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Home My WebLink About2781 ARLAND RD; ; CB901415; PermitBUILDING PERMIT Permit No: Project No: Development No: Job Address: 27 AND DH Str : F1: Ste: Parcel No: 156-141-09-00 Valuation: 308, 355 Construction Type: VN Occupancy Group: R3/M1 Class Code: Status : Description: 3038 SF+ 1247 SF GAR + 102 SF Applied : : DECK Apr/Issue: Validated By: Permit Type:eMILY DWLNG - DETACHED ClC;S 01,'22/7j 3fiGJ ,)I, Awwl/Ownr : DCC CONSTRUCTION 619-434-3135 __ 2892 JEFFERSON ST CARLSBAD, CA 92 CONTRACTOR : DCC CONSTRUCT 2892 CARLS OWNER : FENDRIC x** Fees Requir _______------_____ Fees : Ad justnients: Total Fees: Fee description ---________-____-_ Building Permit Plan Check Strong Enter Motion Fee ' Y ' to Autocal' Enter 'Y' to Autocalc" Enter Number of EDIJ's Enter 'Y' to Autocalc M Enter Park-in-Lieu Dist x BUILDING TOTAL Enter "Y" for Plumbing Issue Fee Each Plumbing Fixture or Trap > Each Building Sewer > Each Water Heater and/or Vent > Gas Piping System > Each Vacuum Breaker > Enter "Y" for Electric Issue Fee > PLUMBING TOTAL Single Phase Per AMP > ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' fur Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL 19.00 1.00 1.00 1.00 2.00 150.00 1.00 5.00 2.00 2.50 6.50 2.50 2.50 2.50 .25 9.00 4.50 6.50 CB901415 A9001581 (i;? * ,-r ,a '.t , ti.: ~ :., .: 5 ISSUED 09/06/90 01/22/91 KZH 619-434-3135 Credits *** .00 803.00 14,761.00 Ext fee Data 1371. 00 891.00 22.00 10792.00 Y 600.00 Y 1713.00 Y PREPAID 15389.00 7.50 Y 47.50 6.50 2.50 2.50 5.00 72.00 5.00 Y 37.50 43.00 15.00 Y 9.00 22.50 13.00 60.00 CITY OF CAFILS 2075 Las Palmas Dr., Carlsbad CA L PERMIT APPLICATION City of Carlsbad Building Departmnt 2075 Las Palmas Dr., Carlsbad, CA 92009 (6191 438-1161 1. PERMIT TYPE 1 - I ICMERCIAL UNEU UTEWANT iMPROVEMEN1 ~ I - B . OlNDUSlRlAL ONEU OTENINT IMPRWEMEYT c - ORESiDENTlAL OAPARTMENT OEM00 OSINGLE FAMILY DUELLING ~MDlllDNlALlERAllW DAY IELEPRME STATE ZIP CrnE 0 AGENT FOR CMTRACTOR OWNER @AGENT FOR OUllER ADDRESS CITY uk STATE ZIP CWE DAY TELEPHONE OUNER . OLESSEE OTEVANT . _- e ADDRESS PROP TY OWNE 5' NAME L & Ab&= CITY STATE ZIP CWE OlI TELEPHONE ADDRESS zw 3 B-EEbv 57 rnwwh 6. CONTRACTOR ZIP CWE DAY TELEPHONE &&L LICENSE CLASS CITY BUSlYESS LIC. X ,5-6( f 00 or a cwfifimte of workers- c-marion insurance by an adnitfed insurer. 01 an exact cow 01 duplicate thereof certified by the DireSfoT of the insurer thereof filed Mith the Building Inspection Departmnt (Section 3800, Lab. C). IYSURANCE CMPANV POLICY NO. c. (24 1s EXPlRATIM DATE lwo Certificate of Exaption: so e* to kmr **fit0 the W$n 8 C-nsafion L~IE of California. I cerfif that in the performnce of the work for rhich this permit il issued. I shall Mt -loY am PrsM in my MYIMCI \ SIGNAlURE TE 9.L .9Q a. OWN~R-B~LDER DECL~RATI~N m that I am eiewf frm the Contractor's license LBI fa? the following ~eson: rith wages as fhcir sole cnpenssfion. wiLI do fhe wrk and the sfrmfwe is not infended or offered for sale The Contractor's License Law doer not apply to an Owner Of pv-rfy Mho builds 01 inprovso thercm.. and yho does such wrk himself or through his awn enployees, provided that such inprovenntr are not intended or Offered for sale. If. however. the building or inprovonent is sold within me year of cnplerion, the o*ner-builder will have the birden of PPoYing that hedid rwf build or inprow fop the prposc Of sale.). 0 I. as 0-l Of the property. am exclusively contracting with licensed Contm~fers to conSflYCt the project (Set. 7044, B~~inePs ard Professions Code: The ContraCt~r~~ License La* does not epply to an OYMI of pvcwerfy *ho builds or imroves thereon. ard CmtlaCfs for Ouch projects with ~mflactOr(B) licensed pramnt to the C~~fracfor'~ License Lax). 0 I am ex-t w&r section (SrF. 7031.5 8u~ir-s and Plofessiom Coda: Any City or Canty uhich requires a permit to CmBtlUCf. alter. iwrove. hlish. or rapir any sfTYCtYle. prior to its ioswlre. also r-ires the applicant for such pernit to file a signed sfafmmf that he is Licensed p~smnt to the prwisimr Of the Confrecfor's Lic~nsc ~au (Chapter V. c-ncing with secfim 7000 of Division 3 of the Business and Professions cadel or fhot he is ex-t fherefrm. end the bais fop the alleged excnpfion. Any violation of Sectim 1031.5 by any applicant for a permit sbjects the applicant to B civil -1Iy of mr mre than five hdred dollars [15001). essions Code: nusi~s6 and Profersionnr code for this reason: SIGNATURE DATE CMPLETE THIS SECTIW FCX YON-RESIDENTIAL BUllDlYG PERMITS WILY: io the applicant or future wilding -xscupnt ?-ired to sutmif e buoimrr pian, acutely hazardous mtrrialr rqiafrstion fwm or risk mmgmenf and prevention program der Sectimr 25505, 25533 or 25534 of the Presley-lBml Hazardous StAStawe ACCDUnt Acf? DYES 0 NO Is the amticant or future Wilding mc-nf rwired to obtain a pmit frm the air pllufion ContlOL district or air qWlify mna-nt district? OYES 0 NO Is the facility to bc consfr~~fed within 1,000 feet Of the wfer Wry of a rchml site? OYES 0 NO IF u1 OF 1E UWRS ARE YfS, A FINAL CERTIFICATE ff CCURuc* PAY MDl E 1- AFlER -UY 1. 19M WLESS 1E UPLIWT WS El 011 IS IEEllC. ME IEWinEnu~ W TIE MFlEE ff DnbE*n SERVICES UD TL AIR POLLUllUI mlm DISlRICl. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is e cmstrmtiw leeding -y for the prfor-e of the work for *hich this permit is issue4 (Scc 309711) civil Code). LENDER'S NAME LENDER'S ADDRESS Expiration. Every permit issued by the Building official wder the pr~yisiau of this Code shall expire by limitation and bsm _I1 and void if the building or work authorized by such permit is not c-nced within 160 days frm the date of such permit 01 if the bailding or work aurhorized by such pmit is Suspended nced for a pricd of 180 days (section 303(d) Uniform Building Code). WNER &TRACTCX OBY PHONE APPROVED BY: DATE; WHITE: File YELLOW: Applicant PINK: Finance ~ FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE , U/M WATER PLAN CHECK#: CB901415 DATE: 03/06/92 PERMIT#: CB901415 PERMIT TYPE: SFD PROJECT NAME: 3038 SF+ 1247 SF GAR + 102 SF DECK DATE Y ‘ d kcL INSPECTED: -.?