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Home My WebLink About1270 HOOVER ST; ; CB900546; Permit5_' c,-:, •' . . . . -- - . 'S BUILDIN,.G PERMIT PermitNo CB900546 12/05/90 16:19; . : - Project No: A9000,646 Page 1 of 1 Development No Job Address 1270 HOOVER ST Str Fl Ste Permit Type SINGLE FAMILY DWLNG - pEmcHED 9698 12/05/90 0001 01 02 Parcel No: -.206-i50-05-O0 -- .5. " - •-C-PRMT 557500 ,Valuation:' .331,583 . '. construction Type:.NEW -,•. Occupancy Group Class Code Status ISSUED Description SFD 4545SF LIV 1088 SF GAR Applied 04/03/90 ,: 413 SF DECK S Apr/Issue: -12/05/.90 •. Validated By JPY Appl/Ownr. : BROOKS, RICHARD. . 741-6980 27215 MONFORTE - . MISSION VIEJO,, CA 92092 OWNER BROOKS, RICHAR$ R ,Lic OWNER 741-6980 27215 MONFORTE *** Fees Required .** FeesCollectd & Credits S . .d) .. Fees 16, 519 0 Adjustments: . I . Total Credits: \ .00 Tot-1 Fees \ 944-0.0 . . .. f 'D'tte: \ 15,5'Z500 Fedescri?tior1 (:-J) (.' " Ui 'it s /iFe'7tJ1nit Ext.fe •.'b'at .'." Building Permit Plan Check Strong Motlbn Fee. '\/) /1 :• ;4 'l 'Enter 'V to Autocac P.F.F.P.F.F\ > . / •11605.0OY Enter ,'Y' to Autbcal'c IC>.ODOO 61 O ," r- I . .600.00 Y - .'. 'Enter Number' of EDU'\ (L. Enter '.Y' to Autocalc M.FrF..41 /~Fe > -\\ / - 1713.00 1' 'BUILDING- TOTAL -' \ V o y' . 16337.,00 * Enter Y, for Plumbing Issue e 7/ 7 ' - 7-.50 Y. Each Plumbing Fixtureor Trap '-,> 1/..0O 250 '42.50 Each Building Sewer >---T 00 '6:50. 6 50 Each Water Heater and/or Veht . >. 1.00 2.50 250 Gas Piping System > 1 00 2 50 2 50 Each Vacuum Breaker ' > 2.00 2.50 . 5.00' * PLUMBING TOTAL 67 00 Enter"Y' for Electric.Issue Fee. >. . .' - 5.00 •Y..', Single Phase Pe1r AMP > 200 00 25 50 00 * ELECTRICAL TOTAL ($10 Minimum) 55 00 Enter 'Y 'for-Mechanical-Issue Fee> 15.'00 Y -Instai'i Furn/Ducts':. . > ' '1.00 9.00 .' 9.00.... Each Install/Reloc Appliance Vent ) 5,,o 0 4.50 22 50 ' Each-Hood/Fireplace . . > ' 2.00. '. 6..'.5'O ' -1'3.O0 ' * MECHANICAL TOTAL /' -J /7 60 00 /cE4J.-lPPROvAI. DATE 1I2 CLEARA /3 it CITY OF CARLSBAD 2075 Las Palmas Dr Car1sbad CA 92009 (619) 438-1161 . -. . - S .55* •. ,' -. .5, _5• '5 . S S • •_ 5,' 5. - .5.. .•. - S. I C 1 .. S . . . 5,1 d PERMIT APPLICATION:"'' • *' , . . City of Carlsbad BuildingDpartient 2075 Las Palmas Dr., Carlsbad, CA 92009 (619).438-1161 - . EST: VAL_' PLAN CK DEPOSIT VALID B7' 1: . PERMIT TYPE . ' . ' - .. .. . - . DATE A 0 COMMERCIAL DREW DTENANT IMPROVEMENT B - 0 INDUSTRIAL . DNEI DTENANT IMPROVEMENT . . . C ESIDENTIAL DA.PARMENT DCONDO ,SINGLE FAMILY DWELLING DAooITIoN/ALTERATI0N - ' . 44 04/03/9 00 •' " ...- •33. DUPEX. DEMOLITION DRELOCATION DMOBILE HOME DELECTRICAL D PLUMB ING . ('N -. I • .• , 1. 01. D [-]DEMOLITION C' DMECHANICAL DPOOL DSPA DRETAINING WALL DSOLAR DOTHER_____________ \___#jt I (p,3c.l C—PFJIT 944 00 2. -PROJECT INFORMATION PL.AN CHECK No. FOR OFFICE USE ONLY,.-. '. . Address , Build n or Suite No. Nearest Cross Streets . 3', 12-7a , iUIOOVEX_ LEGAL DESCRIPTION Lot No. . Subdivision Name/Number . Unit No. . Phase No. 4- CHECK BELC).J IF SUBMITTED: . Energy Calcs '.?Str ctural Calcs ' Soils Report - I Addressed Envelope -ASSESSOR'S PARCEL 2._() — 0 TING USE - - PROPOSED USE 5 DESCRIPTION OF WORK BLDG. So. FIG. &tfr.' -# OFOS ' 3. CONTACT PERSON . . . .3 NAME iC//A/L?, . 3'2 ooitf ADDRESS ' is.f1OAI £.'/ J . . . •- .4 ,. CITY ZIP CODE ztoq DAY TELEPHONE SIGNATURE ;< - 4. APPLICANT DCONTRACTOR D.3'GENT FOR CONTRACTOR DOWNER . []'AGENT FOR OWNER S NAME • -. . ADDRESS S. - CITY • . STATE - ZIP CODE DAY TELEPHONE * .. 5. -.-,PROPERTY OWNER OWNER ' DLESSEE DTENANT S -. NAME ,. ADDRESS. . 