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HomeMy WebLinkAbout2065 CAMINO VIDA ROBLE; ; CB881723; PermitDECLARATIONSLENDERi r"WORKER'S COMPENSATION OWNER/BUILDER CONTRACTORO m ^ t/J.Ti x m -V>2C 2SS31?33<=>os£-°ozS-nimgnza-nH±cn|ow£cxQwss^F5i^?^^<^ 11 <~ m r" _ilss^ggM3Sss5|> O O > £ o m?^5pg°a&ll>xn i n m z 5D>mSo J S«°2c^ ??sP?5^S£g^g>^> y Z > ~ °CJLoOzI!^,-£H^o=p>S > _ <n ~( „ TJC" I- H I Z f~Hr > >m-nnt" C rn m ^ O >E^o^o^^• D CD rr m S o25^132^ q^5«^o5 IPIP^g2zro^igrnpoc -n n0 S n<; C, > E aS8sisi2 OH^03]5I -H > >O — a a O5b o <*•3 25I~Wm - 5'Sm C/1 Ui \ -^CX S3 9p % It O b 0^ D-JM<N v* N •a•a ORMATIONTHIN SHADED AREA AND DECLARATIOWhite — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File c SPECIAL CONDITIONS?:~>*BUILDING,/?(/t QCO^2FTrizc>1—"'^*-^ELECTRICAL^-NV PLUMBING§'S^rI •nZr-CALL FOR FINAL INSPECTION WITEMS ABOVE HAVE BEE?.FnT3Z2p<*Ot)3^jrn VENTILATING SYSTEMSA HEAT — AIR COND. SYSTEMS^DocOT)|—D33mOkV.MECHANICALG BONDING G POOLD ELECTRIC SERVICE Q TEMPORARYROUGH ELECTRIC<•^.D ELECTRIC UNDERGROUND 0 UFFEtID*J^--St\ELECTRICAL /^i G WATER HEATER G SOLAR WATERCOHrnH TUB AND SHOWER PANTOP OUT D WASTE D WATERs^1l^1C(Czom33o33OCo^flmG5>m33J^vs\^ii.nCOmm3)ZaCDnr~OOb PLUMBINGINTERIOR LATH & DRYWALLINSULATIONEXTERIOR LATH^•ki1FRAME "SHEATHING ^ ROOF G SHEARSUB FRAME DrtF^OOR D CEILINGGUNITE OR GROUTyXi.r \33^REINFORCED STEEL-^\"— ^V FOUNDATION>•-.^j-\P — ^ — • • ' , . »V• - i TJrr<J;n Co • O. ?", !r T ' • ''. '• t/;nm J K1 z JD a TPCin <j-.: O I ~nmD weio20 , O T)00o H:o Hm mH 2rn '/i O Zm D O T)P H m m y-. rn O w< -m ~nv Cg" o ^"C >'^0 I- OZ O3Jm Hrr ~n Tl GO03OZ Tl 00 5 00 o Iz ,- z > 13 nm c ZC/J T)mr~ik jH . O Z o mm 00 m ^ O f "D ^ TJ ID on >§ (7) a Hm t00 Sft 1 ^rXvpVK ^ft h ^1 i • '-p moc 5m O C/lTlm O > Z mOH O CO Z TJmO O Zo m • mO Z CO-Dm C)H OZ J3m O 3] °BUILDING—-omDm>ZWTJmO3J8CX (/ — • . rv i ^ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only ASSESSOR'S PARCEL NO. ,- . — _ . .<£•/•>- &€*{ - OWNER OWNER'S ADDRE!S CONTRACTOR'S MAILING ADDRESS STATE LICENSE NO. ZIP TEL. BUSINESS LICENSE NO. PLAN ID NO. Misc 500-00 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. -gTrV SUBDIVISION.LOT(S). LEGAL DESCRIPTION CHECK IF SUBMITTED: Q 2 ENERGY CALCS n "-1 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS D 2 SOILS REPORTS rj 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON %JCMP3££>LA COSTA LETTER toj ADDRESS SCHOOL FEE FORM ZIP TEL.P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE White - File Yellow - Applicant Pink • Finance Gold - Assessor DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only PLAN ID NO. OWNER VALIDATION AREA CONTRACTOR'S TEL- STATE LICENSE NO. BUSINESS 7 LICENSE NO. FRTMATFn FEE,001-810^)0-00^821PLAN IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CHECK IF SUBMITTED: fj 2 ENERGY CALCS i-jLJ 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS rj 2 STRUCTURAL CALCS D 2 SOILS REPORTS rj 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT nATF LA COSTA LETTER ADDRESS 2,SCHOOL FEE FORM ZIP TEL-f56 P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor FINAL BUILDING INSPECTION RECEIVED OCT J 6 PLAN CHECK NUMBER:981723 PROJECT NAME:Hawthorne Machinery DATE:10-13-89 ADDRESS: PROJECT NO.: TYPE OF UNIT: UNIT NUMBER: ****NUMBER OF UNITS: CONTACT PERSON:Bob Dancoy PHASE NO.: CONTACT TELEPHONE:.431-8348 ALL DEPARTMENTS INSPECTED^DATE INSPECTED:APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED COMMENTS: X Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: _ 861723 Hawthorne Machinery 2065 Camino Vida Roble PROJECT NO.:UNIT NUMBER: TYPE OF UNIT: New Comm Btdg CONTACT PERSON: Bob Dancey NUMBER OF UNITS: PHASE NO.: CONTACT TELEPHONE:.431-8348 ALL DEPARTMENTS INSPECTED BY: INSPECTED BY:. INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 881723PLAN CHECK NUMBER: PROJECT NAME: Hawthorne Machinery ADDRESS: _ DATE:10-13-89 2065 Camino Vida Roble PROJECT NO.:UNIT NUMBER:PHASE NO.: TYPE OF UNIT: New Comm Bidg NUMBER OF UNITS: CONTACT PERSON: Bob Dancey CONTACT TELEPHONE:.431-8348 ALL DEPARTMENTS INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED:OCT. t 8 19fl9 DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED Carlibad Municipal Water District Engineering Department (619)438-3367 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 881723PLAN CHECK NUMBER: PROJECT NAME: Hawthorne Machinery 2065 Garni no Vida Roble DATE:10-13-89 ADDRESS: PROJECT NO.:UNIT NUMBER: TYPE OF UNIT: New Comm Bldg CONTACT PERSON: Bob Dancey NUMBER OF UNITS: PHASE NO.: CONTACT TELEPHONE:.431-8348 ALL DEPARTMENTS INSPECTED, BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: R«v. 1/66 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: 881723 DATE: 10-13-89 Hawthorns ADDRESS:206S Camino Vlda Robi* PROJECT NO.:UNIT NUMBER:PHASE NO.: TYPE OF UNIT: New Comm Bldg NUMBER OF UNITS: CONTACT PERSON: Bob DatlCty CONTACT TELEPHONE:.431-8348 ALL DEPARTMENTS INSPECTED BY: INSPECTED -./ BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: ¥) Rev. lf86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire October 20, 1989 To; Tony Mata Principal Building Inspector City of Carlsbad This is to request a 30-day test meter at 2075 Camino Vida Roble and is not permission for occupancy. Ltisardi/fZonstruction //yv / PERMIT# CB881723 DESCRIPTION: 5429 SF CONCRETE COMPLETE BLDG CITY OF CARLSBAD INSPECTION REQUEST FOR 10/02/89 BLOCK BLDG JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 2065 CAMINO VIDA ROBLE PLANT COOK - RICHARD MARSCH HAWTHORNE MACHINERY PHONE: PHONE: PHONE: STR: 4385191 619-552-0400 INSPECTOR AREA MP PLANCKtf CB881723 OCC GRP CONSTR. TYPE FL: STE: NEW REMARKS: T3/RS/BOB D/431-8348 SPECIAL INSTRUCTIONS: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 14 24 34 44 ST Frame/Steel/Bolting/Welding PL Rough/Topout EL Rough Electric ME Rough/Ducts/Dampers ***** INSPECTION HISTORY ***** DATE DESCRIPTION 092889 Rough Electric ACT INSP COMMENTS AP PK SWITCHGEAR ENCLOSURE ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: _ /£. _ QAPELTCANT _ /^ / "j (^^JURISDICTION JURISDICTION: fraAAiJk*odL _ QPLAN CHECKER &<? i r> QFILE COPY PLAN CHECK NO: Q6" / *7 A 3 (fa** • SET: _ Dups . fDESIGNER PROJECT ADDRESS: PRO JECT NAME : ^cu^-AfrVyvX, rf\a*u^JMsJ . oUa^u. 4- 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: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone I REMARKS: By: ^gA^u^ (j^yts-&*<>-' Enclosures: ESGIIwXORPORA^TION D GA D AA D VW Q DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: ^2>aS<7 _ QAPPLICANT- - JURISDICTION:FILE COPY PLAN CHECK NO: && ~ / 7 ? 3 EC 0 , SET: 1l _ QUPS PDESIGNER PROJECT ADDRESS: <?£)££ C,o-^C".^ U f d o I . I I \ I : 5PROJECT NAME : -tint£)4 hgrng Kig>r u . r £f y "' c^ \ 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 on rg-'T^-Q^jcs 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: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: ' Date contacted: _ ; Telephone # REMARKS : Un.^^UiK Ug^'kn^ol ktiLz JLck (to (a'reou BOOT* AUO UI^LL) ESGlfe-'CORPORATION DGA DAA Dvw QDM Enclosures ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA O2123 (619) 56O-1468 DATE:D APPLICANT JURISDICTION: PLAN CHECK NO: #0 - 1723 T?£t/. SET: j PROJECT ADDRESS: PROJECT NAME: 4-1 FILE COPY DUPS Q DESIGNER Ul Eat* /&. £«&£*/ D The plans transmitted herewith have be'en 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: -*••—) I L 1 I . zzftt* 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; f"| REMARKS: Telephone #_ By Enclosures: tf ESGKLr-' CORPORATION DGA DAA Dvw QDM JURISDICTION: Hoi-Lion A PROJECT ADDRESS: TO: j/7/j K PLAN CORRECTION SHEET Plan.' Check No. & & -I Date plans received by the Date plans received by plan checker Date initial plan check completed Bv 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 access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in confornance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, .p. STB To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with tho revised plans. /font* It Or._ dfc f vg. V<g f^W f^ 4 I i K<zr SHEETS X-1.2.A-S.I At- U /07. ELECTRICAL FLAX OORREC JURISDICTION IOH SHEET DAZE: FLAM CHECK NQHBER: Submit complete electrical plans and specifications. submit plan showing location of all services. Submit comp lete one- 1 ine d iagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers . /f. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJK, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards . Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). li^ Submit plan showing location of all transformers . . Indicate the grounding system to be installed for transformers. NEC 250- WAOGOKER FLAX CHECKER: fl OHKH DILLOH OARREXL MORRISON Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). Submit plan showing location of all panels. 15. Submit panel schedules . 1^. Specify conduit and wire sizes. . Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders . Specify electrode conductor size and type wire, (aluminum or copper) . Submit electrical load calculations. Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. ^>E£ 2-7 K Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. . Provide receptacle(s) within 251 of the roof mounted A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. LU /os; T \AJ _ II J^ J*J& T Art, 51 1 . .T j>rt>r ^> 08/31/87 \ Jurisdiction O.ow *>r*3Q Prepared byi PLAN CHECK N BUILDING ADDRESS _ APPLICANT/CONTACT BUILDING OCCUPANCY VALUATION AND PLAN CHECK FEE &*. Bldg. Dept, Esgil & (Sam mO ffid a PHONE N0. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION -/I^5C?V/C/- C^- Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA tffJfi- VALUATION MULTIPLIER 7 4 ^/X-' 'e @ @ • • VALUE 1^5^ / Hs.^ ' Building Permit Fee $ Plan Check Fee t I 4 5 .-^ +O.& =• \&\2L C 0 H ME NTS: SHEET / OF (12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 02123 (619)560-1468 DATE APPLICANT JURISDICTION: PLAN CHECK NO:P><P>-\SET: PROJECT ADDRESS: 2Q& 5 PROJECT NAME: no A93 FILE COPY Dups jDESIGNER Hoc,n L/ /E, 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 fr-^V-i^ rr-rVy/iHxZ.gf ^^?<rg:4" 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: CL .— 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:Enclosures CORPORATION JURISDICTION: PROJECT ADDRESS: £O6B TO: *&*eJrfirA t^o L . PLAN CORRECTION SHEET Plan? Check No. roREWORD: PLEASE READ Plan check ia 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan seta that may have been returned to you by the Jurisdiction, to: ^rivf^/ To facilitate rechccking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made ond return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker ^y //& ^ Date j£$ plan check completed_ Sgte-* ft m f r -0-T/?: *•*& f 4° a4f-7 **§ *- "i —.?' _Lo-rv e*c$- * BSGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:nAPPLICANT JURISDICTION: PLAN CHECK NO:66-SET: IL JURISDICTION^ PROJECT ADDRESS: PROJECT NAME: Qar>urv> Vfda I5o PLAN CHECKER FILE COPY QUPS QDESIGNER -U (£q* 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: \)*Aai l^nhltr _ 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 I Enclosures: CORPORATION - JURISDICTION:Date 4_/0 fift~ fO: . PLAN CORRECTION SHEET Man? Check No. FOREWORD; PLEASE READ Plan check la 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The Items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A- PUNS 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: £i L To facilitate rechecking, pleaac identify, next to each circled 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 reference. Please contact me if you have any questions regarding these items. Data plans received by plan check er_ Date By plan check completed W-f P- £*T»^^ * RU.tfrJg: gnr?<-f. <dg:4o?l gpg:C.' n-^* *J * 1** C*d • m <r at » «? njs . ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO. CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO:SET: PROJECT ADDRESS : PROJECT NAME: \tiAa ICTI01 "jPLAN CHECKEl JFILE COPY QUPS QDESIGNER AC4hViE.g.y 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. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: lot <?,• Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone Enclosures: ESGIIQSORPORATION PLAH CBBOC MO. JURISDICTION: ( , TO: ,/ PROJECT DATA OCCUPANCY: BOILDIIIG TYPE OF GORSTKDCTIOH: V KJ ACnJAL AREA: £-4 3 3 •£.£> ALLOWABLE AREA: HKIGHI: SFRIHKLERS; OCCDPARt LOAD: REMARKS: PLAH CORRECTION SHEET GENERAL CtHgRCIAL Date plans received by lurisdiction; 1^7/6 /&& Date plans received by Esgil Corp.:. Date initial plan check completed: By:.o Applicant contact person: Tel. Plan check is limited to technical requirements contained in the_ Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state lavs regulating energy conservatj Present California law mandates that construction comply with Title 24 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 1985 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. BDXE: FAGS MJMBERS ARE HOT DI UJBjUlUKX AS PAGES HAVING NO HENS XEEDITC OORRECTIORS HERE DELETED. List No. 80, GENERAL COtffiRCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS FLAMS 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. GgHERAL 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 thS-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. Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shownon 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 S-D. (if applicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 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 Table 9-A. C. SITS FLAK 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 fron all adjacent buildings and structures, on the site plan. Show and dimension on the site plan allbuilding projections including eaves, balconies, cornices and similar 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. Many,Show tne location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 2k disabled access requirements. 7/29/87 D. LOCATION OH PROPERTY 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 lijnits specified in Section 505 for a single building. If this acception is used, show how the building(s) will comply 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 exisiting 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 feet to a property line or an assumed property line, shall be fire-rated construction. Section 03. Projections over with Chapter 45. public property must comply X- Exterior walls shall have a 30 inch parapet when less than feet to a property 1 ine or an as sumed property 1 ine. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03. The exterior walls shall have no openings when closer than 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 allowed. Section 1710. f- 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). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). 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 pedetrian 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). Exteror 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. 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. B. BPTLDIBG AREA 4/. 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 one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. 7/29/87 // / The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. 