‘-/’y&PPROVED INSPECTED BY : INSPECTED DATE BY: INSPECTED: APPROVED INSPECTED DATE BY : INSPECTED: APPROVED FINAL BUILDING INSPECTION DEPT: 'BUILDING ~NGINEERIN; FIRE PLANNING U/M WATER PLAN CHECK#: CB901415 PERMIT#: CB901415 PROJECT NAME: 3038 SF+ 1247 SF GAR + 102 SF DATE: 03/06/92 PERMIT TYPE: SFD 1, (1 ADDRESS: 2781 ARLAND RD 7 CONTACT PERSON/PHONE#: MH/GERALD/434-3135 SEWER DIST: WATER DIST: .. FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M 'WATER PLAN CHECK#: CB901415 PERMIT#: CB901415 PROJECT NAME: 3030 SF+ 1247 SF GAR + 102 SF DECK DATE: 03/06/92 PERMIT TYPE: SFD INSPECTED: +/'1-?z APPROVED __ LI DISAPPROVED - DATE BY : INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED __ COMMENTS : FA-. , I-A~~llub ~ ~ . -i’ION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB901415 PROJECT NAME: 3038 SF+ 1247 SF GAR + 102 SF PERMIT#: CB901415 DECK ADDRESS: 2781 ARLAND RD CONTACT PERSON/PHONE#: MH/GERALD/434-3135 SEWER DIST: WATER DIST: DATE: 03/06/92 PERMIT TYPE: SFD J INSPECTED DATE BY : INSPECTED:3’6- 92 APPROVED - DISAPPROVED - INSPECTED DATE BY: . INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - ............................................................................. COMMENTS : k/A/L-K &kX= m07-i4- UP RECEIVED ufiy i~t 0 9 “1992 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLANNING U/M WATER PLAN CHECK#: CB901415 PERMIT#: CB901415 PROJECT NAME: 3038 SF+ 1247 SF GAR + 102 SF DECK DATE: 03/06/92 PERMIT TYPE: SFD FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB901415 PERMIT#: CB901415 PROJECT NAME: 3038 SF+ 1247 SF GAR + 102 SF DECK ADDRESS: 2781 ARLAND RD CONTACT PERSON/PHONE#: MH/GERALD/434-3135 SEWER DIST: WATER DIST: WATER DATE: 03/06/92 PERMIT TYPE: SFD t >d-& DISAPPROVED - INSPECTED DATE BY: INSPECTED: ?r2?T-fz APPROVED INSPECTED k DATE BY : INSPECTED: APPROVED - DISAPPROVED - COMMENTS : . CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB901415 FOR 04/03/92 INSPECTOR AREA PD DESCRIPTION: 3038 SF+ 1247 SF GAR + 102 SF PUCK# CB901415 TYPE: SFD CONSTR. TYPE NEW JOB ADDRESS: 2781 ARLAND RD STR: FL: STE: APPLICANT: DCC CONSTRUCTION PHONE: 619-434-3135 CONTRACTOR: DCC CONSTRUCTION DECK OCC GRP PHONE : 6 lp$)l5. OWNER : FENDRICK, LEO 61 MERLE PHONE : REMARKS: RS/JOE/434-3135 INSPECT0 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical -- -- -- ACT COMMENTS 1 ***** INSPECTION HISTORY ***** DATE DESCRIPTION 033092 Final combo 030692 Final Combo 102491 Sewer/Water Service 061391 Interior Lath/Drywall 060591 Insulation 060591 Interior Lath/Drywall 060391 Frame/Steel/Bolting/Welding 053091 Frame/Steel/Bolting/Welding 052291 Roof/Reroof 032891 Ftg/Foundation/Piers 032591 Steal/Bond Beam 031991 Underground/Under Floor 022691 Ftg/Foundation/Piers 022591 Ftg/Foundation/Piers 020791 Ftg/Foundation/Piers ACT INSP COMMENTS CO PD CO PD AP PD AP PD AP PD NR PD AP PD CO PD AP PD AP PD NR PD AP PD AP PD CO PD CO PD CITY OF CARLSBAD NOTICE 438-3550 BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE FOR INSPECTION CALL 438-3101. RE-INSPE(TTI0N FEE DUE? YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR WOE ENFORCEMENT OFFICER rc Chuck Hill P.O.Box 1420 Special Inspector: San Marcos, Ca. 92079-1420 619-679-8559 Off. 619-492-0434 Pager. Structural Steel, Welding, High strength Bolting, Reinforced Concrete. I REGISTERED INSPECTOR‘S - REINFORCE0 CONCRETE 2 STRUCTURAL STEEL ASSEMBLY REPORT OF: - PRE-STRESSEO CONCRETE - HIGH-STRENGTH BOLTS - REINFORCE0 MASONRY - RE-BAR WELDS PAGE 2 OF 2 SHOP - FIELD __ OTHER . H.S. BOLTS TOROUE01 CHECKED ETC. I SPECIAL INSPECTION; STRUCTURAL WELDING 03/14/91 VISUALLY INSPECTED AND MONITORED THE IN-PROCESS WELDING FOR THE FABRICATION OF THE (2EA) 8 X 6 X 5/16. 2ND FLOOR SUPPORT COLUMNS. REFERANCE DETAILS 6/A5 TUBE STEEL TO 318 THICK BASE PLATES. DETAIL 13/A6, (2EACH) CCO-6 SIMPSON CAPS TO TUBE STEEL COLUMNS. CHECKED WELDING ACCORDINGLY: JOINT FIT-UPI EFFECTIVE SIZE AND LENGHT, CERTIFIED WELDERS, NO VISUAL DEFECTS. THIS WORK DOES MEET THE DESIGN, A.W.S. D1.l AND U.B.C. REQUIREMENTS. ~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED. AND TO THE I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE BUILDING UWS. &Gb754h/ SIGNATURE OF REGIS@fiEO fNSPECTOR cw479 REGISTEREO NUMBER ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 5601468 DATE : I- 4-71 JURISDICTION: c/ l'y OF cC?a 3 Reo PLAN CHECK NO: 90- l4lS SET: PROJECT ADDRESS: z792 Iff tHcn/SD J PROJECT NAME: SFD +,e- FE/dDElCk The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- 0 necessary and substantially comply with the jurisdiction's cies identified bad Ud are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be corrected 0 The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. 0 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 the plan check has been completed. Person ESGIL CORPORATION L~G 10 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (610) 560-1468 DATE : ID- 19- 90 JURISDICTION: c17-1-1 Of cfiELLsBi4D PLAN CHECK NO: __ 30 - 14r.s- I SET: PROJECT ADDRESS: amz f-tiwcnu\/D - PROJECT NAME: w=!> Fort ~i~~ierc~c FILE COPY qups ?;DESIGNER ... 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 axr? 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: JOE- swAJp(-q ~ zx9z J EFFE~WN sir ~A~RLWWD, re. 9 zaot t 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 C REMARKS : By: PA€ DoCIFtJrC Enclosures: ESGIL CORPORATION lp - (1- 79 OGA OAA URN ODM Date plans received by plan checker: f - /I - JURISDICTION: eaasr?nP PLAN CHECK NO.: 90 - Date plan recheck completed: t'//7/zy By: ~flc/~d~g PROJECT ADDRESS : 27 9 2. d-/ &/f uh/D TO: JOE SfiAJDw ' Zg7% JEFFE+IZSDA/ ST CSk?FiL5Af?D. C# . 72008 ,, RECHECK PLAN CORRECTION SHEEr FOREWORD: PLEASE READ .. Plan check is limited to techical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these &<?IL cbe~e~ nod items. y3.7,9 cf+€5fiF#,eE DE?. SZ ZOY @ Please indicate here if any changes have 5*AJ U/G&O, CY.? I 9212.5 been made to the plans that are not a result To facilitate rechecking, please identify, of corrections from this list. If there are next to each item, the sheet of the plans othw changes, please briefly describe them upsn whicii each correction on this sheet has been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. 0 A. pLANs 0 and where they are locatrd liii the plans. 0 Yes No 5, F/dHC TE7-2 QF PLr3Nl FOR 5;16~,'/+TurGzEs , 6. re U~~LLS ..MJ,~ SOFFITL OF rt+~ ~~-7~0~4 ~WF '=/r* pz dl3 y M L4sr f3F 0,- Qn)Q - /&&LE?- f=/Ep /?-&--~/§.-~llJE co,+Tfzy.c.TiW . 7. ~I~OWIPE- emIJgp P-AJEEGY Cc.?C;I..L 8 CY. owh~Giz uwsr sl~l~ C&FC rK- EdEp~L,, WL..; J ?t 9fFcIFy t TI.%", us&-' 0 F- ,T/-&c fi 7 7 IC. 2 /;>H Cx-J, I I-.. --.-- (e, tTFUICE- I L'o~,.+T/D/~.~ OF Gejl7 UAJg e ojJ T//-tz- ,pc>bf FrzJj!.f,.~./Li ,r-c*7/1, -r#c 5 /-ILLST BF 10 Ciut? (IJI~LL ppr-.l --/. 4, 3 I Form NO. RPCS.41290 I . .. 1 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUlTE 208 SAN DIEGO. CA 92123 (619) 56e14.68 DATE : Q- 17- 90 PLAN CHECK NO: 90 - 1415 SET: CUPS JURISDICTION: CARLSBAD ZDESIGNER PROJECT ADDRESS : 17 72 cfl GdLr3h/D The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. 0 necessary and substantially comply with the jurisdiction's . The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be corrected @ The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. a The applicant's copy of the check list has been sent to: JOE *dDM . ax92 JGt=l=EZSoh) ST WeL5mD. cL3. 720og I Esgil staff did not advise the applicant contact person that plan check has been completed. been completed. Person contacted: 0 Esgil staff - did advise applicant that the plan check has Date contacted: 4 Telephdne II '> a REMARKS: ci ry S7iSF/*h -~//&W /& 6lLS By: @f3 6 DOLICZUTLY Enclosures: ESGIL CORPORATION 9-7-70 OGA OAA Ow ODM 7 RMalFmcrIm~ QmorwusBAQ ~?