and the construction can result in essentially nullifying the advantageous effects anticipated by/this design. This, then would result in a waste of the engineering, time, money, and materials expended in this additional effort. Therefore, if the work is not \ inspected by us, we offer no assurance that our recommendations will have anticipated salutory effect. Pages T-l, and L-l, Drawing No. 1, and Appendix E are parts of this report The opportunity to be of service is sincerely appreciated. Respectfully submitted, William G. Catlin, RCE 11579 President Distr. (3) Addressee WGC/mln PAGE T-l ST. MICHEALS/CARLSBAD 13E4 JUNE 26, 1985 TABLE OF TEST RESULTS Field Density Tests were performed in accordance with the applicable provisions of the current ASTM Standard D1556 and the results are presented below. Test Location No. of Test SEE Fiela Dry Test Moisture Density Soi1 Compac- Test Depth % Dry Wt. Ib/cuft Type tion % Date 6/24/85 6/25/85 i 2 3 PLOT PLAN +1.5 +2.0 *+2.75 7.5 10.4 •4.9 121.7 117.4 135.2 A A B 96.3 92.9 99.2 Remarks PAGEVi LABORATORY TEST RESULTS The maximum dry density and opt irnum moisture contents of the soils as determined by the ASTM D1557-70 method, that uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented ?is follows: Soil Type A B Sci 1 Rescript TO-; Brown £i Ity Fine Sane: Gray Sligntly Silty Fine to Maximum Dry Density Ib/cu.ft. 126.4 136.3 Opt imum Moisture Content % Dry Wt 10.3 7.9 Very Coarse Sane f TrT,_^y.j. \ ( r\t'-\\ * .i. w I (, i \ UU I V - Dem OF FILL FILLED O AV£ T.6/Ao , BASE OP SOJOTAAL Ei. TO A?PV.OX\/-\rT£OP r : •*NOTE:SIDE L Z 0 I- o J< o A ut ut CL 53 li I 11r a a z ttf o u 111 O 0 (a ^Tm f • ~ •*-tisSssBggs-g£ nSmtn «"sllll^S;;*i-RM£**£:*£D-1 0 ]0 DQit*j * L-a-— re •oo-* << -••3ro ro •o m J»-5 x-oO T3 -D•o —' -Iro o o-i -ixr* OI -"• I r QtiM N ? •o o J* 5 o to co m t:1 rn j*fli -^^ Q. 3 X TD—*-^j i c -o -o -o-j. U1 —I O 1 —• -S-4) 3- V O O OO O (t> rf < -I X-J fti i -•- <D ftJ -••3 T to O 3 r+ 3-j- —> re 3 ro o P>ftj W DI 3 -5 (-*•• o- oo <-!•*< n> oo w Q. o —' no o —•" ro PJE O 3 (•+ in c+ (D ft> - ro -h o < —i 03lu <s> rn -s-S O r*- X OO. 3- • -•- -D -h- C trt -I-i 3 r+ OO o -" —••dfti 3- O 3 O —i BJ ro ^I r .^ J>. i I S\ 1 — 11 0 'P %_ ~l,1 1 L_ J1 si _ 1 f(51sf^