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 shal 1 be inc luded 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). Two-hour area separation walls may terminate at the roof sheathing provided that: F. ATOA SJCPAgATTOli UATJ.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). If area separation vails 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 elements. The exterior elements above, must construction on each side 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 from the foundation to a point 30 inches above the roof, tut say terminate at the underside cf the reef 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. the projecting walls, and projecting be of one-hour of the area Where the elements are such framing such framing than one construction than 5 feet wall. roof/ceiling framing parallel to the walls, and elements supporting shall be of not less hour fire-resistive for a width of not less on each side of the 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. Openings in the roof shall not be located within 5 feet of the area separation wall. The entire building shall have a fire retardant roof cover in accordance with Section 3203 (g). Section 505 (e) 3. 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 areperpendicular to the wall, the roof/ceilng 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 that trusses require two layers of 5/8 inch Type "X1, per Gypsum Fire Resistance Design Manual, Iten FC 5406). 7/29/87 Parapets of area separation walls shall havenoncombustible faces for the uppermost 18 inches, including counterf lashing and coping materials. See the attached article, "Area Separation Walls Revisited1*, 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). BUILDIHG 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. H. mtK-RBSISTlVK CONSTKDCXIOIf 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-resistiveconstruction. Include roof/ceiling assemblies, floor/ceiling assemblies, _ assemblies, post and beam assemblies, etc. !69.)' Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric ,panels • 16 soiimrp inches^ j,n **T*eai /• /• / Section 4304 (e). Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. 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. Alsq detail recessed light fixtures. Section 4303 (b) 6. Roof/ceiling and floor/ceiling 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). Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). 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. Detail column fire protection per Table 43-A in the UBC and spec ify co lumn 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. 7/29/87 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. '79.) 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). IHTERIOR WALL AHD rm.THG FCTISB 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 HI 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 nota on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." OCCOPAHCT SEPARATION -hour occupancy separation is required between ______ S- 3 occupancy and the R-l 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 750 sq. ft., less than 25 percent of the floor area of the major use and not related to an H- 1 or H-2 occupancy. Section 503 (a). Provide fh2L -hour fire- resistive door assemblies in the ftnff -hour occupancy separation. Section 503 (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: B-l is Type I construction. B-l/B-2 is separated by a three-hour occupancy separation. B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). 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. 7/29/87 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). 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, not exceeding 16 sq. inches and not exceeding 100 square inches per 100 square feet of wall may be installed and shall be separated by a horizontal distance of Ik inches when on opposite sides of a wall. Section 4304 (e). Fire-resistive floors used for occupancy separation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). Ducts penetrating one s 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 noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show che 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. ISB + ISS -?' 1/0 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 froa public areas by a oner-hour f ira-resi^'t-iva SPJflratlnn., 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. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 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 minijnum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three- fourths -hour assembly. Section 3312 (a). require Lwu Section 3303 (a). 7/29/87 J, 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 sprinkiered) 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 (120) 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).] '/ yl.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. 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 (e). The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door 125) 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 (h). 'A 1/0 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 (i). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (i). 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 (g). 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. L. STAUBJAYS Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). Seventy eight 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 project 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 2x3 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 (i). 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). 133. V4' 1/5 w on an. -^and f-r- \ ntt o v T t 8/15/88 139. m. All interior stairways and ramps shall be enclosed. In other than H-6 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 be enclosed as specified in Section 3309: 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. /• / / Only exit doors are exit enclosures. allowed to open into Doors should be labeled one and one-half- hours or one-hour fire assemblies. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. IJK. 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). 144. Handrails: a. 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). b. Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. c. Stairways with less than four risers that serve one individual dwelling unit need not have handrails. Handrails shall be 30" to 34" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. 145. d. e. f.All stairs shall terminating in a newel Section 3306(j). have handrails safety post.or Note: 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 where disabled access is required. The handgrip portion of all handrails shall be not less than 1-1/4 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 fj). 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 when the stair serves a openings in two or more See exception above. protection rating floor level having floors below it Section 3306 (1). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). 8/15/88 H. CORRIDORS 1U9. 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). iSo. 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). 3J51. Corridors serving 30 or more occupants shall / have walls and ceilings of one-hour construction except: Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. 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). One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 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). 1/6 15/8, H. 1 l. \fi. 1/5 O. Uo. 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). 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). 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). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). EXIT SICKS Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-l, 500 in A-2/2.1, 750 in churches, 100 in I' s and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. The exit sign locations as shown are not adequate. 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. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. ---*-• — 1706. Section 8/15/88 10 yn. yl. 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. 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. Elevators in high rise buildings shall comply with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). 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. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 6*-8" by V-3" with a minimum clear opening width of 42". Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. Elevators other than in (a) 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 2 feet 8 inches. GLASS AKD CTA7THG 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. L/6 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 number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. BOOT A fire-retardant roof covering is required. See exceptions under Section 3202 (b). Specify roof pitch ' Roof pitch is not adequate for roof covering specified. Specify minimum pitch of _ nT Specify roof material and application specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. SpScify roof 'slope fdr drainage or design to support accumulated water. Section 3207 (a). 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. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. 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). Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). 8/15/88 11 R. J/2. 1/3 1/6 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 insta!led 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 drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). Provide fire sprinklers f 2ifc. Section 506, 507, 508 jurisdiction ordinance. or 3802.See also 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. 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. S. KUUKDATICH 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. ^2024 Specify on the foundation plan or structural specifications sheet the soil classification,' te soils expansion and 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. (When required by the soil report). .^ / ^-. f5o4^ The foundation plan does not /comply with the following soil^ report reconjnendation(s) for this project 205 Provide notes on the foundation plan listing the soils report recommendations for \ foundation slab and building pad preparation. 20t>. 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: /. the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; 2/7. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 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. M$.Show height of foundation walls. retained earth Chapter 23. Chapter on all 2JTO. Show distance from foundation to edge of cut / or fill slopes and show slope and heights of cuts and fills. Chapter 29. 211. Note on the plans that wood shall be 6 inches ' above finish grade. Section 2516 (c) 7. 8/15/88 12 Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f)* '3. Dimension foundations per Table 29-A. tt»U MO »•*—KXMMJlOMt KM CTUD KAMNQ WMAt MOUMHEMTS* » fWOM•UMMITIB •TTMt 'Wh0t umiHil cofldlijopt or IraM cotditfoBt M\ loMod. ^"^"tr ^^A CMMI^OM riuK be u nqvind b I*cik» MOT Ul *n» |m«d wdcr A* OOPI MJT tw (UivMcd M UK clmtk* •/ At tap rfft« (oataf, Ij dwO b* H nqvM far Mffonini M> fkac 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 minimal of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (p) 3. [216J 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, anchors on embedment and location of hold down foundation plan. Section 2303 (b) 23(0. 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 (d). 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 pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 2*7*, 276 ^Tl 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. Specify that posts embedded in concrete shall be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. T. MASOWKY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, b, 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 2312 (j) 3. A. 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. 0. WtAMDIS Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306. 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). 8/15/88 13 f- 2X2 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). Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 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 double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): 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. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 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 in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage fur fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing stud heights; bearing wall: Maximum allowable 2x4 and 2x6 max. 10* max. 20' non-bearing: Table 25-R-3. 2x4 max. 14', 2 x 6 250. /• Studs supporting two f loors, a roof and ceiling must be 3 x4 or 2 x6at 16" o.c. Table 25-R-3. Note an A.I.I.G. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 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. f 2J(3 2K V* 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 4713 (d). Show 3" x 4" or 2" x 6" studs in first story of three story building. TabJ.e/£5-R-3^. iTi'latlP 0nro<?f tyrant* n& plan* Provide truss details and truss calculations ) for this project._fajspecify_on the plans^the ** truss _jdentif icatiSnmm'5erjLr~J """ Provide roof framing plan and floor framing plan. Section 302 (a) 7. 2/5. 2/6. Provide framing sections through Section 302 (a) 7. 2/7. Specify all header sizes for opening over 41 ' wide. Section 2517 (g) 5. 218. Provide calculations for main vertical and ' horizontal framing members and post footings. Section 302 (a) 7. 2». Provide calculations for lateral loads, shear ' panels, shear transfer and related. Section 302 (a) 7. 2fl6.Show on the plans all structural requirements developed in the structural calculations. 8/15/88 14 2/2 2/6 2/8. 2/9. 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 shal1 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 ?^n it *.n<*/3~i rPiO » panel identificationSpecify plywood grade index. Table 25-JK-j 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. 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) A. 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). Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 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). v- MSCHXAHEDUS 27l. Parking garages shall have an unobstructed * headroom clearance of not less than 7*-0M above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). 2n. Show light and ventilation, for areas ' customarily used by people, will comply with Section 605. (273) Provide details of restrcorns to show compliance ^—' with Section 510 (b), regarding floors, walls and showers. 2/t.Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 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" minimus 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. Pedestrian walkway shall 509. 