~YuB)llIIpLwoyBLIllGs Date plans received by jurisdiction: Date plans received by Bgil Corporation: 9- 7-7n Date initial plan check completed: 9/17!9D By: I5 POLfEAmS Amlicant contact wrson: FoRuum: PImsKRgAD Plan check is limited to technical requiremnts contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, NatiOMl 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 my have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other depsrtmcnts. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 KEC (eff. lO/Z8/87) 1988 WC (eff. 1/1/90) !be above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled item listed need clarification, modification or change. All item have to be satisfied before the plans will be in conformmce with the cited codes and reguletions. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To smed UD the mheck Dr ocess. note on this list Jor a CODV) where each c orrection item has been addressed i.e.. ~lan sheet. swcificetion. etc. Bq sure to encl ose the marked UD 1 ist when You submit, the revised ~lan~. rims: PAGE mums AW nm m ssqma~ AS PAG~B~VIII:~ w6 l~pllllc asmcncm mmcu,mr~. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplmts. (1988 UBC) PWIS ,A' Show on the title shot all structures, pools, walls, etc. included under this application. Please make all corrections on the original Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that my have been permit application filed should be clearly returned to you by the jurisdiction, to: identified-as "not included." Esgil Corporation, 9320 Chesapeake Drive, f Clearly show if the lower level is a basement Suite 1208, San Diego, California 92123, or e story, based on the definitions in (619) 560-lh68. Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension ,d Please make all corrections on the original the distance to the floor above, for story detemination. On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. / Indicate on the'Title Sheet of the plans, the name of the legal owner and ram of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must ba signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 0 5. fv Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage. carport, patio, deck and balcony. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC. VnC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimansions and all easements. Show location of all cut or fill slopes. Show finish floor elevetions and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). SEE P. Z- OF SolLS @POKT I Indicate distance from property lines to proposed building. Section 302(d). Section 302(d). RUIUIRED SPECIAL INSTRUCIIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. ITD4 REQ. IF FS4ARKS CHECKED SOILS COHPLIANCE PRIOR To FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED sm FIELD WING HIGH STPE" BOLTS MPANSION ANCHORS SPECIAL HASONRY SPRAYED ON FIRE PRMlFING PILES/CAISSONS DESIGNER-SPECIFIED OTHEP FIREPRlxKm ow r/ Exterior walls closer than 3 feet to property - lines shall be one-hour rated construction and have no openings. Table 5-A. 7 . ' Exterior walls closer rtw 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,M)O square feet. Section 1709. #. Projections, including eaves, my not extend more than 12 inches into the 3 foot setback from che property line. 6 Eaves over required windows shall be not less than SO inches from the side and rear property lines. Section 504. 4. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Section 1710. J. / A. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. detector: a. Centrally located in corridor or area b. On each story. E. In the basewult. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e. In rooms adjacent to hallways serving bedrooms, when such room have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in a sleeping of the unit. Section 1210 & when the valuation of a room addition or repair exceeds $1,000, or when sleeping row are created, smoke detectors shall be provided at existinp bedrooms per item 19 above. Section 1210. $ Show location of permanently wired smoke giving access to sleeping rooms. . Habitable rooms, other than kitchens, shall ' conolin at least 70 square feet of floor area. At least one row shall have not less than 120 square feet of floor area. Section 1207 (b). #. Window area must k at 1-t 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in enable window area in habitable rooms murt y* 2 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry roo05 and similar rooms 1/20 of area is re uired and minimum is 1.5 sq. ft. Section 1205 ?a). 2/ At least 112 of the cmn wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1203 (a). . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet. the lonper side is at least 65% open. and &e porch ;;buts a street, yard or couri. . Section 1205 (a). #. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Show discharge point for exhaust air to be at least 5 feet from any medwical ventilating intalta. Section 1205(c). Ductless fans mot be used in bathrooms if a tub or shower is present. No habitable room, other a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Section 1205(c). Show that ceiline height for habitable ewmS is a minimum of 7 6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Dimension on the plans the 30" clear width for water closet cDmpartmMts and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the sane 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. Section 1207 (a). - .. m' Glazin~ in shower and tub enclosures shall be u teqered. laminated or approved plastic inClUdinR windows Within 5 feet of tub or s ower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 sjuare feet with the minimum openable width 20 and the minimum openable height 24". Section 1204. Basements in dwelling units shall caly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors SeDaratine units in a dmlex shall be of 'one-h& fire-resisiive construction. Section 1202(b). A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. MITS. sIA.mw AYS. AM) RAlLMGs Floor5 above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit dooways shall ba not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. - Provide stairway and landing details. 3306 (b), (c) and (p). Section a. Maximum rise is 7" and minimum run is 11". Wen the stairs serves less than 10 occupants, or serves an unoccupied roof, ris~ may be 8" maximup and run 9" minimum. b. MinimuD headroom is 6'4''. c. Minimum width is 36". satisfy the following: $. a handrails per Section 3306 (j), shall a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/72', nor mre than 2" in cross-sectional dhsiori. 4/ Every staiway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (p), 3304 (j). An interior door may open inward at the top 4$ step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (i). Provide details of winding staiway complying ' with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. c. b. Maximum rise is E inches. C. Minimum width is 36 inches. 3110190 I. - ' ..~ - . .. . . ... . . . #. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 112 inches measured at a inches from where the treads are point 12 the narrowest. b. )laximum rise is 9 112 inches. Faximum E. Minimum headroom is 6 feet 6 inches d. The tread mst -provide a clear walking area msaruring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not ba.ured for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 5/. Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairwav fabrication olans shall be submitted clear opening batween risers is 6 inches. 4. to and approved by the building to installation. official prior 1 d,. Exterior stairsays shall not project into the 3 foot setback from the property lines. Section The walls and soffits of the enclosed usable space under interior stairs shall ba protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). . Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). & specify roof slope. $. Roof slop8 is not adequate for roof type specified. Table 32-B,C,D and E. 9. Specify roof material and application. Chapter n 32. Zncclfv- or U.L. mroval nuabar for roof materials not covered in U.B.C.. e.~; .- &&&, etc. Section 107. Specify minban 114 inch per foot robf slopa for drainage or design to support accumulated water. - fi. Section 3207 (a) and Section 2305 (f). 4 Show roof drains and overflows. Section 3201. Provide skylight details -to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. ,d Plastic skylights mst be separated from each other by at least 4 feet. Section 5207 (a) 6. /if Show attic ventilation. Minimum vent area is l/150 of attic area or 11300 of attic area if at least 50% of the required vent is at least 3 feet above ewe vents or cornice vents. Show required area and area provided. Section 3205 (c). p/; Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal ,d Show height and construction details of all masonry walls. Chapter 24. 6y Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. 6d Show a minimum 2" air soace and flashinn pd Joints. between planter and buildini walls. Section 2516 (c) 7. v/ Garage requires one-hour fire protection on the garage side of walls and ceiling comwln to the dwelling. All elements supporting floor above garage, including walls supporting floor joists, mst have one-hour fire-resistive protection on the Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). used for sleeping purposes. Table 5-B, Section 503 (d). ' garage side. Section 503 (b) Garages are not permitted to open into a room Section 1104. 12/11/89 5 J/ ~n occqancy separation is not required batween carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, sire of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddoms if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 112 to 1 for plywood. Table 25-1. / mors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage vhich may generate a flmm or spark. UHC Section 508, WC Section 1310 (a). Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 4 The foundation plan does not comply with the soils report reconmendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations. slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has hen determined that the recommandations in the soils report are properly incorporated into the construction documents p. The soils engineer recommended that helshe review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Deparrwnt foundation inspection, the soils engineer shall advise the building official in writing that: 1. 2. The utility trenches have been properly 3. The foundation excavations comply with fl. Show height of all foundation walls. Chapter ,d Show height of retained earth on all foundation walls. Chapter 23. jd If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimrm, above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show dra e pattern and key elevations. Section 2905 "k (f . The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". 23. @ pd: Dimension foundation per U.B.C. Table 29A: 1 6" 12" 12" 6" 2 8'' 15" 18" 7" 3 10" 18" 24" 8" 'LFoundations may support a roof in addition to tbe floors. Where only a roof is supported, use foundation for one floor. se/ show foundation sills to be pressure treated, Section 2516 (c) 3. 96. Show foundation bolt size and spacing. or equal. Section 2907 (f). Specify size, I.C.B.O. number and ranufachlrar of power driven pins. and end distances and spacing. Sect:r30?%. 2/13/90 6 If required, show size. imbedment and location of hold down anchors on foundation plan. Section 302 (a). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Show on the plans stepped footings for slopes steeper than 1:lO. Show minima 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minb underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximarely opposite sides. Section 2516 (c) 6. Section 305 (e) 1. Section 2907 (b). Section 2907 (c). Section 2516 (c) 2. . 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- 6. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. 141 splice. Section 2517 (8) 2. Section 2517 (h) 5. . Show double top plate with minimum 48" lap Show nailing will be in compliance with Table or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; A. Show wall bracinu. Everv exterior wood stud with the run of stairs if the-walls under C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline wall and main &oss%d partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 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 inline. Section 2517 (9) 3, Table 25-V. See. 2506 (h), 2517 (d) 6. the stairs are unfinished; and d. In openings around vents! pipes, ducts. chimneys, fireplaces and slmilar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 1)6. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from cOmmOn areas. I#. Show stud size and spacing. hh allowable stud heights: Bearing wall: 2 x4 and 2 x 6 mw. 10'; Non-bearing: 2 x 4 IMX. 14', 2 x 6 mw. 20'. Table 25-R-3. I 263. Show blocking at ends and at supports of floor 2. Studs supporting two floors, e roof and joists, rafters and trusses at exterior walls. ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Section 2517 (d)-3, 2517 (h) 6. Table 25-R-3. . Bearing partitions, perpendicular to joists, 3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to inseallation. 9 shall not be offset frcin supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Section 2505. 2/12/90 7 I$. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detaii shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear floor and roof diaphragms. Indicate required blocking. Maintain maxhnn diaphragm dimension ratios. (Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification rmmbers on the plans. 118. Show 112" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). . Provide roof framing plan and floor framing 0 9 plan. Section 302 (d). $. Provide framing sections through Section 302 (a). 4 Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 4. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a). /.\ Provide calculations for lateral loads, shear panels sheax transfer and related. Section 302 (ai. 9- $. In Seismic Zones 3 and b, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. 