283. comply with Section Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and Sections 3315 and 3316. seats comply with 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. TITLE 24 HANDICAPPED ACCESS Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements joay be more restrictive than the UBC. EHERGT COBSBfVATIOM .a*" Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". II-slorv G-F- 8/15/88 "Pfcrttknn Please see addfcional corrections, or remarks, on the following page. Ihe jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Xhank you. Enclosures: 1 *in 08/15/88 16 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Add*H.* Ck. N*. Item numbers circled below are required for this project. See Title S-t S-llOb-U. Circled Items do not apply to floors which ire not required to be han- dicapped accessible. References to section numbers u-ftn pre/fr "*" are to Title S4. Part X (Stale Building Code), I3SS Edition. Prefix "3" is for Part 3 (State Electrlcml Code). Prefix "5" ts for Part 5 {S*«fe Plumbing Code). Exemptions claimed For any Item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section S-t22. SITE DEVELOPMENT 1. HANDICAPPED PARKING SPACES jf. See Approved Parking Plan for layout. (Rg. 2-71-1) f. Provide handicapped spaces. (2-7102a) /Space shall be so located that handicapped persons are not com- pelled to whcd or walk behind parked cars other than their own. (2-7102c) X Parking space shall be a minimum of 9 ft. z 18 ft. with adjacent 5 ft. loading zone. Double space shall be 23 ft. wide. (2-7102b, Fig. 2-71-1) /T) Maximum slopeof parking surface In any direction shall notex- ^^ ceed %" per foot. (2-7I02d) / Parking space(s) shall be identified with the International Sym- bol of Accessibility on reftectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36" x 36"). (2-7102e). " ' ©Entrance to parking facility or structure shall also have durable metal sign stating thit unauthorized vehtcle(s) parking in han- dicapped space(s) may be subject to low-away. (2-7102e) /. Entrance to and vertical clearance within accessible level of park- ing structure shall be 8 ft. 2 In. to any structural member, duct or pipe. (2-71021) CURB RAMPS y. Curb ramps shall be located wherever pedestrian path crosses ' curb. (2-7103a) /, Curb ramp shall be 48" min. width (2-7103b) with maximum slope of 1 in 12. (2-7103c) m. A level 48** min. depth landing is required at top of curb ramp * over entire curb ramp width. (2-7103d) /. If no landing is provided, the slope of flared sides shall not ex- * ceed 1 in 12. (2-7103d) /. Surface is to be slip resistant. (2-71030 m. Border markingsshall be 12" wide of Vi"z '/«" grooves. Vi" apart, located at top and ji<$«. (2-7103r:) y. WALKS f. Site development and grading shall be designed to provide ac- cess 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) /, Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of sect. 2-3307. (2-3325c> /. Walk width shall be 48" minimum. (2-332Sa) Jr. The maximum cross slope shall not exceed '/«" per foot. ' (2-332Sa-3) if. Gratings are not allowed whenever possible. (2-3325b) /. At each gate or door a 60" z 60" level area is required when the gate swings toward the walk. (2-3325«) f. A 24" clear space is required at strike side of gate or door. r (2-3325e, Rg. 2-33-2) /A 48" z 44" deep level area is required when the gate swings away from the walk. (2-332Se) PEDESTRIAN RAMPS 4. A path of travel with a slope greater than 1 in 20 shall be con- sidered a ramp. (2-33Q7a) JT. The maximum slope shall be 1 in 12. (2-3307c) / The width shall be 48" minimum. (2-3307b-3) /A 60". intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30*). (2-3307d-l) jf\ Landings are required at top and bottom of ramps. (2-2307d-l) /Bottom landing shall be minimum of 72" in the direction of travel. (Rg. 2-33.11 A) /. Top landing shall be 60" x 60" minimum. (2-3307d-2) /When door swings onto top landing, minmum depth of landing required is door width plus 42". (Rg. 2-33-11 A) /Top landing shall have 60" min. width when door swings onto the landing, with 24** on strike side of door at exterior ramp, or IS" at interior ramp. (2-3307d-4) / Ramp handrails are required on each side of ramp, when slope exceeds I in IS. (2-3307e) /Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bot- tom, and the ends returned. (2-3307e) /. Handrails ihail be i-vV~ to 2" crou section, spaced min. of l-'/i" ' from wall. (2-3307e) /. A 2" high curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not other- wise bounded by walls when the ramp exceeds 10 feet in length. (2-33 07h) SPECIAL ACCESS LIFTS /Lifts may be provided between levels. In lieu of elevator, when the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed by the State of Califor- nia, Dept. of Industrial Relations, Dfv. of Occupational Safety and Health. (2-5106.) DA 2/4/88 HAZARDS Provide 80" headroom from walkway surface to any overhang* Ing obstruction. (2-3326b) Headroom of 80" minimum shall be maintained for walks, cor- ridors, aisles, etc. (2-522f-2) Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" Into walks, cor- ridors, etc. (2-522M. Fig. 2-5-7) Objects with protruding edges below 27" above finished floor may protrude any amount. (2-522M) Free standing objects mounted on posts between 27" and SO" above the floor may project a maximum of 12". (2-522M) / Abrupt changes in level e-ceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. (2-3326a) ENTRANCES AND CIRCULATION ?3 ENTRANCES. DOORS, VESTIBULES AND CORRIDORS /, All primary entrances to buildings shall be accessible to the han- dicapped. (2-33010 /AH required exit doon shall have 32" clear opening at 90* (36" door). (2-3304e-l) jf. At least one of a pair of doon shall meet the min. 32" clear en* trance width requirement. (2-3304e-3) <iy Threshold shall be no higher than Vt" above the floor. Edge to "—^ be beveled with a slope no greater than 1 in 2, if more than 1A~. (2-3304h-l. Fig. 2-33-5) >J Exterior level landing may slope up to Vt" per fool in any direc* "—^ lion for surface drainage. (2-413) f.J Door hardware shall be of the lever or push type, mounted 30" "—^ to 44" above the floor and be operable with a max. effort of 8.5 Ibs. for exterior doors and 5 Ibs. for Interior doors. (2-3304C-3. 2-33041-2) g^ The lower 10" of the door shall be of smooth, plane surface (no •—^ recess or trap) except at automatic and sliding doors. (2-3304m) Building entrance(s) shall be identified by sign with the Inter* national Symbol of Accessibility. Show location on the plan. (2-S22b-7) The symbol shall be a white figure on blue background. (2-522b-2) /At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. (2-330-in) /There shall be a clear area on each side of door. 60" deep in direc- tion of door swing and 44" deep in opposite direction of door swing. (2-3304h-2) / Width of clear area on the swing side of the door shall extend 24" put strike jamb for exterior doors and IS" past strike jamb for interior doors. (2-3304h-2) Jf. The space between two consecutive doors (vestibule) shall pro- vide a min. of 48" clear depth between the open door and a se- cond closed door. (2-3304h-2D. Fig. 2*33-5A) Doors In a series at a vestibule shall swing in the same direction, or away from the space between them. (2-3304 h-2D) /. Corridors shall be 44" minimum In width or as required by oc* cupant load. (2-3305b-l) For corridors over 200 feet long, see special requirements of Sec. 2-3305b-2. (Fig. 2-33-6) 0 v c &se. epecs on Y& <2d doov v\< . FLOORS jf. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators or special access lifts. (2-S22«) . STAIRWAYS Jf*. Treads shall have smooth, rounded exposed edges and be slip reis- ' lant. (2-3306S-1) /, Nosing shall not project more than IVt" past face of the riser below. (2-3306s-2) A. Risen shall be sufficiently solid. (2-3306s-3) /. The upper approach and lower tread of each flight of stairs shall ' be marked with a contrasting colored strip 2" In width. (2-3306r) /On exterior stairs, each tread shall be marked as noted above (2-3306r) f. Handrails are required on each side of stairway. (2-3306J-2) /. Handrails^-ail be located 30" to 34" above nosing, extend 12" ' beyond top riser and 12" plus tread width beyond bottom nos- ing and returned to wall/newel post. (2-3306J-2) Jf. Handrails shall be 1 Vt" to 2" in gripping cross section and 1W ' clear of wall. (2-3306J-2) '. ELEVATORS' /. See Chapter 51 of UBC for car size. )f. Passenger elevators In buildings other than those listed in Chapter ' 51 of UBC servihjjran occupant load of more than 50 shah* have a car size 68" wide by 51" deep with a min. clear opening width of 36". (2-5103m-2BI) X Passenger elevators In buildings other than those listed in Chapter * 51 of UBC scrvine an occupant load of 50 or less shall have a car size of 54'-wide byo4" deep with a minimum clear opening width of 32". (2-5103m-2B2. 3) A. Raised Braille marking] and Arabic numerals are required on con- trol buttons and door jambs. (2-5103m) SANITARY FACILITIES . TOILET FACILITIES ACCESS if. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-51 la-3) jf. Doorways shall have 32" minimum dear width. {2-51U-5A} V* 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 op* posite direction of door swing. (2-51 la-SB) I/. MULTIPLE ACCOMODATION TOILET FACILITIES /Provide clear area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. (2-51Ia-6A) f. Doors (other than handicap compartment) are not to encroach » more than 12" into above mentioned dear space. (2-511a-6A) /Provide 23" clear space between water closet and fixture or 32" dear space between water closet and wall. (2-511a-6B) , A 48" long clear space is required In front of water closet. A 60" clear space is required when the toilet compartment has a sidedoor. <2-5lla-6B> /. Water closet compartment door to provide 32" clear width for ' end entry and 34" dear width for side enrty. Door to be self- dosing and swing out. (2-511»-6C) DA 2/4/88 . SINGLE ACCOMODAT1ON TOILET FACILITIES / / / { Water closet shall be located 28" from a fixture or 32" from a wall. (2-511 a-7. Fig. 2-S-1A) , Minimum clear space In front of waler closet shall be 48". (2-SUa.7, Fig. 2-5-1 A) ' In an existing building, a single accommodation toilet facility may have a space 36" wide x 48" long In front of waler closet. (2-51 la-7. Fig. 2-5-IC) I/. CRAB BARS AT WATER CLOSET /One at side 42" long extending 24" in front of waler closet: one at rear36" long centered on water closet; both mounted 33" above floor. (2-511a-8A) f. Bars shall be l'/i" to l'/i" in diameter with l'/t" clearance to wall. (2-511a-8B) Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. In bending, shear and tension. (2-511a-8C) . WATER CLOSET 1. Height of water doset seal shall be 17" to 19" above floor. (5-1502) / The force required to activate the flush valve shall be 5 Ibs. max- imum. (5-1502) . URINALS ? Where urinals are provided, the rim of at least one shall project 14" from the wall and be located IT" maximum above floor. (5-1503a> \ The force required to activate the flush valve shall be 5 Ibs. max- imum and located 44" maximum above floor. (S-1503b) '. Provide 30" x 48" clear floor space for forward approach. (2.51 lb-4) . LAVATORIES r. Provide 30" x 48" dear floor space for forward approach. Said d«ar floor space may Include xnee and toe space under lavatory described below. (2-511b-lA) . Provide clear space beneath lavatories 29" high by 30" wide by 8" deep (knee space) and 9" high from the floor by 30" wide by IT* deep from front of lavatory (toe space). (5-1504a) Hot water and drain pipes under lavatories shall be insulated. (5-1504b) '. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wriit and an operating force not exceeding 5 Ibi. (5-1504c) 9. Seif-cittf ing valves to remain oi>vn fur -U Icut lu x.-coinli. (3- lOU-ic) L/. TOILET ROOM ACCESSORIES /, Mirror bottom edge shall be located 40" maximum above floor. (2-51 lb-I B) /. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. (2-51Ib-3. Fig. 2-5-U) /Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. (2-SIIb-2) . SANITARY FACILITIES IDENTIFICATION . On doorways leading to sanitary facilitfci the symbols to be pro- vided are 12" Equilateral Triangle for men. 12" Diameter Cir- cle for women, and V«" thick, centered on door. 60" high con- trasting color. (2-511a-5C) . BATHING FACILITIES /One such facility shall comply when provided for the public, clients or employees. (2-51 la-9) f. Shower compartment shall be 42" xvidc, 48" deep, with • 36" ' wide entrance. (2.51U-9A1) f. Note on the plans that the handicappped bathing facilities shall conform to requirements of Sect. 2-51 la-9, 5-1505-B and 5-1506. GENERAL REQUIREMENTS . DRINKING FOUNTAIN Y. The alcove in which the water fountain £j located shall be not ' less than 32" wide by 18" deep. (2^5He, Fig. 2-5-3) jo. Note on the plans that drinking fountain shall conform to re- quirements of Sec. 2-51 Ic and 5-1507. !. PUBLIC TELEPHONE / Provide space 30" x 48** for forward or parallel approach to telephone. (2-511d2) - • X. Note on the plans that public telephones shall conform to re- quirements of See. 2-5lid. .' ELECTRICAL REQUIREMENTS ]f. IS. 20 and 30 amp. receptacle outlets shall be Installed not less than 12" above floor. (3-210-SOe) V. Center of switch shall be located not less than 36" nor more than * 48" above the floor. (3-380-8c) CROUP A OCCUPANCY REQUIREMENTS »fl. AUDITORIUMS. ASSEMBLY HALLS, THEATERS, ETC. I/. Seating and toilet facilities for the handicapped shall be accessi- ble from the main lobby or primary entrance. (2-6Ub-l) Jf. This structure requires wheelchair seating spaces. (2-6Ub-lAl) Each wheelchair space shall be 60" x 30" and level. (2-61 lb-I A2)" '. When the seating capacity exceeds 300, the wheelchair spaces shall be In more than one location. (2-6Ilb-lA2) . This structure requires seats for semi-ambulant per- sons. Clear leg space shall be at least 24". (2-611b-IB) Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. (2-61 Ib-2. 3) DA 2/4/88 . STADIUMS. CBANDSTANDS. BLEACHERS. PAVILIONS. GYMNASIUMS wheelchair sealing spaces.* This facility requires (2-61 lc-1) it. When the scaling capacity exceeds 300. ihe wheelchair spaces * shall be in more than one location. (2-611b-lA2) if. Ticket booths must be accessible from both sides. (2-61 lc-2) M. Participation areas such as bull courts, exercise rooms, tracks and ' cluhrooms must be accessible. (2-61Ic-3.4) /. Spectator and participant sanitary and locker facilities must con- form to the requirements of Chapter 2-5. (2-611c.-5) . DINING, BANQUET AND BAR FACILITIES t /. Access shall be provided at primary entrances. (2-61 ld-1) /Wheelchair access shall be provided to all areas where each type of functional activity occurs. (2-611d-2) / This facility requires — wheelchair seating spaces. (2-61 ld-3) / The ratio of removable seating arranged to permit use by wheelchair occupants is 1 per 20 and based upon the total number of seats provided. (2-61 Id-3) / At least one wheelchair seating space shall be provided for each dining, banquet and bar area. (2-61 ld-3) / Access to wheelchair scaling spaces shall be provided by 36" minimum clear width main aisles. (2-61 ld-3) / Cafeteria line aisles shall be a minimum of 36" clear width. (2-61 ld-4) /. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained In Sect. 2-3304. (2-61 ld-6) / Restrooms and power rooms shall conform to the requirements In Sect. 2-511. (2-611d-5) . RELIGIOUS FACILITIES jf. Sanctuary areas shall be accessible. (2-61 le-r> Provide wheelchair sealing spaces in the sanctuary. Use Section 2-6Ilb-lA. (2-6116-1 A) / Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas. (2-6 lie- IB) jT Assembly areas' shall be made accessible. (2-61Ie-2) f. Enclosed and unenclosed platforms and stages in assembly areas shall be made accessible. (2-<>lle-2) /, Classrooms and offices shall have entry doors that conform to Chapter 33. (2-611e-3) jf. Sanitary facilities shall conform to the requirements of Chapter 2-5. (2-611e-4) CROUP B OCCUPANCY REQUIREMENTS Croup B occupancies used for assembly purposes but hiving in occupant load of leu than 50 (Sail conform to ill the requirements for Croup A oc- cupancies covered In Section 2-611. (2-712d) X. BUSINESS AND PROFESSIONAL OFFICES, PERSONAL ANDf PUBLIC SERVICE FACILITIES /, Client and visitor areas, office areas and related toilet rooms shall be made accessible. (2-712b-2A) JB. Conference rooms, counseling rooms or cubicles and similar areu ' shall be made accessible. (2-7!2b-2B) /Employee work areas shall have a 36" minimum clear access. (2-712b-2C) . SALES FACILITIES A. General sales, display and office areas together with related toilet rooms must be accessible. (2-712b-3A) /. Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees In wheelchairs, and the customer side of sales or checkout stations • shall be accessible. (2-712b-3B) /. This facility requires check stands accessible to the ' physically handicapped, based upon 1 for 3 checkstands or less. 2 for 9 or more. (2-712b-3C) Where quick check stands are provided, at least one shall be ac- cessible. (2-712b-3C) Check stands shall be made accessible by providing a 36" aisle . on the customer side of the stand. (2-712b-3C) Accessible check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at alt times for disabled customers". (2-TI2b-3C) I . RETAIL GROCERY STORES (Requirements are stated In AB 179, effective July 1, 1984.) m* Toilet rooms must be provided for the public In stores contain- ing more than 20*000 sq. ft. of floor space. JB. The toilet rooms for the public may be the same is those provid- ed for the employees. /. Separate facilities shall be provided for each sex. Handicapped requirements shall be satisfied. 9. Doors shall be self closing. I. Hand washing facilities shall be provided in or adjacent to toilet ' rooms and shall be equipped with hot and cold water. t. Hand washing detergent and sanitary towels or hot-air blowers ' shall be provided In permanently Installed dispensing devices. . SHOPPING CART THEFT PREVENTION BARRIERS . Public entrances and exits shall be accessible to and usable by the handicapped. (2-712b-3El) /, . Barriers shall provide a 32" clear width opening for handicap* ped Ingress and egree. (2-712b-3E2) V. Note on the plans that shopping cart theft prevention barriers * shall comply with the requirements of Sect. 2*712b-3E. DA 2/4/88 a/. FITTING OR DRESSING ROOMS /Where fitting/dressing rooms are provided Tor mtle or female customers, one for each type shall be usable by the physically handicapped. (2-712b-3F> L. Minimum dimension of room shall be 60" x 60". (2-712b-3F) /, Bottom of the mirror shall be located within 20" of the floor. (2-712b-3F) /Height of clothing hoo'u shall not be greater than 48" from the floor. (2-712b-3F) X I. POLICE DEPARTMENT. LAW ENFORCEMENT, FIRE DEPART- MENT FACILITIES AND COURTROOMS . Office areas, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary facilities shall be accessible. (2-712b-6AJ p. Detention area visitor rooms shall be made accessible. (2*712b-6B) At least one detention cell facility with supporting sanitary facilities shall be made accessible. (2-712b-6C) . Courtroom areas Including judges* chambers and bench, counsel tables, Jury box, witness stand and public seating areas shall be made accessible. (2-712b-6D) . FACTORIES /, Major or principal floor areas shall be made acessible. (2-712c-2A) / Office areas shall be made accessible. (2-712c-lB) /Sanitary facilities serving the above shall be made accessible. (2-712C-1C) . WAREHOUSES / , Warehousing areas which are located on the floor nearest grade shall be made accessible. (2-712c-2A) '. Warehousing areas on other floors that are provided with access by level entry, ramp or elevator shall be made accessible. (2.712C-2A) /. Office areas shall be accessible. (2-712c-2B) /. Sanitary facilities serving the above be made accessible. (2.712c-2C) CROUP R-l HOTEL, MOTEL AND DORMITORY OCCUPANCY REQUIREMENTS . Applies lo privately and publicly funded hotels, motets and dormitory buildings and complexes. (2-1213a) Provide guest room(s) or dormitory room{i) together with their sanitary facilities that are accessible to and usable by the physically handicapped. (2-)213a-l) Jr. Hotel, motel and dormitory bathrooms beyond those required In item "a" above need not comply with the provisions of Sec. 2-1213d provided all bathroom entrance doors have a clear open* Ing width of 32 inches and are sliding or swing out from bathroom. (2-1213d Exception 1) f. Every entry, opening or passage door opening lo any area must ' have a 32" min. clear opening. (2-1213a-2) /Public and common use rooms shall be made accessible. (2-1213a-3) /Recreational facilities Including swimming poob shall comply with Sections 2-6Hc and 2-1107a. (2-1213a-4) /. Bathroom entrance doorways shall have an 18" dear space to the side of the strike edge of the door on the swing side of the door. (2-1213d-l) /When accommodations are provided with kitchen units, at least one and no lest than one for every 25 of such accommodations provided, shall comply relative to accessiblelotchen facilities with subsection 2-12136-2.3,4. (2-1213a-5) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS. {2-UOb-llB4} if. The area of specific addition, alteration and/or repair, shall comply with the provisions of this Code, J. The primary entrance to the building and path of travel to the ' specific area shall be accessible to the handicapped persons. jf. Restrooms, water fountains, and public telephones which serve said specific area shall be accessible to handicapped persons. /Information regarding handicapped accessiblity shall be posted In lobby per See. 2-S22b-8 DA 2/4/88 Datei Jurisdiction Gcn>\<=> Prepared byt PLAN CHECK NO.; BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY 1£-2 €. (" TYPE OF CONSTRUCTION * V U VALUATION AND PLAN CHECK FEE -1723 Q Bldg. Dept fl| Esgil \JfJa PHONE N0. DESIGNER PHONE CONTRACTOR PHONE t BUILDING PORTION 1?/2O, &>k<S>O *l t f"Houip- KCO-SI n«> ^ r &- Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 2$<2& ^Ot !3I<L VALUATION MULTIPLIER 2*3- -^-) — @ 5 ^2 • @ @ VALUE 73, (5(^O //£/ .^^>n -/ . ^. ^ 7 -=S . ~" y ^ /^5y ^33^ Building Permit Fee $. Plan Check Fee $ COM SHEET OF 12/87 GENERAL PLUMBING CHECKLIST - 1985 U.P.C. A. Drain System 1. Clothes washers in groups of three (3) or more shall be rated at six (6) units each for the purpose of common waste pipe sizing. Section 403(b). 2. Show slope of at least 1/4" per foot or two percent, or show justification for less slope, (1/8" per foot), to be approved by building official. Section 407. 3. Drainage piping or vent piping is undersized for fixture or fixtures. B. Vents and Venting Each fixture trap shall be provided with vent pipes. Section 501. m^ rt^/n L*J- The aggregate area of vent pipes shall be at least equal to cross-sectional area of that of largest building sewer. Section 504(a). Each vent shall terminate not less than ten feet from or at least three feet above window, door, opening, air intake or vent shaft, nor less than three feet in every direction from any lot line. Section 506(b). Indirect Waste Piping, Wet Vented Systems and Special Wastes i. Any evaporative cooler or similar air conditioning / equipment shall have waste drained through an air break into an open floor sink or another approved type receptor which is properly connected to the drainage system. Section 601(a). Plumbing fixtures used for receptors receiving discharge of indirect waste shall be of shape and capacity to prevent splashing or flooding and shall be readily accessible in area in general use by occupants. Section 604. Vertical wet venting is limited to vertical drainage piping receiving discharge from trap arm of 1 or 2 fixture unit fixtures that also serves as a vent for not to exceed 4 fixtures. Section 613(a). Each wet vented section shall be a minimum of one pipe size larger than that required waste pipe of upper fixture or the sum of the fixtures, whichever is larger. Section 613(b). 06/10/88 D. Traps and Interceptors All fixtures shall be separately trapped. Section 701{a). One trap may serve a maximum of 3 compartment sinks or laundry tubs of same depth or lavatories immediately adjacent to each other. Section 701(b). Each fixture trap1 shall have a water seal height between 2" and 4" per Section 705. Floor drains shall connect into a trap that can be readily cleaned, equipped with a backflow prevention device and be provided with means of maintaining their water seals. Sections 706 & 707. Every private or public auto wash rack and/or floor slab used for cleaning machinery or machine parts shall be adequately protected against storm or surface water and shall drain into an interceptor (clarifier) approved for this use. Section 710. Provide grease trap from restaurant, cafes, etc. Section 711. Show flow control, capacity and vent. Also, obtain local Health Department approval. L6. E. Plumbing Fixtures Baptisteries, ornamental and lily ponds, aquaria, ornamental fountain basins, etc. shall be equipped with backflow prevention devices. Section 906(a). F. Water Distribution Show backflow prevention devices on discharge side of all lawn sprinkling systems and hose bibs. Provide water line sizing calculations. Show water pressure, maximum developed length, number of fixture units and all pipe sizes. Section 1009 and Table 10-2. Show temperature and pressure relief valve for all water heaters and storage tanks. Show discharge to exterior or approved receptor. Section 1007(e) and (f). G. Building Sewers No rain, surface or subsurface water shall be connected to or discharged into any drainage system unless approved by building official, per Section 1102(b) and 304(b). Show all cleanouts, per Section 1107. 06/10/88 H. Fuel Gas Piping Provide complete gas line sizing, calculations and plans, per Section 1219 and 1220. Show all equipment connected to system, input requirements, pipe lengths and pipe sizes required per Tables 12-1 and 12-3-6. Water Heaters and Vents Show source and required area/volume of combustion air for water heaters*, per Section 1307. No water heater (gas) may be installed in any room used or designed to be used for sleeping purposes, bathroom, clothes closet or in any closet or confined space opening into any bath or bedroom - unless sealed combustion type - per Section 1309. Show required access and working space, per Section 1311. J. Miscellaneous Show compliance with Appendix C for minimum number of facilities (i.e. washer standpipes, urinals, water closets and lavatories, etc.), if adopted -by the jurisdiction. Show size of roof drains and overflow drains per Appendix D and note design rainfall and area served. UBC Section 3207. In areas where motor vehicles, boats, etc. are stored, floors shall drain to an approved oil separator or trap discharging to sewers in accordance with the plumbing code. Section 702(b) U.B.C. Show required anchorage of appliance (water heaters, etc.) per Section 504(d) U.M.C. 28T. 2ft. 06/10/88 EUCIRICAL PLAI OJKKBmO SHEET BADE: FLAB CBEOC BOHBZR: X / jf.* JS. 7. JR.~ 10. M. It. Submit complete electrical plans and specifications. Submit plan showing location of all services. Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing location of all transformers. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). WGQQRER*•** P1AH CHECKER: f""| CHEN DHJUK Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). Submit plan showing location of all panels. Submit panel schedules. Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. . Show approximate length of feeders. Specify electrode conductor size and type wire, (aluminum or copper) Submit electrical load calculations. Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. 08/31/87 n D a a ENGINEERING CHECKLIST LEGEND Date: Plan Check No. Project Address: Project Name: Field Check Date: \/fi*} Item Complete Item Incomplete Your Action - Needs 1,2,3 By: Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent f%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. {Separate submittal to Engineering Department required for Grading Permit) . 6. 7. Grading plans in plan check PE Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. TO FEES REQUIRED REMARKST C^ucs. 10. Park-in-Lieu fees required. Quadrant: —-" , Fee Per Unit: 11. Traffic impact fee required. Fee Per Unit: Total Fee: ©12. Bridge and Thoroughfare fee require Fee Per Unit: , Total Fee: Total Fee C-tP 13. Public facilities fee required. m. Facilities management fee required. Fee : %. jj, ~~ 15. ^Additional EDU's required: Sewer connection fee :Sewer permit no. 16. Sewer lateral required: rt*£. CJ 7 /s O.K. to iss Date: 7 / If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. X CD •— (N CO =tt= =tt= =**= U U Ua. a. a. a a nan ana a n n Plan Check No. 88/Tgg Type of Project and Use Zone PLANNING CHECKLIST Address JOGS' Setback: Front Use Allowed? YES K Side Rear NO Facilities Management Zone School District:San Dieguito Carlsbad Encinitas Discretionary Action Required Environmental Required Landscape Plan Required Comments K San Marcos YES bC NO YES y~ NO YES K NO sT\ \ I Coastal Permit Required Additional Comments ~7/t£ YES NO AteA* / ff "CO ^lAOK TO ISSUE U DATE MEMORANDUM FEBRUARY 14, 1989 TO: BUILDING DEPARTMENT FROM: ERIC MUfiOZ RE: HAWTHORNE MACHINERY STORAGE PLAN CHECK #88-1723 The following are Planning Department concerns/comments: A reproducible 24" x 36" mylar copy of approved site plan required (Condition #2). Stairway as shown on site plan not approved by CUP 88-16. Exterior lighting plan required if project proposes exterior lighting (Condition #16). Landscape plans must distinguish between existing and proposed trees. Applicant must submit a Master Plan of existing trees, clearly showing which will remain and which will be removed, in addition to the landscape plan (Condition #21). Parking and maintenance easement must be granted to City per Condition #27. The three additional windows on the north elevation as described in Condition #28 are too small Each window must be at least 3' x 6'. Show details of eating area. Show pilaster fence along Camino Vida Roble as approved by Planning Commission Resolution No. 2791; not a chain link fence. ENM:af 2075 LAS PALMAS DRIVE • *WJ>H TELEPHONE CARLSBAD, CA 92009-4859 Wr4?