'Ihis does not apply to wind loads. Footnote 1. $. ~hov on the plans a11 structural requirements developed in the structural calculations. Section 302 (a). (See cements below or at end.) - 1Z&olumns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent stnctures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the colunms or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (e) 4. size 22" x 30". Section 2516 (c) 4. .&Show location of attic access with minimrrm Section 3205. @. Show draft separation for attic arws between Section 2516 (f). units in a duplex. Specify plwood andlor particle board .. eickners, grade and anel- id- mn Table 25-S. +ep - stf7 , When roof pitch id less than 3:12, design '* ridge as a beam. Section 2517 (h). . If foundation cripple wall studs are less than 9 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. . Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when s Section 2517 r4. Show plywood sheath over e osad eaves, or exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. ding 2 stories. 'f other weather expose 9 areas. 7s "bonded with / l$. Detail truss layout for 30" x 30" attic access, if required for equipment in tha ldz;::, hips, and valleys shall be at least one size largsr than supported raftcur. Section 2517 (h) 3. In open beam construction, provide strap ties u". across the W at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systemS and appliances shall comply with tha Uniform t!a&mical Code. f Show the size, location and type Of all heating and cooling appliances or systeas. show source of combustion air to furnace, per chapter 6# IMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sac. 1212. I# Show mininun 30" deep unobstructed vorking space in front of funace. Section 505, WC. Wee shall not be ins~lled in any bedroom, bathroom or in a closet or confined space vith access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 IMC. 1)dshow I.C.B.O. approval number for prefab fireplace. Shw height of chimey above roof per I.C.B.O. approval or Table 37-B. A40 I show access to the attic containing equipwnt to be mininun 30 inches by 30 inches. Ihe opening may be 22 inches by 30 inches if tha epuipwnt can be removed through such opening. Section 708 WC. mere equi-t is installed in the attic, the dismce from the attic access to buch equipmMt shall not exceed 20 feet. l#. Note that wsageway to the attic furnace shall be unobrtrvcted and have contirmow solid flooring not less than 20 inches vide. Section 708 IMC. d. ShOW D-Mt rlOCstrica1 Outkt and lipbth -- -- fixhir. controlled by a switch for the attic furnace. Section 708 WC. show details to comply with Section 709 for @ funace under the. floor, or Section 710 for roof or outride furnace. . F. Note on plan: Car vents and non-combustible piping. in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceil UBC, Section 1706 zs. Provide dryer vent to outside. WC, Section 1903. ~11 wiring shall comply vith the National Electrical Code. n 151. Show on the plan the amp erage of the electrical service, the location of th e service panel and the locatibn of any sub- panels. If servlca is over 200 amps, submit V Single line diagram, me1 schedule and load calculations. A. how location of all electrical receptacles. A. Electrical receptacle lo~tions andlor spacing is not adequte in 0 Show at Isart one convenience outlet other than outlets for laundry, etc., outdoors, in gsrages znd baxcments. AS. Note convanieiue outlets in bathrooms, kitchen counter top(s) vithin 6 feet of the kitchen sink, outdoors, and in garages and basmuants (other than for laundry and similar equipment). shall ba GFI protected. hW. M. 210-8. d. NEC, hrt. 210-52. , d6. Note electrical system ground to be provided per hZC, Art. 250-81. &. Show water heater size, type and location on plans. UPC, Section 1301. Shw source for providing combustion ais to ' fuel bumhg water hater. If vall openings in an enclosure ere used, at ledst one-half of the required opaning arm shall extend into the upper tvelve inches of the enclonua and one-half vithin the lover twelve inches. UPC, Section 1307. 49. fie1 combustion vater heatar shall not installed in bath or bedroom or in a closet opening into bath or bedroom. VPC, Section 1309. Provide adequate barrier to protect vater ' hater from vchicla d-e. An 18" platform for the water heater does not satisfy this requirewnt. UPC, Section 1310. )d Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 7 162. Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. W Section 504(d). 0 l#. Show shower stall can accomdate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Jd Provide clothes washer hook-up for each unit. Title 24, Part 3. m1SB IlLsmdlI cfl r-1 lg. Show details of duplex corman (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. & ~~~h~.penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. &. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. l,d. For roolp additions, show that the gllUing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glaring removed or relocated due to the addition. 17k Provide fluorescent general li kitchen(s) per CAC, Title 2k, 2-5352 CARISMD S.I.D. 6 0 (city policy). 178. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 179. Note "two 314" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093I. 0 0 I- piping for present or future solar water - Provide plans, calculations and worksheets to heating rrmst be insulated when in areas that show comliance with current enerw standards. are not heated or cooled by mechanical means -. n (citv Dolicvl. The regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans. taped to the plans or "siicky backed" on the pi-, to ailow the building inspector to readily compare the actual construction with the r ireants of the approved energy d sign. 03% Ma7 A <f&# CF- 16. 170 All energy &ns shown on the plans mst be in 0 agreemant -.- - with the information shown on the properly completed Form CF-lR. SVS P I+L) L4 s all of the mandatorv enelpv conservation reauireumnts as listed hn the-enclosure titled; "HanHandatory Enerw Conservation Reauir ements". 172. Show the maLe,-model and efficiency of the space heating (or cooling) systm and provide heat loss calculations if the Dutput exceeds 45,000 B'NlHr. v , __ __ Incorporate the waterproofing details, on the attached Policy 80-8, *ere interior living space occurs below grade at the masonry wall(s) . Show on the Title Sheet on the plans. the information required by the attached Davelopmental Services Sheet 112383. 4. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a rem addition is limited to one story and loo0 sq.. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the 184. Heavy timber framing. minima 6" x 10" beams 0 and minh 8" x 8" post, for the structural beam and colrmm supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 2lZ6190 10 All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't 6. City Ordinance 9792 requires two parking f spaceslunit with clear area of 201x20' i.e. no washing machines, etc. Show compliance. 187. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 112-inch and shall not block the passage of spheres having a diameter of less than 318-inch. z) pPLl C 6 B apply. 0 3r- laswumm n Please see on the following page. additional corrections, or remarks, n 189. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 190. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. 0 0 Yes .No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, SM Diego, California 92123; telephone mber 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact BiIENTF at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 6191438-1161. lhanlr you. Enclosures : 2114190 11 .. .. T (1) A11 heating, ventilating, air conditioning, and vater heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Comission. (2) A tvo stage themcs.tat, which controls the supplementary heat on its second stage. shall be provided for-heat pumps. ... (3) marnostats shall beequipped vith & automatic setback. vhich the building occupant can program to automatically set back the thermostat twice in 2h hours. (I,) Equiprent vhich requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance infomation. (5) All gas-fired fan type central funracer, gas-fired fan type wall furnaces, and cooking appliances shall be equipped vith M intermittent ignition device. (6) All fan systclra exhausting air to the outside shall be provided vith backdraft dampers. (7) All transverse duct, plenum, and fitting joints shall be snaled vit!! pressure snnsitive tape or -tic to prevent air loss and shall'ba insulated to conform to the provisions of Section 1M)5 of the WC, 1982 Edition. (8) A vapor barrier is required in elinate zone 1, lh, and 16. (9) All manufactured windows and sliding glass doors shall meet the 1972 MSI air infiltration srandards and shall be certified and labeled. (10) All svinging doors and vindovs leading to unconditioned sraar shall be fully weather-stripped. (U) Storage type vater heaters and storage and backup tanks for solar systset shall be externally vrappd vith R-12 insulation or greater. (U) ne five feet of pipe closest to the water heater, i6.outside conditioned space, shall be insulated vith a minh of R-3. piping outside the building envelope shall bn insulated in accordance vith 120-1LO6(d). (U) Lamps used in luminaries for general lighting in kitchnns md brthroons shall have an efficiency of not less than 25 lumens per watt. (14) Shoverheads and faucets shall be equipped with flov restrictorr as outlined in the appliance efficiency standmds and shall be certified to the Energy Cmmission. (15) konry and factory-built fireplaces on exterior valls. shall be equipped vith tight-fittins closeable =tal or glass doors covering the entire opening of the firebox; a combustion air intake equipped vit! a rladily accessible, operable, and tight fitting damper to drav air from the outside of the building; and a tight fitting flue damper vith a readily accessible control. Insulation uZed shall comply vith California puality Standards. (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificatn signed by the installer and the builder stating that the installation conforms the rquirewnts of Title.Zh, Psrt 2, Chapter 2-53, and that t!e materials installed conform vith the requiremmts of Title 20, Cnapter 2. Subchapter 4, Article 3. me certificate Shall state the manufacturer's namn and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed veight per square foot consistent vith the manutacturer'8 labeled density for the desired "R" value. For infiltration control all openings and penetrations nnut be caulked and scaled, such as around vindovr, at sol. plater, and openings for utility pipes and vires. Steam and steam condensation return piping and recirculating hot water (16) . (17) Ihe insulation installer shall post a signed certificate..'.Sectioh 276- Jnrulation Certificatt (m) xi 3/5/86 ... T DEVELOPMENTAL SERVICES BUILDING DEPARTMMEN'T Citp of Carlsbab THE INFORMATION LISTED BELOW MUST BE SHOUN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY OWELLING /Site Address Legal Description /ASS~SSO~'S Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Comission or City Council Action oh this Property: Variance, Corditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan - cd 112383 PIAN CHECK NUMBER $0 -/VI5 Date8 7//7f4D Prepared byr Jur isd i c t ion__cBBLsBpo RBE VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. w Esgil PLAN CHECK NO. 90 -1415 BUILDING ADDRESS Z792. AP?LICANT/CONTACT JOE S~UDY PHONE NO. 19) - 434- 31 3r BUILDING OCCUPANCY R*3 /'e DESIGNER PHONE TYPE OF CONSTRUCTION. V-d CONTRACTOR PHONE Total Value .. ".. Buildlng Permit Fee $ s 1. 371, Plan Check Fee $. s 891 I&- C 0 H HE NTS1 SHEET / OF / 12/87 t BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: I7 SEP 90 ITEM COMPLETE -1415 0 ITEM INCOMPLETE - NEEDS YOUR ACTION PLANCHECK NO. 90 P SNR - X ITEM SELECTED T D D &\.P,d. I%-f.^!r oc) 1 2 3 2192 i-i IGt-fWqhD &‘dE C C C PROJECT ID: HHH E E E LEG AL REOUIREMENTS ccc K K K Site Plan do0 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property 1 ines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. do 0 do 0 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical 1 ines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. Provide legal description and Assessors Parcel Number. 3. Discretionarv Aooroval Comol iance 4. 5. Project complies with all Engineering Conditions of Approval x 6. Project does not comply with the following Engineering No Discretionary approvals were required. for Project No. Conditions of Approval for Project No.MS 80 Conditions complied with by: Date: .EMuxm 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. B. C. D. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH , E. Site access visibility problems exist. Provide onsite F. Other: turnaround or engineered solution to problem. pedicat i on Reaui rementp J 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 84" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Buildinq Permit. The descriDtion of the dedication is as foll owsf Dedication completed, Date: By : ImDrovement Reauirements 11. No public improvements required. SPECIAL NOTE: Oamaqed or defective imorovements found addace nt to buildina site must be reoaired to the sat isfaction of the Citv insDector orior 20 OccuDancv. x 12. Public improvements required. This project requires construction of pub1 ic improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate pl ancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date:5 hlo\/ 90 By: Le dum% FRM0010.DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future - Improvement Agreement completed, Date - 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Gradina Permit must be issued and aradinq substantiallv comolete and found acceDtable to the City InsDector orior to issuance of Buildina Permits. Grading Inspector sign off. Date: J14. - 15. By : Mi scell aneous