/JrM (619> 438-1161 of PLANNING DEPARTMENT PLANNING COMMISSION NOTICE OF DECISION November 30, 1988 J. T. Hawthorne P.O. Box 708 San Diego, CA 92112 Mr. Hawthorne: At the Planning Commission meeting of November 16, 1988, your application was considered. The Commission voted 6-0 to approve your request. Some decisions are final at Planning Commission, and others automatically go forward to City Council. If you have any questions regarding the final dispositions of your application, please call the Planning Department at 438,1161. - J. HOLZMTLLER PlaniRng. Director MJH:af " End;1 Resolution No. 2790 and 2791 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619)931-2121 PROJECT {•(•4R.4JTW&P A.'iT ARCHITECT p^yi^y ^ OWNER Citp of Cartebab FIRE DEPARTMENT PAGE 1 OF J- PLAN CHECK REPORT APPROVED DISAPPROVED PLAN CHECK* '*-&*<]ADDRESS ADDRESS ADDRESS >,uCa Ui >)A CONST TOTAL SO. FT. PHONE PHONE STORIES DSPRINKLERED D TENANT IMP. . 9. .10. .11. .12. 13. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. provide specifications for the following: , Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO^alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic^lre sprinklers (Design Criteria: : ) D Dry ChemlcaL Halon, CDs (Location: : ) D Stand Pipes (Type: D Fire Alarm (Type/Location: Fire Extinguisher Requirements: D One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. D An extinguisher with afqlnimum rating of sq. ft. or portion thereof .with a travel distance to the nearest _ to be located: D Other: 8. Additional fire hydrant(s) shall\e provided Exit doors shall be openable from thi EXITS inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors __ EXIT signs (6" x 3A" letters) shall be placed o^er all required exifts and directional signs located as necessary to clearly indicate the location of exit doors. GEF^RAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Firfe Code. Bullding(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81 14. Additional Requirements. C I u_ .15. Comply with regulations on attached sheet(s). Plan Examiner.Date. Report mailed to architect Met with .Attach to Plans 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619)931-2121 PROJECT ARCHITECT OWNER of Cartebab FIRE DEPARTMENT UJ7 /-/£>£/(/£ l n?/ PLAN CHECK REPORT ADDRESS <C ADDRESS ADDRESS OCCUPANCY 32 / A/ CONST./ f DSPRINKLERED D TENANT IMP. PAGE1-OF-/ APPROVED DISAPPROVED PLAN CHECK* PHONE PHONE ^S-2—' TOTAL SQ.FT.V STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 4. 5. 6. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: ! Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COa, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: : ; ) D Dry Chemical, Halon, COi (Location: ) D Stand Pipes (Type: : _) / . SQ, ft- prportlon thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. v^LAn extinguisher with a minimum rating of */ *\ H&cCto be located: -t~r~}(L f^ r'A. ir /C. O Other: D Fire Alarm {Type/Location: Fire Extinguisher Requirements: ^L One 2A rated ABC 8. Additional fire hydrant(s) shall be provided EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors • M 11. EXIT signs (6" x */*" letters) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. 13. Building(s) not approved for high piled combustible stock. Storage In closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing Is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. = , .15. Comply with regulations on attached sheet(s). Plan Examiner ^/.^..r-^-Y ^"iiiii-*Sn &^ Report mailed to architect Met with Data- \ 572 .Attach to Plans 2560 ORION WAY CARLSBAD, CA 92008 Citp of Cartebab F/flE DEPARTMENT PAGE 1 OF (619)931-2121 PROJECT J-JALAj7-fJfl£*J ftfACH/<^ ARCHITECT P^AAiT" £&£><. OWNER tAJ i I L^uJ "PP 0 PtVCD HS nr.ntlPANflY &2 / /-I */ CONST./ DSPRINKLERED D TENANT IMP. PLAN CHECK REPORT f£#y ADDRESS 2&jdS~ ^AMx/AjO L/'/)x APPROVED v^ /\ DISAPPROVED PLAN CHECK# SB-nzz Rev <V *No1\(_e~ ADDRESS ^Ay^L^TVW^ PHONE /f3S-5"/9/ ADDRESS SA-\J ftr££>£5 PHONE SSZ-fi^OO ~ST/U TOTAL SO. FT. 5 *-l 2^ STORIES ^A/tT" APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 4. 5. 6. 7. 10. .11. .13. 14. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COa, alarms, hydrants). Plan must be approved by the fire department prior to Installation. The business owner shall complete a building Information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: _ __) D Dry Chemical, Halon, CO2 (Location: ) D Stand Pipes (Type: D Fire Alarm (Type/Location: Fire Extinguisher Requirements: oPFrc*^ One 2Arated ABC extinguisher for each .^TTU^A^ ' extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of , or portion thereof with a travel distance to the nearest to be located: 8. Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating. " This door to remain unlocked during business hours" shall be placed above the main exit and doors UjJ-l^vj f^-riLin/.u^ Ke- EXIT signs (6" x a/t" letters) shall be placed over all required exiits and directional signs located as necessary to clearly Indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for,high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or In racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. , . \} 'Pir/ws SiUci &c S^T^x 23 /en .15. Comply with regulations on attached sheet(s). Plan Examiner Report mailed to architect Met with Date. \.Attach to Plans 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619)931-2121 Citp of Cartebab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF APPROVED DISAPPROVED PLAN CHECK* PROJECT ARCHITECT /"o< ADDRESS ADDRESS ADDRESS i S CONST.TOTAL SO. FT. n 55PRINKI FRFD n TENANT IMP. Lt.JA 2. 9 PHONE PHONE STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 9. 10 y~ 11- ^ 12 _ 13. S^ 14. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor ptan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: <*ttst L £/?ALUS*J£-* M/t -fjj&r. /~fi/ /}#*-•>;/~ 32v<*>7>*(ti Permits are reguliejlfor the Installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COt, alarms,Qi£drant§p Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: ) D Dry Chemical, Halon, COa (Location: ) D Stand Pipes (Type: >., ... ; : ) D Fire Alarm (Type/Location: "' ) Fire Extinguisher Requirements: Q One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of - or Portion thereof with a travel distance to the nearest to be located: 8. Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above_the main i exit, and f A -n^^ 7V/3e. EXIT signs (6" x 3A" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. SG£- r/V^1^1 /<-/ Buildlng(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. A? j i)//h y /J h/L 2 .15. Comply with regulations on attached sheet(s). ;/^ cyPlan Examiner ,.. >•£>"—y ^ Report mailed to architect . Met with .Attach to Plans 2075 LAS PALMAS DRIVE H 2v&' . H TELEPHONE CARLSBAD, CALIFORNIA 92009-4859 M^aW &M (619)433-1161 Office of the City Engineer (Hits of (Earlabad DATE: Jfl/QUA£V Ernie Ferrer COUNTY OF SAN DIEGO Department of Public Works Building 1 Operations Center 5555 Overland Avenue San Diego, CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO. \ Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. )YD B. HUBBS City Engineer LBH:SEE:rp Enclosure: Application No. 59O c: Building department Fred Rowlen, Encinas Plant Arnie Wing, Department of Health Services f6191223-2426 3274 ROSCCflANS ST. iSANDIUOO, CA4211O t CHECKED BY SHEET NoCtflL&Efi— OF MM »1« 223-2420 3274RCMECfUN88T. SAN DIEOO.CA 02110 i- I U 14-4 muraurr UD 12/4/M P K- ROOF RAFTERS MiUmiir.1 BOUMRU,XV TVR aa74 rnomun roan UH DIBOO, C* 91110 jura (61*)-223-242* I Bl Plteai 3.0 in 12 Angla- 14 dag Ooaina- 0.970 Maa-2.17 ft horli non raftart- 1.67 ft 1.94 ft Laavai- 4.00 ft 4.12 ft Lridgat 0.00 ft Framing t 90 dag a Anglat 90 dag to Elp- 49 dag LOAonraDaadi- Uva— •in - M Ml Vt ant - M m wt ROAR* Vtfc- Vbt- vba- H) at x* •onarnatb- Hb- norm vart 19.00 paf 19. SB pat 19.40 paf 20.00 paf UP OBOJUTRV Pltoh- 2.1 in 12 JUtgla- 10 dag Coalna- 0.91S Rlaa- 2.17 ft horii Lmain— 12.26 ft leant— 5.66 ft norm 17.45 ft 5.74 ft 4X6| B- 3.5- in d - 7.29 in A - 29. 3B ln*a f - 30.66 ln*3 I - 111.15 ln-4 Vt - 6.34 plfDFL n Fb- 1250 pai Fv- 95 pai B- 1700000 pai Facgravi 1.25 rUBOXHT NIDTHB (Borit) Top Bottom Arae Total Main— 8.67 ft 0.00 ft 37.6 Cant— 4.00 ft o.oo ft 1.0 45.6 Top Bottom Total From Top 122. *3 6.34 104.16 4.35 ft 111.99 0.00 740.95 4.15 ft 241.71 6.34 1544.72 4.36 ft 60. OB 6.34 1*0. BO 2.10 ft 54. •• 0.00 157.63 1.91 ft 114.96 6.34 34B.43 2.01 ft fw Raactlon Norm Vart d - Top 491 506 Bottom 504 520 1 - Top 494 509 Bottom 42* 442 Top mln (24) (25) Rt - Top 9BS 1015 Bottom 933 962 TOP Bin 467 4B1 9i3 90 pal < (95){1.25) - 119 - OK (5B4) 34 pal < (9S}(1.25) - 119 - OK 34B 17 pal < (95)(1.2S) - 11* - OKa. os ft .n> 32*5 i B9B pai < (12SO)(l.a5) - 1563 702 275 pal < (12BO)|L.25) - 1B63 - OX - OX UPLBCTXOV - TOTAL LOAD (+ - upward) Dm- -0.355 in at oantar thatab- 0.003720933 + -0.00222072 Da- 0.001&OO211 X 88.93 -0.1O3 In -0.044 in 0.05* in at and -L/421 -2L/2319 »274.nun BM DXBBO, CK 92110 (•19) 223-2426 3274MMECfUN88T. SAN DIEOaCA 92110 KTW CHlfJb & V n4T. i I/)'* DATE / J^ £}/ Cj^J - (•19) 283-242* 3274HOMCHAN88T. SANDteoO,CAB2110 SHEET NO OF BY I1/I4/8S DATE T1 .j..: i... AJ...4i. ? 3 f i "T" T" ur fofr J J—_4_ -I .j/k i ..„...! ZAJF <£<_ o«- O ** i /or. f~~ j | 4 1 f-i j_f_i_i_i_ \ j j j..i i *.] | | i i L ! ' i ! 1! i i i i •D U 7?HS$ &*Z10 L^" 30 A Bo&t i f ................................. .......... P ID t-s /•£i\ t.76.4- A .... (618| 283-2426 3374MO«CCIIANa«T. SAN OIEOO.CA 92110 JOB BCD SHEET NO OF CALCULATED BY CHECKED BY . 8CALE , DATE Simple Span Parallel TJ! Joist Sloped Roof Only Load Tables/Non-Snow (125%) Allowable Uniform Load (PLF) TJi/25 Joist TJI/35 Joist Multiple Span ParaNel TJI Joist Sloped Roof Only TJI/25 Joist Note: Tables below can be used for two or more span conditions. Use longest span for sizing. Where ratio of short span to long span is less than .4. contact Technical Representative for assistance. TJl/35 Joist 164 165 149 137 12ff > 117 109 101 90 81 73 66 60 55 51 47 43 40 37 34 32 232 210 190 173-..• ^159*,;-^ •'•" W *••'*. 137 128 - 120 109 98 89 81 74 68 62 58 ••" '•• 53 •' 50 46 43 40 • 38 -,- ;••"-. •*&• 34 32 30 194 174 158 144 133 123 115 107 101 95 90 85 81 76 73 67 62 57 53 50 48 42 38 35 32 235 212 192 175 161 149 138 129 121 114 108 103 98 93 89 65 76 73 67 63 59 55 52 46 46 43 41 272 248 227 208 191 176 164 153 143 135 127 121 115 109 104 100 95 * 68 82 76 71 67 62 59 55 52 49 309 281 257 236 221 204 189 176 165 155 147 139 132 126 120 115 110 103 96 90 84 78 73 69 65 61 58 293 267 245 226 210 195 183 172 163 154 146 140 133 127 122 117. 105 101 96 90 84 79 70 67 325 295 270 .... '.-•.. 250 •'•:.' ;<•:,••' 232•-•v^2i6 203 191 180 171: v.-.'-'«2. • t54 147 141 135 ."-'„•.,:' 130 #'•'- "' « T- '--'-,« • 116 112 108 102 :V -•- • 95 -:*, go 85 60 75 r. NotM: 1. TJI joists are not cambered. Deflection should be carefully considered for each application. 2. Provisions must be mad* for positive drainage. Recommended minimum slope - tt" per foot. Absolute minimum 3. Values In •••••may be Increased 4% for repetitive member usage if the criteria on page 9.2 is met. 14" per foot. 5.3 (819)223-2420 W74BOMCHAMSST. SAN WEQOiCA 92110 JOB SHEET NO CALCULATED BY OF f, IfJ .SCALE 1177/88 t /<?! ^—4- y.r. <3> fb I ./; 4s /t 4. i 4 «U rJ2^3*! Aj f5" A X, t'n 4- J ~-- ~) ......4.4§i * -\s \i \ bnlniw. 4- * V x -i_ i 4- ••t —]I1__ —i ._J -4-H- 4 i- (616) 223-2426 9274 M6ECMM6 ST. SHEET NO CALCULATED BY, , OF A/H .SCALE DATE •t r x/o a JJ*n*•f* •O-1*JL X s 0730 tfa '-(-J..7- It W I o p.sr J33P^F P5.JFJ l^> «>o "3" —3_™ UJ 00 lv -5 =9 •—L~" - L*L& •J^ ;b _7^7»C it' 4 i /y IA/ L.W-..4 J/. i X"«» - \ o -VV .<j CI. 333 ,73^> 4T7O ••-i i-(3i,..3.is...P^. 00 )__tl-•1 i "...30. „ I/* ff 19) 223-2420 3274RO8ECf)AN88T. 8ANDtEOO,CA 02110 SHEET NO CHECKED BV OF MH :t I ._„ LOAD ! jo-ft ;*>£.</ Jt.j >y*1* 7S- *»*x*ft.J-A K* IV^.^*$&X** B W (Z& X/7JO H— Wf.jf./ i- |4 ^ {r? **""T" "T™ .. L— .1 -..i i ^ T-t- j _______ "-" ...... i..,f 4_ (B19* 223-2426 3274flOMC*ttl*a*T. SAN OlEOOvCA 02110 ".« l-MrHo&fi/G WIAc* I 4- CHECKED BY tS/tfr/ZV 88ob4 " «r».* M- /S/7/W . DATE - ' ! i-^ £>& /^8 /*y 5/*^u. 373 1C c^<?^ * 7 ! ^Ce/tito i'evi ^fc- /o T •f t- .4 38 J_J_1.L-4-——•! •• - _4- [___ '_L .4... i •4 t •-j -h- !-• SAN OlEOaCA 92110 ~OF CALCULATED BY, CHECKED BY AW .SCALE .DATE DATE. 1 2/7/80 4 1- ( c p p4....Qr H " —-j... „,„, -4 ,-.~~,J —- - - DEABDOWF AKD DEABDOWF 12/6/88 (619)-223-2426 Basonry Wall Design Job laie: HAHTBOKXE HACHIREKT Loaction: Lines 1 and 2 1 * 7 e Loads Service D(IHL) Pld: 0.160 0.224 Pll: 0.350 0.595 P2 0.252 0.353 P3 0.840 1.176 PS 1.602PU 2.348 PS-P3/2 1.182 1.760 (Ptf+Po)/Aq= 18 psi < 0.04F'i - phi 0.5 Pu/Fy 0.039 Aseff 0.339 a 1.330 c 1.565 Hn ' 64.05 phi*tt 32.02 Icr 46.69 48.45 d final 0.885 0.062 HE 15.12 0.00 He 4.24 6.81 Kd 1.05 0.11 Mes 20.41 6.92 DKFLECTIOff CRITERIA - Service Load 24 in oc = As: C(IHE) 0.168 Kips 0.000 Kips 0.265 Kips 0.882 Kips 1.315 Kips 0.874 Kips OK 0.5 0.022 inA2 0.322 in*2 1.262 in 1.485 in 61.45 in-k 30.72 in-k 46.81 2.193 in 21.17 in-k 1.40 in-k 1.92 in-k Asia* Insp?: F'K Fy: TOW: TOL: t: ecc: Zone: 2= E* fr= Ig= Sg= Kcr= dcr= H= alpha* beta= kd= 24.48 in-k 1 d final is less than 0.007E = 1.680 - OK STRENGTH CRITERIA - Factored Load D + L Kdes<phi*Hn - OK D + E Hdes<phi*Hn - OK 0.300 inA2 0.293 inA2 no 1500 psi 60000 psi 23.00 ft- 20.00 ft 7.63 in 4.50 in 4 1 1500 ksi 97 psi 443.3 inA4 116.28 inA3 11.26 in-k 0.102 in 19.3 0.483 1.843 1.137 in 3274 KOSECKAKS STKEEI PAGE OF SAM DIEGO, a 92110 <61») 283-2426 3274 RQSECMN8 ST. SANDieOOvCA92110 SHEET NO OF CALCULATED BY , CHECKED BY a *7 o 40 x -i-r-- 1 24:-.. -7 it. j ..A-H.-,.-,...^..... +--•••- f _j.,i 4_ I i ......... ! I (910)293-2426 3274MMCCAANS8T. SANDieOQCAMIIO 88 OF CALCULATED BY CHECKED BV __ r/M .SCALE DATE (619)223-2426 3274BOMCRMWBT. SANOIiQO,CA»2110 JOB f?$o (I**- SHEET NO OF CALCULATED BY ,MM .DATE W 14/10 CHECKED BY (619)223-2426 3374RO8ECftAN88T. SAN DIEGO, CA 82110 r ,™ fUwrH^vfc: /W pUBCTMrt |^)0 >SC~ \ rtC r.iiriu A-rep py /V 1 ^ CHECKED BY Cy/A/&zy Qtfto^-" 1 — f^y*? /Q Q2, /^^/B S DATE .ILj u- w. ^ «y.) /?( £t 3^ •^..Fuf^ ^ ivd 0.J^'i fcoXW •-fc ,.vo ^ n bd fr K..?J .S «4X.- B .JE; <»jxjC ..VY).O iCIPP7d'^2^f Q><n ^C CP I- •a-^''^/c. ;.. r (918)223-2426 3274RO8ECAAN88T. 8AN DieaO.CA92110 J V CHECKED BY .SCALE DATE &- CL «s. tfjn.ll. •>; 27.15' V1Z B!+ .,&.,: 0 —¥443 ...^.: 6.- 5 s-3 7 8 /•J ^ I J F P- fff&O-X <u.,//'.6, ..rt... •?*r r.Lb. f- r2 t?3 1.3.oJfc /fa c».. ,*..... o3 cnC3o 3« 3o => i.— 3 O 3Q o o 3- OI aa Q o gQ CO It vwOJ t5 OJ i (VJ tsl ,CM Cfl OJ t(N*vwxpUlUJ U N CM yo N -0O to i ffs 01 ro U) n. •oo(V(0OO 8 o moxocOO o cn cnOIm3)cncnm -g T)m o o O2 •-jCD -•*Oi OOz§ ooc13 n m ma i Intensity (inche?/ hour)•a* I- •« ^7^^^^^ O • O\ Mc s ** SC rfrP t-i CDrt - 3 H* tn O -O i-*. 3 H <tn. 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O Vft • <T^ >* "* en -& to ro — -* o V-* ^^ ^_> *_* ^^^ ^ n>r+ — 4 "OO OT3 rhrt-rt-> O 3 "H ro ~n- O3- 3- iv_i *^ — ^ ~J o 3* 3* (*X ro O* 3" ^^ "7 *^ro — >• o cu o ro o» c_». 1/1 3 ro o -*• l/> r^ •£ *~^ <~^ ^3 *"*- C "^* C t/> 3" 3 O-j ri- 3" roroi/>iQcuro-s 3o «>^ ro o* ro c^^ L^ >f^ ^^* r^ *-i *^^ * *o c/io -J- O- ro t-fr 3 i t-t- ro — j^. 3~T i-t--!