Permits - 16. Right-of-way Permit not required. L17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineerin Department is required for the following: DR \\lwIq Y BPRO FJ. - 18. L19. Sewer Permit is required. A Sewer Permit is required The fee required J20. Sewer Permit is not required. concurrent with Building Permit issuance. is noted below in the fees section. Industrial Waste Permit is not required. FRMOO 10. OH - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By : Fees Reaui red -22. Park-in-Lieu Fee PQID PRIOR TO MAp lz€cfm+nw Quadrant:- Fee per Unit: Total Fee: - X 23. Traffic Impact Fee Fee Per Unit: bm Total Fee: Cc(30 -24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: X25. Public Facilities fee required. w26. Facilities Management Fee Zone: I Fee: c) - Y 27. Sewer Fees Permit No.sE9100f 0 EDU’s I %28. X REMARKS: MhP MUST mm A IMP PGdS MUST Fee: 1250. Sewer Lateral required: IUSTUD M/IW IblP~~~F~T.7 Fee : 7 S( AJ- PR ~ ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: S .SHFJF I 1 Date: 22 ~-~r\l 4 I FRMOOlO .DH 08/29/89 PLAN"GCHEa Plan Check No. % -/Y/<Address 279s ht%n d A\/ . APN: /G- /cf/-o 9 Planner Phone v438 -1161 (Name) Type of Project and Use Zone Item Complete Item Incomplete - Needs your action 1, 2,3 Number in circle indicates plancheck number where deficiency identified was & 0 Envkmmentd Review Required: YES - NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval TYPE AF'PROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval do0 coastal: YES - NO - DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval f See attached submittal requirements for landscape plans - Ste Plan: 000 oon 000 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned . . setbacks. -. ~ 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. 3. 000 4. Provide assessor's parcel number. 1. Setbacks: 000 Shown Required '7. Shown 46' Required Shown Rear: Required Shown 2. Lot coverage: Required Shown Required - 000 3. Height: Required Shown 4. Parking: Spaces Required Shoiyn Guest Spaces Required Shown nuu Additional comments and remarks have been made on the building plans. These! marked-up plans may be picked up at the Building Department. These! marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES - OK TO ISSUE DATE c: DataEntry PLNCKFRM F€blbc\CW RES. Lo~~arS / q0170 LOVELACE ENGINEERING STRUCTURAL ANALYSIS h DESIGN 9888 Corroll Centre Rd., Ste. 106 SAN DIEGO. CA 92126 SHEETNO.- OF ULCUUTED EY IM fs DATE lO,/4!9 0 CHECKED By DATE (619) 689-9111 FAX (619) 689-9113 JOB . LOVELACE ENGINEERING STRUCTURAL ANALYSIS &. DESIGN WEETN0.A OF 2 CALCULATED BY DATE CHECKED BY DATE 9888 Carroll Centre Rd.. Ste. 106 SAN DIEGO, CA 92126 a (619) 689-9111 FAX (619) 689-9113 , CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 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: CITY OF CARLSBAD Plan Check No. Carlsbad Unified San Marcos Unified Carlsbad, CA 92009 (434-0610) - 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) 801 Pine Avenue d - 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: &dl c/lc APN: -197 -a? Project Address: 27 93 4 4 v RESIDENTIAL: SQ. FT. of living area -qat Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL.: SQ. FT. AREA Prepared By 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: $ An/&.b$( based on 3gOS/ sq. ft.@ I..%& Comm/Indust Fee Levied: $ based on sq. ft.@ !I 4 . ; . ~ t; . ,~. I ;.. ., ,-- ,"' ; .,, a'2.-*, .:! +*.>Ld &5&2& /-aa.-9/ h,uL Date School district Official Title AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at 8.26 per square foot for commercial/industrial. \>, 1 -' .. . ... PERMIT APPLICATION City of Camsbad Building Department 2075 Las Palnas Dr., Carlsbad, CA 92009 (619) ~8-118i 1. PERMIT TYPE I A . UCanERClAL UNEU UTENANT IMPROVEMENT VALID. B1 DATE I B . lNDUSlRlAL ONEU IJTENINT IMPROVEMENT c . RESIDENTIAL APARTMENT OCDYDO DSlWGLE FAMILY DUELLIYG ~MDlTlDN/ALlERAlICU ODUPLEX ODE*OLIlIDY nRELmAllDY OMoslLE HDYE UELECTR MECHANICAL DPmL USPA ORETAlNlYG UALL OSOLAR 2. PROJECT INFORMATION PLAN CHECK No. LEW DEsmiviia Lot NO. SUMIViBiOn NamlNuher Unit No. Phase No. CWEO: ELDY IF pB*IllW: n2 Emrgy Ca1SI StlUCt"I.1 Cele. n2 soil$ ~epct nl Amrersed EWL~V I EXISTIYG USE PROPOSED USE LssEicIMl'S PARCEL SIGNATURE YY- NAME D- (?-e ~QQRESS seqa se- CITY CCcdJW NAME^^ 4 we& eekdd D CC. Ccw,-l-d-~- 4. APPLICANT CONTRACTMI OAGEUT FOR CONTRACTOR OWER UlGENl FOR STATE cb, ZIP COOE DAY TELEPHONE &le) qs v-3f3bT OUHER C OLESSEE UTENUN1 5. PROPERTY OWNE CITY pndl drV STATE ci3c:YmE DAY TELEPHDWE 6. CONTRACTOR ADDRESS &).@Qk-3pPeW sf- STATE & 21s CmE ~~~~ OAT TELEPHONE [i&) LfjLf-31 31- c'Ty &r bbod STATE LIC. #aYbu%,';lCENSE CLASS CITY BUSINESS LIC. X SIGNAIURE TITLE DATE 2 f3 -?( DESIGNER NAME ADDRESS CITY STAlE ZIP CrnE 011 1ELEVHCUE STATE LIC. X ill do fhe uork ad the ~fru~fure is not intended 01 offered for sale ply to an owner of pr~priy uho builds o? inpvovyc$ therem,, and uho nfs are naf infended or offered for s~ic. If, hwevw, the hrilding have the burden of proving that he did not build Or inprow for the prpse 01 inprovenmt is sold within one year Of conple Of sale.). I. as mmr of the pr-rty. em exclusively conti The Cmtr~~cfoi's Licmse Law does Mt apply to en iisenred piwant to the COnfraCtOr% License Lsu). to Cmsfruct the projet (Sec. 7044. Busim68 aM PiOfeEsims Code: inprover therem. ad cmtracfs for such projects uifh contractor(r) I MI cx~t udci section sions code for this rearm: and the baris for the aileged exaption. narc than five hwdwd do1111rs If5001). Any violation of SeCtim 7031.5 by my applicant for a permit ~lajrctr the Bwlicanf to a civil Flfy Of Mf SIGNATURE DATE UllVLETE THIS SECTIDY FOR NDY-RESIDENTIAL BUILDING PERMITS DULY: 18 the ilppiicmf or future building XEYpent required to rvbnit a brrinerr pian, acutely hazardour rateriais legisfrafim form or risk mnag-nt SM prevenfim progrm mer Sections 25505. 25533 or 25534 Of the Prciley-laml Hazardous SdfaMe ACCOmf Act? 0 YES NO Is the applicant 07 future building OCC-~~ required to c4bfain 8 prnit frm the all piiufim cmflol district or air quality mmg-t disfrirf? DYES NO 19 the facility to bc zmstructed within 1,DOO feet of the mfer banjsry of a 9chooi site? DYES 0 NO IF MI ff IE eRS ME IES. A Flu CERTlFlU1E OF OmDM PAY NOl E 1-0 AFTER &LI 1. 1539 WE% TE LPPLlWl W tEI OI IS BTIC. TE UEWIIOEITS OF IWE OFFIFE OF EHEREHCY SERVIEES UD 1% AIR POLLUll~ CUTROl DlSlRlCT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is s ~onsfructim lending epemy for the prfer-e of the work for which this prmif is issued (Sec 3W71i) Civli CCde). LENDER'S NIWE LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the sbve informtion is correcc. I agree to Canply with all Civ ordinances ad State laus relstilYl to building C~n~fructim. I ALSO AGREE 10 SAVE IUDEYIFI AM0 CEEP HAWLESS THE CITY DF URLSBIO LwIMSl ALL LIABILITIES. JWaEMTS. COSTS AY) EXPENSES WlCH MY IN UY WI KaUE AUlYST SI0 ClTI IY Co*SEWEYCE Of THE GIUYTIYG OF THIS V€RMIl. Expiration. Every pmif issued by the Building Official der the proviSiw*i of this Code shall Cmlrc by limitation ad bFcm _I1 and void if the building or work authorized by such pmif is not cmnced within 180 days frm the date of such permit or if the Ouiiding or Mark authorized by such pmit is Impeded or abandoned at any fim after the rark is cmnced for a period of 180 days 1Section 3031d) Uniform Building Code). I hereby authorize represenfaflves of the City of Carlsbad to enter upon the above mntimed property far inspection p7prer. APPLICANT'S SIGNATURE 0 MER OCONTRACTOR 081 PHDUE WPRWEO nyi DATE: WHITE: File YELLOW: Applicant PINK: Finance i 1 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 5601068 PLAN CHECK NO: ?O-l4lS * ' SET: PROJECT ADDRESS: 279Z H.II;HLrnfidb DR PROJECT NAME: S i=D PJ e 7: i 'DTIC: IC LAN CHECKER u ILE COPY =DESIGNER OUPS The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- a necessary and substantially comply with the jurisdiction's cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be corrected a The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. 0 The applicants's. copy of the check list has been sent to: a Esgil staff did not advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has plan check has been completed. been completed. Person contacted: By: As G DOL/E/JJG A- ESGIL CORPORATION Enclosures ' f4L- 71 DGA OAA URN ODM LOVELACE ENGINEERING TrLE 24 ENERGY CALCULATDNS STRUCTURAL ANALYSIS & DESGN MILES TO LOVELACE, P.E. ClVlL ENGINEER C39734 PRESIDENT 9888 CARROLL CENTRE RD. STE 106 SAN DIEGO. CA 92126 [619] 689-9111 - [619] 689-9113 [FAX] DATE : PROJECT : FEBRUARY 11, 1991 FENDRICK RESIDENCE LOT 3, MS802 CARLSBAD, CA 92008 OWNER( S) : LEO FENDRICK 805 CHAMBERLAIN PL. ESCONDIDO, CA 92025 DESIGNER: JOB NO. : PACIFIC GROUP 6725 MESA RIDGE RD., STE. 216 SAN DIEGO, CA 92121 90170 LOVEL$CE ENGINEERING Title : Structural Analysis & Design Scope : . ,3888 Carroll Centre Rd. ,Ste. 106 Number : SAN DIEGO, CA 92126 Misc : (619 )689-9111 FAX (619 )689-9113 Dsngr : 08-Feb-91 ........................................................................ page I of 5 BASEMENT RETAINING WALL DESIGN -_______________________________________-------------------------------- DESCRIPTION >> >) FENDRICK RESIDENCE/90170-6’ WALL VERTICAL LOADS ---------- ---------- SOIL DATA -_______-__- - -- - - -- - - 558 plf 516 plf - ALLOWABLE BEARING = 2,000 psf AXIAL DL ON STEM - ACTIVE FLUID PRESS = 55 pcf AXIAL LL ON STEM - DESIGN FLUID PRESS = 55 pcf (Corrected for backfill slope) SURCHARGE OVER TOE - SLOPE OF BACKFILL = :1 SURCHARGE OVER HEEL - - ... ECC. (Toe side ’+’) = in PSf Psf LATERAL LOAD ACTING ON PSf PASSIVE LATERAL = 400 psf STEM ABOVE SOIL - Plf ADD’L LATERAL LOAD - SOIL DENSITY = 110 pcf . . .TOP FTG. TO START = ft ft . . .TOP FTG. TO END SOIL HT OVER TOE = in (can’t exceed top support ht) . . . ( ’+’ increases sliding) . . . - - LATERAL LOADS ----------- (horiz:vert,O=level) - - - - - - - - - - - - - A .. ........................... WALL & FOOTING DATA _-_-____________________ % - % FIXITY @ BASE OF WALL (100% = full fixity) - HT. ABOVE TOP SUPPORT = ft DIST. TO TOP SUPPORT - 3.83 RETAINED SOIL Total Wall Height 3.83 ft - -------- hEY DEPTH - in TOE WIDTH = 0.74 ft KEY WIDTH - in HEEL WIDTH = 0.94 ft KEY DIST. TO TOE = ft FOOTING THICKNESS = 18 in Total Footing Widt = 1.68 ft - - - - - - - - - (Toe Width = Location of face) I--_--____________________ GENERAL SUMMARY ______---___________________ Pressure @ Toe = 1,618 psf Ecc. of Resultant = 1.387 in Pressure @ Heel = 673 psf Kern Distance = 3.36 in Allowable Press. = 2,000 psf Sliding F.O.S. = 1.92 @ Toe - Footings 1-Way Shear: psi @ H-eel - - psi Allowable Shear = 76.0 psi - I Restraint Force Req’d at Top of Wall = 134.5 lbs I Additional Restraint Req’d at Bottom = 1 bs ~_______________________________________------------------------------- LOVELACE ENGINEERING Title : . Strictural Analysis & Design Scope : ,9888 Carroll Centre Rd. ,Ste. 106 Number : SAN DIEGO, CA 92126 Misc : (619)689-9111 FAX (619)689-9113 Dsngr : 08-Feb-91 ------------------______________________-------------------------------- BASEMENT RETAINING WALL DESIGN Page 2 ot 5 -------------------_____________________-------------------------------- ---------------__________ FOOTING DESIGN _______________________________ 2,000 psi Soil Press. Mult. --Toe- --Heel-- f'c - EY ACI Eq. 9-1 psf= 2,396 996 FY = 40,000 psi Mu - Upward ft-#= 600 40 Min. Asteel % = 0.0014 Mu - Downward - 86 34 USE SP UNDER HEEL ? N y/n Mu - Design - 514 6 ......... .Rebar Choices ......... One-way Shear: --Toe-- --Heel-- 9.52 in O.C. 9.52 in - IO - It - 14.76 20 -95 28.57 37.62 #9 B 47.62 47.62 Actual psi #4 @ Allow * .85 " 76.0 76 .O #5 B 14.76 Cover over Rebar in= 3.00 3.00 #6 @ 20.95 Ru = Mu/bdA2 psi= 2.5 0 .o #7 @ 28.57 AS REP'D % 0.252 0.252 #8 @ 37.62 STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- --------------- Masonry Data.. . f'm = 1,500 psi .... Fs = 24,000 psi 1 :Mas ,2: Conc : 2 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N y/n n : Modular Ratio = 11.4 SOLID GROUTING ?.... N y/n Allowable Fa - Concrete Data.. f 'c = 2000 psi FY = 40000 psi NOMINAL THICKNESS = 8 in CONC. COVER OVER REEAR = 3 in ------------ MATERIAL TYPE. - . - - - - - - - ------------- - - - - - -- INOTE !! Maximum Moment Occurs at 1.61 ft above Top of Footing DIST. ABOVE FTG BAR SIZE BAR SPACING ... .O:Cntr ,l:Edge Rebar 'd ' Dist . Moment .... Actual Moment.. . .Allow Shear ..... Actual Shear.. .. .Allow Wall Weight Interaction Value Actual fa Actual fb .MASONRY STEM DATA. Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom ................................................ 4 3.2 2.4 1.6 0 -8 ft # 4 4 4 4 4 4 24 24 24 24 24 24 in ? 1 1 1 1 1 1 = 4.75 4.75 4.75 4.75 4.75 4.75 in - - - - 142 281 337 257 ft-# = 1396 1396 1396 1396 1396 1396 ft-# 3.7 2.3 0 .o 3.6 8.0 # = 76.0 76 .O 76 .O 76 .O 76 .O 76.0 # = 96.7 96.7 96.7 96.7 96.7 96.7 psf - - - - .................................................... - - psi psi - - - - MOMENTS @ E4SE OF WALL ........ Used to find resultants & eccentricities (About Toe Q Bottom of Footing) Force (lbs) Distance Moment ........................................................................ Vertical Lateral (ft) ( f t-# 1 -------- ------- ------- -------- Shear @ top of footing (tof) - -- 268.9 1.50 403 Active pressure Q heel side = -- 377.9 0.71 268 Active pressure 0 toe side - -- -61.9 0.50 -31 Soil weight over heel = -115.2 1.54 -178 Surcharge load over heel - Footing weight = -365.4 0.84 -307 1.07 -397 Stem weight = -370.2 -- - Moment @ tof from stem fixity - -- -- -- - - - -- -- ..--... .. .:.. JOB 90 170 F€P~~PI~V e 6SIPEp4 c+5 Is STRUCTURAL ANALYSIS & DESIGN SHEET NO 4-w SAN DIEGO. CA 92126-4580 CALCULATED BY m-lL DATE 019 I LOVELACE ENGINEERING 9888 Carroll Centre Rd , Ste 106 (619) 689-9111 FAX (619) 689-9113 CHECKED BY DATE LOVELACE ENGINEERING JOB STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd , Ste 106 SAN DIEGO CA 92126-4580 CALCULATED BY DATE (619) 689-9111 FAX (619) 689-9113 SHEETNO.A w.5 CHECKED EY DATE