-^ 3 _4*a 30 o-*. -j- 3 f» • •— '• t/trr Q.OV*O-»- -so «-*• 3 ro T i •• c "o3 w» ro «-*-"D "o:£» "o pts-*-^Iftrf • "S -I -•• -scn-Irt-rf'O CT r^ -3" TO O rt-'O O CD TO V» O> "O CD3- 1 O O3--IO d- — *—A. ro o •-*• ~** "** ro fD o* *o — h —•• — *• 3 C "O "OZJO Q.3-JOOOIQ — ». tQ -J. -J- —*• C CL ^ "^3 P» 3 3" r»- <"•• r*-~O "53 rt 3ro r*- r* rt-COrt- CDfO3*D*Ocu 3 zr — *• —** o* 7jj CD CL ro -o 3— ii/i ro o o -j r* ft* v».. Nt-t- "O • 3 0 - C -J 3 fl> CX.ro<< o o to 3 n» • — «ro fX 1 -^^ 3 n» ~~^ f^ fD i~fr . ex 3 "^TO dT T^2 zr o n> -s 3- o"-b-h ^oroBcu -a CD n- v> n ex — ». <-f C* -C- 3 O 3— i. -j T mcjiro — •• c -*» ro O O* — •• "^ t* O 3 3 -J o fD rh -»- o w ccrr C — • OO> CXICfDI- <; j-f. _*. CT Cjl^ CX D. Oro o • rx — * t*— • -i l< o>ro ro -». o . 3 -h • rt- O- en 3 — • CXo zr -ii o ^o J» „. J •_~l . — -_ . , * , Ni 5>C&SCo . CKi. ^-\^ ^•0$^ U» 'OO ^ ^Le» Qv^i \^* ; *• * ftft!ft II H II 9-V-II SI-V-AI 0-X XION3ddV S3Ayno MOIJ jo 3WI1 ONVly3AO SV3HV NVBHO r^_/) W ft'-* ft*// // ' 1VONVW N91S3 IT" QSAOtiddV 30 S3DIAH3S IDiyiSIO 1VI03dS JO AlNflOO 00310 NVS ffffS" ftlX"5 IA b' 3 LUSARDI CONSTRUCTION COMPANY 1570 Linda Vista Dr. San Marcos, CA 92069 (619)744-3133 TO DATE JOB NO. ATTENTION /~7A^TH-o ftMe. GENTLEMEN: WE ARE SENDING YOU D Attached D Under separate cover via. D Shop drawings D Prints a Plans D Copy of letter D Change order D .the following items: D Samples D Specifications COPIES DATE NO-DESCRIPTION "=>£'! £ X- 1 THESE ARE TRANSMITTED as checked below: D For approval D Approved as submitted D For your use D Approved as noted D As requested D Returned for corrections D For review and comment D D FOR BIDS DUE 19 D Resubmit copies for approval D Submit copies for distribution D Return corrected prints D PRINTS RETURNED AFTER LOAN TO US REMARKS 4 To COPY TO. 9/87 SIGNED: // enclosures are not as noted, kindly notify us 3274 ROSECRANS ST. SAN DIEQQCA 92110 JOB SHEET NO ^~» « CALCULATED BY ^CHECKED BY MH ,ICALI DATE (01t)»3-242« 3274 ROSECRAN8 ST. SAN DIEOaCA 92110 &HAW SHEET NO V - CALCULATED »V OF A/H .SCALE •6 c< .RAJS F IT/.*:. 4 '$$> i/6 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS — FOUNDATIONS 9S4O RUFFIN ROAD SAN DIEGO. CALIFORNIA 92123 July 25, 1989 PHILIP HENKING BENTON PRESIDENT - CIVN. BUGINEEN TELEPHONE (619) 565-1055 Hawthorne Machinery Company Box 708 San Diego, CA 92112 Attention Subject: Mr. John Kavanagh Project No. 89-6-7D Portland Cement Concrete For Inside Shop Area and Outside Building Lot 4, C.T. 80-33, Map No. 10061 City of Carlsbad, California Gentlemen You have asked our opinion relative to the placement of the Portland cement concrete slabs both inside the proposed building and outside paved areas at Las Palmas Drive and Camino Veda Roble in Carlsbad, California. It is our opinion that both areas where the 7.5 inch thick Portland cement pavements are to be placed will be uniformly supported by the proposed compacted subgrade soils and do not support structures, therefore, it is not necessary to provide continuous inspection for the 3000 psi strength concrete at 28 days. It has been our experience that this strength is obtained by having the batch plant mix the correct sacks per cubic yard and by mixing and maintaining the correct water cement ratio. Respectfully submitted, BENTON ENGINEERING, INC. By ^ ___Philip H. Bte'nton, Civil Engineer RCE No. 10332 and Geotechnical Engineer No. 138 Distribution: PHB/jer (3) Addressee BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 994O RUFFIN ROAD SAN DIEGO. CALIFORNIA 921 23 December 15, 1988 PHILIP HENKING BENTON PRESIDENT - CIVIL ENGINEER TELEPHONE (619) 565-1999 Hawthorne Machinery Co. Box 708 San Diego, CA 92112 Attention: Ms. Rosie Randenberg Dear Ladies and Gentlemen: This is to transmit to you five copies of our report under Project No. 88-11-25A entitled "Soils Investigation, New Building and Facilities, Southwesterly of Las Palmas Drive and Camino Vida Roble, Carlsbad, California," dated December 15, 1988. If you should have any questions regarding the data presented in this report, please contact us. Very truly yours, BENTON ENGINEERING, INC. Philip H. Beriton, Civil Engineer PHB/jer SOILS INVESTIGATION NEW BUILDING AND FACILITIES SOUTHWESTERLY OF LAS PALMAS DRIVE AND CAHINO VIDA ROBLE CARLSBAD, CALIFORNIA For The HAWTHORNE MACHINERY COMPANY PROJECT NO. 88-11-25A DECEMBER 15, 1988 BENTON ENGINEERING. INC. TABLE OF CONTENTS SOILS INVESTIGATION Page Introduction 1 Field Investigation 1 and 2 Laboratory Tests 2, 3, and 4 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Soil Strata 5 and 6 Conclusions and Recommendations 6 Building Foundation Design 6 and 7 Resistance to Lateral Loads 7 Site Grading 7 and 8 Concrete Slabs On Grade - Building Area 8 and 9 Pavement Design . 9, 10, and 11 DRAWING TITLE Drawing Location of Test Borings and CBR Samples 1 Summary Sheets: Boring 1 2 and 3 Boring 2 4 Boring 3 5 Boring 4 6 Boring 5 7 Consolidation Curves 8 and 9 APPENDICES Unified Soil Classification Chart A Standard Specifications for Placement of Compacted Filled Ground AA Sampling, Shear Tests, Consolidation Tests and Expansion Tests B in_c\J' i CO CO O OJ ••-) OS-o. BENTON ENGINEERING. INC. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS — FOUNDATIONS 594O RUFFIN ROAD SAN DIEGO. CALIFORNIA 92123 PHILIP HENKING BENTON SOILS INVESTIGATION PRESIDENT-CIVIL ENGINEER . ^ "T..^ , *"" *W" TELEPHONE (6 t 9) 569-1955 Introduction The objectives of this investigation were to determine the soil types and physical characteristics below the proposed excavated grades of the building that has overall dimensions of approximately 30 by 175 feet in plan and also the California Bearing Ratio of the subgrade soils in the loop driveway that is to circle around the building. It is understood that the proposed grading will include approximately 14,000 cubic yards and that as much as 10,000 to 12,000 cubic yards will be exported after the placement and compaction of filled ground landscape mounds. It is estimated from the grading plan that from 5.5 to 8 feet of soil is to be removed from the building area, located southwesterly of the intersection of Camino Vida Roble and Las Palmas Drive in Carlsbad, California. It is understood that the building will be of concrete block with concrete slabs on ground. The westernmost 45 feet will be office, the central 55 feet will be parts storage and the eastern 75 feet will be a shop with heavy equipment and machinery. In order to accomplish these objectives, five borings were drilled, logged, and sampled and samples of subgrade soils were taken in four of these and at two additional locations within the site development. "H Field Investigation r-H =o Five borings were drilled to 24 inches in diameter, with a truck-mounted _° " rotary bucket-type drill rig at the site of the proposed building to depths -'J of 15.0 to 20.0 feet. Two pits were hand-excavated to obtain bulk samples o£ of the subgrade soils for California Bearing Ratio tests. The locations of the test borings and the California Bearing Ratio test samples are shown -2- on Drawing 1 entitled "Location of Test Borings and CBR Samples." A continuous log of the soils encountered was recorded by our field geologist at the time of drilling and is shown in detail on Drawings 2 to 7, each entitled "Summary Sheet." The soils were visually classified by field identification procedures in accordance with the Unified Soil Classification Chart and a simplified description of this classification system is presented in Appendix A. Undisturbed samples were obtained at intervals of 2 to 5 feet below the depths of proposed excavation ahead of the drilling. The drop weight used to drive the sampling tube into the soils was the "Kelly" bar of the drill rig which weighed 3100 pounds and the average drop of the Kelly bar was 12 inches. The general procedures used in field sampling are described under "Sampling" in Appendix B. Laboratory Tests Laboratory tests were conducted on all undisturbed samples of the soils in order to determine the dry density, moisture content, and shearing strength. The direct shear tests were sheared under normal loads reduced for the proposed depth of cut at each boring that varied from 5.5 to 8 feet. The results of these tests are shown on Drawings 2 to 7. Consolidation tests were performed on representative samples in order to determine the load-settlement characteristics of the soils and the results of tests are presented graphically on Drawings 8 and 9, each entitled "Consolidation LDSf Curves." -H _^ Direct shear tests were performed on undisturbed samples to determine CO ^ the minimum angle of internal friction and apparent cohesion of the soils, jjj The samples were saturated and drained prior to testing and the results o are presented on the following page. 8ENTON ENGINEERING, INC. -3- Boring 2 Sample 1 Depth: 10' Normal Load KSF 0.5 1.0 2.0 Maximum Shear Load KSF 0.46 0.73 1.65 Angle of Internal Friction Degrees 28 Apparent Cohesion PSF 200 Expansion tests were performed on samples of the more clayey soil types in order to determine their vertical expansion characteristics with change in moisture content. Undisturbed samples were either tested from their field moisture to saturation under 144 pounds per square foot or were allowed to dry in the air for two days at 105°C, then subjected to a load of 500 pounds per square foot and saturated. The results are as follows: Boring No. 1 1 4 Sample No. 1 1 1 Depth in Feet 10.0 10.0 10.0 Soil Description Fine Sandy Clay Fine Sandy Clay Fine Sandy Clay Initial Percent Moisture 16.9 7.7 7.6 Field Moisture to Satu- ration Under 144 Lfe/Sq.Ft. Expansion Percent 1.50 Air Dry to Satu- ration Under 500 Lb/ Sq.Ft. Expansion Percent 2.5 2.23 Final Mois- ture Content % of Dry Wt. 20.0 21.6 23.1 Also, an expansion test was conducted on a sample that was remolded at 49 to 51 percent saturation and tested under 144 pounds per square foot in accordance with the UBC 29-2 method. The results are as follows: ^J t— 1I— 1tCOCO Boring No. 5 Con Bag No. 1 inaction Depth in Feet 6 to 7 tests were Dry Density Ib/cu ft 104.2 : oerformed on Molded Mositure Content % dry wt 13.2 representative Percent Compac- tion 8.58 samoles of Expan- sion Index 85 the subar Final Moisture Content % dry wt 25.6 *ade soils. These were tested in accordance with ASTM D 1557-78, which requires 25 blows of a 10-pound rammer falling from a height of 18 inches on each of 5 layers in a 4-inch diameter l/30th cubic foot mold. The results are presented on the following page. BENTON ENGINEERING, INC. -4- LO C\JI CO CO ,- o o Q. Depth Boring Bag in No. Sample Feet Soil Description 9 to 10 Fine Sandy Clay 9 to 10 Silty Fine Sand Maximum Dry Density Ib/cu ft 112.3 115.4 Optimum Moisture Content % dry wt 13.7 13.5 Six California Bearing Ratio tests were performed on samples obtained within the upper foot of proposed subgrade within the paved driveway areas at the locations shown on Drawing 1. The California Bearing Ratio tests were conducted in accordance with ASTM D 1883 and ASTM D 1557 Method D and the test results are as follows: Molded Initial Depth Dry Moisture CBR in Density Content No. Feet PCF % dry wt 1 0 to 1 121.8 12.6 Fine Sandy Clay 2 0 to 1 118.4 15.3 Fine Sandy Clay Boring 1 9 to 10 121.1 14.1 Fine Sandy Clay Boring 2 9 to 10 118.6 8.3 Silty Fine to Medium Sand Boring 4 9 to 10 124.2 13.0 Clayey Fine to Medium Sand Boring 5 9 to 10 122.3 13.5 Silty Fine Sand Pene- tra- tion Inch 0.1 0.2 0.3 0.4 0.5 0.1 0.2 0.3 0.4 0.5 0.1 0.2 0.3 0.4 0.5 0.1 0.2 0.3 0.4 0.5 0.1 0.2 0.3 0.4 0.5 0.1 0.2 0.3 0.4 0.5 Load in Pounds on 3 Sq.In. Plunger 106 215 326 430 540 128 188 227 270 332 145 207 271 329 382 230 610 845 970 1110 129 190 235 279 320 134 263 566 742 902 CBR % of Std. 3.5 4.8 5.7 6.2 6.9 4.3 4.2 4.0 3.9 4.3 4.8 4.6 4.8 4.8 4.9 7.6 13.5 14.8 14.0 14.2 4.3 4.2 4.1 4.0 4.1 4.5 5.8 9.9 10.7 11.5 Percent Percent Expansion Moisture During After Soaking Penetration 5.2 23.9 4.7 28.9 3.9 25.7 3.0 19.7 4.4 23.5 3.6 22.0 BENTON ENGINEERING. INC. DISCUSSIOH. CONCLUSIONS AND RECOMMENDATIONS Soil Strata Man-made filled ground was encountered in all borings to depths of 11.0, 8.0, 8.0, 10.5, and 5.0 feet, respectively, in Borings 1, 2, 3, 4, and 5. This fill was generally a loose clayey fine sand in the upper 0.6 foot and then a compact clayey fine sand or a compact clayey fine sand mixed with 20 to 30 percent fine sandy clay to 8.0 feet in Borings 1, 2, and 3 and to 6.0 feet in Boring 4 and to 5.0 feet in Boring 5. A compact fine sandy clay fill was found between 8.0 and 11.0 feet in Boring 1 and a compact clayey fine to medium sand with 30 to 40 percent silty fine to medium sand was found between 6.0 and 10.5 feet in Boring 4. The natural soils below 11.0 feet in Boring 1 and below 8 feet in Borings 2 and 3 consisted of medium firm to firm silty fine to medium sand to 17 feet in Boring 1 and to 10.5 feet in Borings 2 and 3. In Borings 1 and 2, these natural alluvial soils were underlain by layers of medium firm to very firm clayey fine sand and fine sandy clay to the depths of exploration of 20 and 15 feet, respectively. A medium firm to firm silty fine sand was encountered between 10.5 and 15 feet in Boring 3. A medium firm silty fine to medium sand was encountered between 10.5 and 15.0 feet in Boring 4, the depth of exploration. •< j^i The natural soils in Boring 5 below 5.0 feet consisted of firm fine .-H ^ sandy clay to 7.5 feet and then firm silty fine sand to the depth of exploration CO ^ at 15 feet. :E „•£ No ground water or seepage was encountered to the depths of exploration <D ° on December 2, 1988. £X The fine sandy clay soils have a "medium" potential expansion under UBC BENTON ENGINEERING, INC. -6- initial 50 percent saturation condition, and certain precautions are recommended where these are exposed beneath concrete slabs on grade and paved areas. Conclusions and Recommendations The following conclusions and recommendations are professional opinions that are based upon site materials observed in the above field investigation, laboratory test results, and engineering analyses and calculations. The opinions have been derived in accordance with current standards of practice. No warranty is expressed or implied. Building Foundation Design It is concluded from the findings in the test borings and the laboratory test results that both the compacted fill soils below 5.5 feet and the natural soils below the fill soils are adequate to support the foundations of the proposed building provided these are designed for an allowable bearing value of 1140 pounds per square foot for one foot wide continuous footings and 2 feet wide or wider square footings placed at one foot below the lowest adjacent final ground surface. This value may be increased at the rate of 300 pounds per square foot per foot of depth greater than one foot to a maximum of 1500 pounds per square foot. These values are for dead plus live loads and mavjbe increased one-third for combined dead, live, wind, and seismic loads. Of special concern is the "medium" potential expansion natural fine sandy clay found below the proposed finished grade in the area of Boring 5. CM Either footings in that area should be deepened| two feet to be founded in the natural soils below the fine sandy clay, or this upper layer should^M^^^^^^^^^^^^™^^™ ^^^» be removed during grading to 5 feet beyond the building perimeter and should be replaced with on-site silty fine to medium sand soils uniformly compacted o to at least 90 percent of maximum dry density based on the ASTM D 1557-78 0_ method, under continuous inspection and testing. The concrete slab inside LO CO CO BENTON ENGINEERING. INC. -7- the shoo section of the building will require the removal of the upper 2 feet in order to provide for 12 inches of select suborade of silty fine , to medium sand,/then 4.5 inches of crushed rock, and 7.5 inches of Portland j f^> ^~-= "" ~ =1 " " " ' J [cement concrete as recommended on page 9.7 Field density tests should be taken for each foot in elevation gain and for each 100 feet in plan or more frequently as the field technician determines from observing the place- ment and compaction of filled ground. The settlements of continuous footings 1, 2, and 3 feet wjde that are founded at one foot or more below the lowest adjacent compacted filled ground or natural ground surface and loaded to 1140 pounds per square foot are estimated to be on the order of J3.1, 0.2, and 0.3 inch, respectively. The settlement of a 3 feet square footing founded as recommended and loaded to 1140 pounds per square foot is estimated to be on the order of % inch. It is recommended that the continuous footing be continuously reinforced as determined by the Structural Engineer and include at jeast^two^jj) bars at the top and bottom of the footings Resistance to Lateral Loads . (*/ i*^ IJ An allowable passive pressure of 150 pounds per cubic foot may be assumed for footings cast directly against the compacted filled ground and undisturbed natural soils below the depths of excavation. A friction factor of 0.35 may be used. When the passive pressure is combined with the friction factor, it is recommended that the friction factor be reduced to 0.24. 7 Site Grading CO CO With the exception of the natural "medium" potential expansive fineo2: •j sandy clay soils found below finished grade in the area of Boring 5, andoQJ o in CBR Samples 1 and 2, all of the other soils have relatively low ^potential expansion. BENTON ENGINEERING. INC. -8- economically desirable to remove these "medlum"_potential exjaaasjrve_jfjne_saiidy cjjiy^sojls to two feet below finished grade durjna, grading and haul these off site and replace these with on-site silty fine to medium sand soils as select compacted filled ground and thereby reduce the Portland cement concrete, and base sections as indicated on pages 8, 9, and 10. The removal and replacement of the "medium" potential expansive soils should be under continuous soils engineering inspection in order to excavate these soils out from beneath the building and paved areas. It is recommended that all grading be accomplished in accordance with the "Standard Specifi- cations for Placement of Compacted Filled Ground" in Appendix AA. For subgrade preparation under the driveway and building concrete slabs refer to the following two sections. Concrete Slabs On Grade - Building Area 1. Office Area - Western Portion - For normal office loading conditions it is recommended that a 4-inch thick concrete slab, reinforced with a minimum of #3 bars at 18 inches center to center be placed on 2 inches of sand, a moisture vapor barrier, and then 4 inches of crushed rock. 2. Parts Storage - Center Portion - For this section that may have storage loads of 125 to 150 pounds per square foot, it is recommended that a 5-inch thick concrete slab reinforced with a minimum of #4 bars at 16 inches center to center be placed on 2 inches of sand, underlain by 8 inches <*: -M of on-site silty sand or clayey sand compacted to 95 percent of maximum •—i V dry density. It is understood that a moisture vapor barrier is not needed CO in this area,oz: •*-» 3. Shop Area - Eastern Portion - The thickness of Portland cement o> o concrete pavement sections and the combined thicknesses of asphaltic concrete o_ pavements may be reduced provided selective grading is used to stockpile as needed by overexcavating the silty fine to medium sand soils with a BENTON ENGINEERING. INC. -9- CBR of 7.6 or greater as found between 8.0 and 10.5 feet in Boring 2. Also, similar soils were encountered between 11.0 and 14.0 feet in Boring 1, between 8.0 and 10.5 feet in Boring 3, and between 10.5 and 13.0 feet in Boring 4. These soils should then be used to replace the overexcavated soils from below the shop area, and the outside yard and driveway areas for the lower 12 inches of subgrade as described on page 10 of this report. It is understood that the shop portion of the building will have heavy equipment and machinery loads. For design dual wheel loads on the order of 10,000 pounds, it is recommended that a 7.5-inch thick Portland cement concrete slab having a compressive strength of at least 3000 psi at 28 ^M*'_ days, be placed on 4.5 inches of 3/4 inch crushed rock and reinforced as specified by the Structural Engineer. For this design it is assumed that this be underlain by 12 inches of the on-site silty fine to medium sand soils such as encountered between 8.0 and 10.5 feet in Boring 2 that are selectively placed and compacted to at least 95 percent of maximum dry density. This design assumes that the CBR value of this 12 inches of subgrade soils is a minimum of 7.6 as determined on a sample from 9 to 10 feet in Boring 2. (See page 4) It is further understood that the intended use requires no moisture vapor barrier. Pavement Design IT)~Y It is understood that large semi-trucks will use the driveway andi—i ^ parking areas around the building and that the pavement design for both CO ^ flexible asphaltic concrete and Portland cement concrete should be based ~g on dual wheel loads of 10,000 pounds. QJ ° For the California Bearing Ratio tests conducted on the existing soils a. the following thicknesses of pavement, base course and subgrade preparation BENTON ENGINEERING, INC. -10- are recommended: Thicknesses in Inches LO —\JI I00oo OJ '"-3os_o- For CBR 1 and 2 3.5 4.0 14.5* For CBR Borings 1, 4, and 5 4.5 4.0 13.0* For CBR Boring 2 Depth: 9' to 10' 7.6 4.0 9.0 Design Value: a) Asphaltic Concrete b) Base Course Materials Caltrans Class II Aggregate with a minimum CBR of 80 c) On-site subgrade soils 12.0 12.0 12.0 with a CBR of 3.5, 4.5, or 7.6 compacted to at least 95 percent of maximum dry density * The lower 6 inches of this Class II Base material could be substituted with a select silty sand import having a CBR of 16 or greater. For the Portland cement concrete paved areas outside the shop, the following section is recommended: Thicknesses in Inches a) Portland cement concrete 7.5 (with 3000 psi strength at 28 days) b) Base Course 3/4" crushed rock 4.5 compacted to 95 percent or greater c) Subgrade consisting of select 12.0 silty fine to medium sand with CBR = 7.6 or greater, compacted to at least 95 percent of maximum dry density During construction, the proposed paving areas should be uniformly excavated to a depth equal to the combined total thicknesses of Lines (a), (b), and (c) shown above. The exposed surface should then be scarified to a depth of 6 inches, moistened or dried as necessary to an optimum moisture content and uniformly compacted to at least 90 percent of maximum dry density as determined by BENTON ENGINEERING. INC. -li- the ASTM D 1557-78 method which requires 25 blows of a 10-pound rammer falling from a height of 18 inches on each of 5 layers in a l/30th cubic foot mold. All compaction shall be done under continuous engineering inspection, with reliable field density tests taken at intervals not to exceed one foot vertically and 100 feet horizontally. Field density tests shall verify that the soil below the subgrade soils is compacted to a minimum of 90 percent of maximum dry density. The maximum vertical thickness of lifts shall be 6 inches after compaction. Next, the on-site subbase soils, having a CBR of at least 3.5, 4.5, and 7.6, respectively, shall be placed as described above and each layer shall be uniformly compacted to at least 95 percent of maximum dry density. The base course shall then be placed at optimum moisture content and shall be uniformly compacted to at least 95 percent of maximum dry density as described above, prior to placement and compaction of the asphaltic concrete paving and/or placement of the Portland cement concrete. If soils are encountered which have CBR values less than indicated, and with more clay than those tested or that are spongy or move under heavy equipment loads, then these soils should be removed and shall not be used in paving areas. Respectfully submitted, BENTON ENGINEERING, INC. ;on, £ivil Engineer RCE No. 10332 and Geotechnical Engineer No. 138 Distribution: (5) Hawthorne Machinery Company Attention: Ms. Rosie Randenberg PHB/jer BENTON ENGINEERING. INC. LEGEND In<iica4e* /\ppt-c>ximaVe. Location O? "TesT VSormeg tnolteases Avproximafe LOGOf ion Of C.B.^". BENTON ENGINEERING, INC SAN DIEGO, CALIFORNIA UOCATIONJ OF TEST MA,CH\MERY COMPANY LAS PALMAR OKWE AWO CWVUNO V\DA SCALI : DRAWN DATE : PROJECT NO DRAWING NO LU2<Z H > DEPTH/FEE1" 3~ 4- 5- — 6- 7- 9- 10- U_~ 1?— 14- 15-SAMPLENUMBER1 2 (l1)^""^ (%) 3 |4| (3) zo SOILCLASS1FICAT1SYMBOLWM '•'%'/ -W'S.t ¥*%-'/?'? f '/•?*£?''{ lx//s./.'sw*& {"f/xtyc/'J-F/.y.*ftf •/,/•*'•£'/~/^'s '$$&. '*•'/%'/>*>.*/:SS,'S.*.ttf-x'/t 'f '*'/**/ $$&'0$'$&& $$/ $& F^'fAj-j Wrfli'J m kirff.1 • jlifttfl t]>].lj^ Wfl SUMMARY SHEET BORING NO. 1 ELEVATION 186.0' Gray Brown, Moist, Loose Compact Mixed with 30% Fine Sandy Clay, Occasional Pockets and Layers of Silty Fine Sand Gray Brown, Moist, Compact Approx. Level Contact Dark Gray Brown, Moist, /tedium Finn to Firm Light Gray Brown Pockets with Clay Binder Light Brown and Gray, Moist, Medium Compact, !$" to 2" Bedding Planes in Alluvium, Continuous, Approx. Level Some Interbedded Lenses of CLAYEY FINE SAND FINE SANDY CLAY SILTY FINE TO MEDIUM SAND > OH K|Lw!£zo>mo.Ill5 if 6.2 6.2 3.1 • £50 15 12 16 .4 .0 .2 £H DRY DENSfLB3/CU. F107. ( 106.2 100.: m,.-8HEARRESI3TANCKIPS/SQ. F2.65 1.41 1.89 Clayey and Silty Fine Sands Continued On Drawing 3 O Indicates Undisturbed Drive Sample PROJECT NO. 88-11-25A Indicates Loose Bulk Sample BENTON ENGINEERING, INC. DRAWING NO. 2 F 11 1026«5 acs-~o-C4J X fC u fflo rH/FEET0. Ul O 16- 18- 1Q — 20 - _ F ui or-i inQ.Q3 22Ocoz (*) •BOJE 88-]SOILIFICATIONMBOL"» >coco o [$!$ *$$•/$$ iil *$$, &v% *r$$£& CT NO SUMMARY SHEET BORINQ NO. 1 (Continued) Light Brown and Gray, Moist, Medium Compact,*?" to 2" Bedding Planes in Alluvium, SILTY Continuous, Approx. Level FINE TO MEDIUM .Some Interbeddod Lenses of SAND r (Clayey and Sfltv Fine Sands Dark Gray Brown, Hoist, CLAYEY Medium Firm to Firm FINE SAND Gray Brown, Moist -¥1IC L FINt T1 SANDY CLAY r .ight Gray Brown, Moist, Very CLAYEY F1nB FINE SAND BENTON ENGINEERING, INC. > , , w5^ "-0° ^m w»» 5t * SJ ff2Q^ 0 9,3 22.6 103.3 3.34 DRAWING NO. 103086 tu fflo H 3 DEPTH/FEEi •_.-. _ 2- 3- 4- 5- 6" 7- 9- 10- 19 — 13- 14- ™ tuff -JUJ 0.0ssocoz 1(i) (2) rr> zo SOILCLAS8IFICATSYMBOL'X/*/jV^ '•/'/•'i''*; •<y$y.*s'.{.)?•*'/; r^j^^/y'.'/•xss.j V^VVV &?$$'' fy-A'S-jfy (tf.'S.S-ry '.•f'fS-r-z pWffli i I* f I'.ili'tj.l'.r [|||j '>fy& $&, *$jf. '*• 'J y.'/- 's/ •%•?'•?/;} rj&#ri '*/W& $&•?% ',*•** ' *^L SUMMARY SHEET BORING NO. 2 ELEVATION 197. Q' Gray Brown, Moist, Loose 1i Compact, Mixed with 20-30% Fine Sandy Clay Approx. Level Contact Dark Gray Brown, Moist, Light Gray Brown, Moist, Medium Firm, Little Porous Light Gray Brown, Moist, Very Firm, Marginal Clayey Fine Sand Merges Light Gray Brown, Moist, Very Firm PROJECT NO. 88-11-25A CLAYEY FINE SAND \ SILTY FINE TO MEDIUM SAND SILTY FINE TO MEDIUM SAND FINE SANDY CLAY CLAYEY FINE SAND > §H* z»UJCL if 3.1 15.4 18.5 * Sm> ""60 7 16 14 BENTON ENGINEERING, INC. .2 0 4 H *~DRY DENSILB3/CU. F94.1 112.2 112.2 uit.*SHEARRESISTANCK1PS/SQ. F0.59 2.96 3.65 DRAWING NO. 4 . Fill 102689 Ul2 CO O H 5 DEPTH/FEI1- 2- 3- 4~ 5— 6- 7- 9- 10- 11- 12- 13- ^ 14- -JtU O.CQss Owz 1 2 0) (£) 0) zO SOILCLAS8IFICATSYMBOLWj{j(:te f-J$/Sy "'/".t-j'S-/ '$M?$M ^.•f^f^. / *'/,/,)*• I** I1 r/-/r '/*.'/.%< '£/•?;'/ > (^/•^V-^ '^ytj'^V' */.'/.'/• /~i f-fy'vfXs I l.'h tf 1 J j$f[l Ii-Ut'j'il Mil>!ir -i i. i Ijtfij?|^]j¥}jj lJ'ii^K [{•r'flflj i^vfll4 rW*14l'M4t:! SUMMARY SHEET BORING NO. 3 ELEVATION 196.0 Light Gray Brown, Moist, | Loose Compact Approx. Level Contact Dark Gray Brown, Moist, Medium Firm Light Brown, Moist, Medium Firm to Firm Light Gray Brown, Moist, Medium Firm to Firm CLAYEY FINE SAND SILTY FINE TO MEDIUM SAND SILTY FINE SAND > O|^ zoIU£ It' 9.3 6.2 6.2 O "" rrS01 "•5° 9.3 11 14 PooJf,C\irN.a BENTON ENGINEERING, INC.OO-11-Z5A .4 .0 £•-'DRY OEN3LBS/CU. F102.5 106.7 99.1 IUH'SHEARRE3I3TANCKIPS/SQ. F0.56 1.30 1.35 DRAWING NO. 5 Fill 102605 Ul2<Z l_ UlUlu.«•» * —1™Q. Ula n 1- "" 2- 3" 4- 5" 6 *-v 7- "• 8- ^ 9~ 10- 11- 12- 14- W_ ujCCJUI 0.03 O«z 1X 2 Ci) (D (3) zo _i^0OE§ *•* tn ^™ jo &>&# HIV'SJv? %?%E'•?$??']?*'•'Z'S'S S.; $*$% •f^^y^-i''J'S. •/•/.'•>-i*.**/'^ •t.^^V-XJ ^ 'SS,*/X * *r;y'$$i ?*£?%; /fs$$'-. W •*'/.'/•.r'.f.S'S'/* t r-/> ^^vfC^.j^/Xj 'S'.t't'/'j''.7-'<*XS-?: y-r.-j-sjf'itfS^JC. ffjjftj |i'4'Mj: }t:{l:}l| ffi-ftjj-•iVilljf V J V L • r Tif|c}: 'f-.ilvj'. tlTjSl l?!iffi- SUMMARY SHEET BORING NO. 4 ELEVATION 197.0' Gray Brown, Hoist, Loose Compact, Mixed with 30% Fine Sandy Clay and Occasional Pockets and Layers of Silty Fine Sand Dark Gray, Moist, Compact, Mixed with 30-402 Silty Fine to Medium Sand, Few Roots Approx. Level Contact Dark Gray Brown, Moist, Medium Firm Merges Light Gray Brown Pockets with Slight Clay Binder Light Brown and Gray, Moist, Medium Finn PROJECT NO. 88-11-25A CLAYEY FINE SAND CLAYEY FINE TO MEDIUM SAND SILTY FINE TO MEDIUM SAND vOH" Z COU| £ VUJ * E|fo 6.2 1.5 6.2 Q ^f ^m•£ ^^ 10.7 12 12 BENTON ENGINEERING, INC. .2 .7 K t*!"• UJD 00 ^^>- CO 109.! 95.2 102. S * <gt iu J d £A «•• ^* LjO. 2.83 1.09 1.45 DRAWING NO. 6 | Fill •i 102685 Ul2 ao » DEPTH/FEET2: 3- 4- 7- 8- 9- 10- 11- ^ 12- 13- 14- 15 tuff -JUI0.0) SS«0>Z ( ( ( jj 2j) ^ s3) o 5J '•/'>Vvc^•yxx^x F/i'SS's.'j 'S^'sS.y*?tf'X-y.'ifj'. r/.xj*S-' rJtJytftS **%J?/y }""SvfS.'Jj' $$iBf [j;ti J i'l feftijl ^ >]'/•[• i'j{ff|ii III KL4?l}{; SUMMARY SHEET BORING NO. £ ELEVATION 197. Q' Light Gray Brown, Loose 1 Compact Approx. Level Contact Brown, Hoist, Finn Herges Light Gray Brown to Brown, Hoist, Firm Very Firm PROJECT NO. 88-11-25A CLAYEY FINE SAND FINE SANDY CLAY SILTY FINE SAND z »WCL 15.4 15.4 18.5 FIELDMOISTURE% DRY WT.13. 10. 14 BENTON ENGINEERING, INC. 1 5 .7 DRY DENSITY |LBS/CU. FT.112.7 108.; 109. C SHEARRESISTANCEKIPS/SQ. FT.2.31 2.06 3.40 DRAWING NO. 7 Fin 102686 UJ2 <no UJz o I UJ _Ja.2 tuoK. UJa. oV) oo 0.2 0.4 CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0-6 0.8 I 2 Boring: 1 'Sample: 2 Depth: Boring: Sample: Depth: Boring Sanple Depth: O INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE • INDICATES PERCENT CONSOLIDATION AFTER SATURATION MOJECT NO. 88-11-25A BENTON ENGINEERING INC. DRAWING NO. 8 CONSOLIDATION CURVES 02 LOAD IN KIPS PER SQUARE FOCI 0.6 08 1 2 Boring: 4 Sample: 1 Depth: 10' Boring: Sample: Depth: a<at o>o O INDICATES PERCENT CONSOLIDATION AT FIEtO MOISTURE 0 INDICATES PERCENT CONSOLIDATION AFTER SATURATION PROJECT NO. 88-11-25A BENTON ENGINEERING INC. DKAWIM6 MO. 9 APPENDIX A I **3S 1 t Bi- aio iq I I v? 0* JfSS** flitj 3*!<-I. s !I QW |Q I I ou tf **1 f -!<iS ' " jo tioquift* impnsn ft J •«£ -33 'S 'MS 'JO V SfiEl ««MXC «« •*N iwi|i J»t|*iui •>F* wful iuoj| pun PUB IMUI jo ulituujad MJO))3»jj MJI •u|Xj!iu9p| ui u|ul [1 3'lfa -sjjl^lla11 t«rff«HHiOt"sifeJ|if 3 3!|li tl^iiillSgiSii ES^-'S^aE^ES-r tollfM to IfMBtt (>M>Blunol»jdd uup 1 l!^P MI 10 atnn)*pu«* u«ao 1S».ii - Mi!si 5-1 is •3'iI*V II jo lu »|qi|*» I(M* (nil Ma|i t * M pMD aq itui «)• «tl]1 J3SJ«| fl|nil Map t '*M ia)| U9 jo air Iliw i^e§!"9 t sb,, o?^E i!^»^-E2S §^30 3£cgge 5="22 ?!i £«•£• I*Jr osMUI •Aap put nt||S MI' !S s nb|| M9|f 007 *|»l«ll JO •||0t pM|l mtui |0 lint u* 1 l 113 •* » «S l~S5e5a.:5ga iS bE2fis-5B.ae 3* 83l:h«»s11'..•s^p"^!^^ Ii I ^o =fi-iee«j*a S Si ^"^Sfil^Sft5 I* ii'srhf: *f .V»U|al 1i«i!!l I*"~u£"sj ;1 II sti;8i:.-52i5E:55»2tl-ii-;s -§s°ai5M-ZS* = £sS8."g!£5a.il!-2?S|sl5S-sHli|i;a;s5.=2^TS'-a3< £ vrs BENTON ENGINEERING, INC. APPLIED BOIL MECHANICS FOUNDATION* • •40 RUFFIN ROAD • AN DIEGO, CALIFORNIA Illtl PHILIP HCNKINO BENTON APPENDIX AA PKRIIDKNT . CIVIL CNaiHIIN *-"V:*" "" TlklFHONI <tff > •••-!••• STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND 1. General Description The objective is to assure uniformity and adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The procedures include the clearing and grubbing, removal of existing structures, preparation of land to be filled, filling of the land, the spreading, and compaction of the filled areas to conform with the lines, grades and slopes as shown on the accepted plans. The recommendations contained in the preliminary Soils Investigation report for this site and/or in the attached special provisions are a part of these specifications and shall supersede the provisions contained hereinafter in the case of a conflict. The owner shall employ a qualified soils engineer to inspect and test the filled ground as placed to verify the uniformity of compaction of filled ground to the specified 90 percent of maximum dry density. The grading contractor shall have the responsibility of notifying the soils engineer 48 hours or more in advance of the start of any clearing or site preparation so that the soils engineer and/or his field representative will be able to schedule the manpower for the required inspections. The soils engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. No deviation from these specifications will be allowed, except if amended by written instructions signed by the responsible soils engineer. 2. Clearing, Grubbing, and Preparing Areas to be Filled (a) All brush, vegetation and any rubbish shall be removed, piled and disposed of either off site in a legal disposal pit or in a specified permanent approved landscape area so as to leave the areas to be filled for approved structural support free of vegetation and debris. Any soft, swampy or otherwise unsuitable areas shall be corrected by draining or removal, or both. (b) All loose fill, topsoil, alluvial deposits or other unsatisfactory soil shall be removed to the limits determined by the soils engineer. Subdrainage systems shall be installed in the bottom of all canyon areas and in areas whenever ground water conditions are likely to develop beneath the compacted fill soils. .(8/27/37) APPENDIX AA -2- (c) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6"), and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. (d) Where fills are made on hillsides or exposed slope areas, greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the design toe stake placed at the natural angle of repose or design slope. Offset stakes shall be provided to leave in as reference stakes for the construction of the filled ground slopes. The soils engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. (e) After the natural ground has been prepared, it shall then be brought to a moisture content at a few percent above optimum moisture and compacted to not less than ninety (90%) percent of maximum density in accordance with ASTM D1557-78 method that uses 25 blows- of a 10 pound hammer falling from 18 inches on each of 5 layers in a 4-inch diameter cylindrical mold of a l/30th cubic foot volume. Fill Materials and Special Requirements The fill soils shall consist of select materials so graded that at least 40 percent of the material passes a No. 4 sieve. This may be obtained from the excavation of banks, borrow pits or any other approved sources and by mixing soils from one or more sources. The material used shall be free from vegetable matter, and other deleterious substances, and shall not contain rocks, or lumps, or cobbles, of greater than 8 inches in diameter. If excessive vegetation, larger diameter cobbles, rocks and boulders, or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the soils engineer. If, during grading operations, soils not encountered and tested in the preliminary investigation are found, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. The testing and specifications for the compaction of subgrade, subbase, and base materials for roads, streets, highways, or other public property or rights-of-way shall be in accordance with those of the governmental agency having jurisdiction. (8/27/87)BENTON ENGINEERING. INC. APPENDIX AA -3- 4. Placing, Spreading, and Compacting Fill Materials (a) For mass grading, suitable fill material shall be placed in loose layers,, moistened to 4 to 6 percent above optimum moisture content, and which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to ensure uniformity of material and moisture in each layer. (b) For compacted filled ground placed and compacted for subgrade support, for base and pavement under roadways and parking areas, the 6-inch thick layers of compacted filled ground to be placed and compacted within the upper 2 feet of finished grade shall be moistened to optimum moisture content, based on the ASTM D 1557-78 method and each layer shall be compacted to at least either 90 or 95 percent of maximum dry density as specified in the accompanying soils investigation report or specific project specifications, or as specified by the governmental agency. . - (c) When the moisture content of the fill material is below that specified by the soils engineer, water shall be added until the moisture content is at the moisture as specified by the soils engineer to assure thorough bonding and uniform densification during the compacting process. (d) When the moisture content of the fill material is above that specified by the soils engineer, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is at the moisture as specified by the soils engineer. (e) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than ninety (90%) percent of maximum density in accordance with ASTM D1557-78 method as described in 2(e) above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. Rollers shall be of such design that they will be able to compact the fill material to the specified density. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to ensure that the desired density has been attained. The entire areas to be filled shall be compacted. (f) Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. The sloping surface shall be cat-tracked daily while the fill soils are still at field moisture conditions 2 to 4 percent above optimum. Compacting operations shall be continued until materials within the outer 1.5 feet are uniformly compacted to 85 percent of maximum dry density or greater, unless \8/27/87) BENTON ENGINEERING. INC. APPENDIX AA -4- a different relative degree of compaction is specified by the local governing agency. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. (g) Field density tests shall be taken by the soils engineer for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in elevation gain if required by the soils engineer. The location of the tests in plan shall be so spaced to give the best possible coverage and shall be taken no farther apart than 100 feet. Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The soils engineer will take additional tests as considered necessary to check on the uniformity of compaction of the exposed slope areas as well as in the building prism areas. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been attained. (h) The fill operation shall be continued in six inch (6") compacted layers as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. 5- Inspection Sufficient inspection by the soils engineer shall be maintained during the filling and compacting operations so that the specified inspection and field density tests can be reported to the governmental agencies upon the completion of grading. 6. Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits When the work is interrupted by rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of the fill are as previously specified. 7. All recommendations presented in the "Conclusions" section of the attached (preliminary) soils report are a part of these specifications. (8/27/87 ) 6CNTON ENGINEERING, INC. BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS FOUNDATIONS 5540 RUFF1N ROAD SAN OICOO. CALIFORNIA »21 23 APPENDIX B PH1UP HENKINQ BENT ON PHKIIOKNT - CIVIL ENGINEER TELEPHONE <6\9) S65-IBSS Sampl1ng The undisturbed soil samples are obtained by forcing a special sampling tube into the undisturbed soils at the bottom of the boring at frequent intervals below the ground surface. The sampling tube consists of a steel barrel 3.0 inches outside diameter, with a special cutting tip on one end and a double-ball valve on the other and with a lining of twelve thin brass rings, each one inch long by 2.42 inches inside diameter. The sampler, connected to a twelve 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 in 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 tests. The driving energy is calculated as the average energy in foot-kips' required to force the sampling tube through one foot of soil at the depth at which the sample is obtained. 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 brass liner rings in which 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 One-inch high samples confined in the brass rings are permitted to air dry at 105° F for at least 48 hours prior to placing into the expansion apparatus. A unit load of 500 pounds per square foot is then applied to the upper porous stone in contact with the top of each sample. Water is permitted to contact both the top and bottom of each sample through porous stones. Continuous observations are made until downward movement stops.. Th«:'d1al reading is recorded and expansion is recorded until the rate of upward movement is less than 1/10000 inch per hour. CERTIFICATION OF COMPLIANCE - ~ CITY OF CARLSBAD Plan Check No. ftX / 72 O DEVELOPMENT PROCESSING SERVICES DIVISION ~^ - f — 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: y( Carlsbad Unified _ San Marcos Unified \ 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) _ Encinitas Union Elementary _ San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: rQb(o6 CAWM t/W foU.C APNx?/ Project Address: VUfLLQUJ f ftOf C fiTV^S RESIDENTIAL: SQ, FT. of living area _ Number of dwelling units SQ. FT. of covered area t^jgftffi" SQ. FT. of garage area ^—COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA ^7^ I / t l/-2*-6 /Prepared By K Y01- _ Date ^ FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Other Residential Fee Levied: $ _ based on _ sq. ft.@ Comm/Indust Fee Levied: $ | 3S"7- ^T~ based on J*. ^3^ sq. ft.@ H j$V > Q Qfe V . U US istrict Official * Title AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. LUSARDI CONSTRUCTION COMPANY Building Construction Engineering Construction Civil Engineering State License 207287 July 27, 1989 7/28/89 CB 881723 HAWTHORNE CHANGE /APPROVED. MARTIN ORENYAK, DIRECTORCity of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92008 Attn: Wayne Morgan Re: Hawthorne Machinery - Carlsbad Dear Mr. Morgan, We are writing this letter at your request regarding field revisions to the on-site domestic sewer line at the referenced project. The change was made for two reasons. First, due to the invert elevation of the existing sewer lateral and the finish floor elevation of the building, the maximum slope achievable was 1/8" per foot or 1%. Second, for future maintenance considerations, Hawthorne Machinery requested that the sewer be moved into a more easily accessible area. Therefore, the sewer line was moved out from under the slab on grade. OPMENT Thank you for your cooperation, do not hesitate to call. Sincerely, LUSARDI CONSTRUCTION CO. If you have any questions, please HAWTHORNE EQUIPMENT John E. Dempsey "Project Manager John M. Kavanagh (\ leail Estate Manager cc: Scott Free - Lusardi Construction Co. JED:mls\1940.fr San Marcos Corporate Office 1570 Linda Vista Drive San Marcos, Ca. 92069 619/744-3133 FAX 619/744-9064 Laguna Hills Office 26941 Cabot Road, Suite 124 Laguna Hills, Ca. 92653 714/582-7288 FAX 714/582-7521 CoacheUa Valley Office 54000 Hlgfiway 111 Coachella, Ca. 92236 619/398-8322 FAX 619/398-0439 City of Carlsbad Community Development? May 25, 1989 John M Kavanagh Hawthorne Machinery Co Box 798/4200 Kearny Mesa Road San Diego, Ca 92112 PLAN CHECK 88-1723 Your request to eliminate tailpipe extensions, Sec 905, 1985 Uniform Building Code, is approved for the reasons given in your letter of May 24, 1989. Your letter 1s made part of this decision and is numbered Page 2. MARTIN ORENYAK, DIRECTOR^ c: Sergio, Esgil Corporation 2O75 Las Palmas Drive • Carlsbad, California 92OO9-4859-(61 9) 438-1161 HAWTHORNE MACHINERY CO. Box 70S / 4200 Kearny Mesa Road May 24 1989 San Diego, California 92112 (619) 277-2260 TWX 9103809050 Mr. Tony Mata Building Inspection City of Carlsbad 2075 Las Palmas Dr. Carlsbad, CA 92009 Re: Hawthorne Machinery Co. Plan Check #88-1723 Dear Mr. Mata: It was recently determined the service shop portion of the above referenced project should be rated as an H-4 occupancy to permit the occasional welding activity for minor repair. Any major repairs, welding or otherwise, are returned to our main facility in Kearny Mesa. While the revised envelope meets the H-4 occupancy requirements we are seek- ing an exception to the need for "Tailpipe Extensions" as provided in section 905 of the 1985 U.B.C. The reasons supporting the request for this exception are as follows : 1. The roll-up doors in the service shop are always open during business hours. 2. The equipment is not run in the service shop except to enter and exit . 3. Exhaust fans have been provided in the revised mechanical drawings. 4. Due to the nature and location(s) of the various exhaust systems on the different equipment, it would be impractical if not impossible to provide tailpipe extensions for all of the different equipment that may from time to time be in the service shop. Because of these reasons, we feel the requested exception is reasonable and presents no health or safety hazard. Sincerely, JdHn M. Kavanagh * JMK/cga cc: Richard Marsh - Plant & Cook fH| YOUR CATERPILLAR DEALER] PRELIMINARY ESTIMATE For;10 HENRY WORLEY ASSOCIATESa MMMnwa a FLANNUM •AH HMO. CA Mill (TM| m-mt Job M*By. NO.ITEM QUANTITY UNIT UNIT PRICE ITEM PRICE 2* mbe 6 64 o o Q 0 G 0 <? 3 9 0 1&0.000 1£!L ££4 ? ? 5-7 * 7? 5 tZ* o 5h*«l. PRELIMINARY ESTIMATE For: Job By. ID HENRY WORLEV ASSOCIATESCMLIMOINUWNO Q lumcviMa a HAMMING MM MHO, CA •«« m« m-mt ITEM QUANTITY UNIT UNIT PRICE ITEM PRICE 60 r c\e oto <'Gfr 0k *&rrse 0&V frb S" Mk ^frb \£\W 2&L W\$ \fWW 5K..I. <\\ 3o