3. .JkL,C' S ., • *l- ., ,. .3 -.. CITY . STATE ZIP CODE DAY TELEPHONE ' -CONTRACTOR . . . . NAME - . . ADDRESS . . . . CITY ' STATE' . ZIP CE DAY TELEPHONE . _5 • . STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # 'SIGNATURE • . . TITLE DATE DESIGNER NAME ADDRESS . S • . CITY STATE ' ZIP CODE DAY TELEPHONE STATE LIC. WORKERS''COMPENSATION . . . . . .5 . . Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers- Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department(Section 3800, Lab. C). INSURANCE COMPANY- - . . . POLICY NO. ' EXPIRATION DATE Certificate of Exemption: I certify that inthe performance of the work for which this permit is issued, I shalt not employ any person in any manner so as to become subject'to the Workers Compensation Laws of.California. SIGNATURE • , DATE. OWNER-BUILDER DECLARATION . . . . . . . - .. Owner-Builder Declaration: I hereby-affirm that I am exempt from the Contractor's license Law for the following.reason: 0 I as ownr of the property or my employees with wages,as their sole compensation, will do the 'work and the structure is not intended or offered for sale (Sec. .7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, thd who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If,'however, the building or improvement is sold within one year of completion, the owner-builder will ha'e the burden of proving that he did not build or improve for the purpose. of sale.). as owner of the property,- am exclusively contracting with licensed contractors to Construct the project (Sec. 7046, Business and Professions Cede: ' The Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section' _-,- Business and Professions Code -for -thisreason: (Sec. 7031.5 Business and Pràfessions Code: Any City or County which requires apermit to'onstruct, alter, improve, demolish, or repair any structure.' prior to its issuance, also requires the applicant for such permit to file a signed statement that he'is licensed pursuant to the provisions of the .. Contractor's License Law (Chapter 9,'comrnencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exempti . Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of rot more than five hundred dollar ($50 - SIGNATURE -4 DATE 9- 3 -, o •. . 'COMPLETE-THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the-applicant or future building ocupant required to submit a business pL an, 'acutely hazardous materials registration form or r sk management and prevention,. program under Sections 25505, 25533 or 25534 of the Presley-Tanner Ha'zardous Substance Account Act? - . • DYES * DNO • . ... Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ,, •. - DYES ' DNO * Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES II]NO . . 3. . • . . . ,IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY . . . .. . - I hereby affirii that there is a construction lnding agency for the performance of the work for which this permitis issued (Sec 30970) Civil Code). •: .', LENDER -S NAME LENDER'S ADDRESS -y 10. APPLICANT'S SIGNATURE .• - S . - - . • -. - IcertifythatIhavereadtheapplicationandstate-thattheaboveinformationiscorrect.IagreetocomplywithalLCityordinancesandStatelaws'relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. • I ALSO AGREE TO SAVE INDEMNIFY AND KEEP, HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JIEQIENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. ' -. . . - - , - .. • 3 — - - - . 34. . .3 ,• .. . • Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and 'oid i/the building - or work authorized by such permit is not commenced within,180 days from the date of uch permit or, if the building or work authorized by such permit is suspendedm., or abandoned at any time after the wor is commenced for a period of 180 days (Section 303(d) Uniform Bui ding C ). . OWNER []CONTRACTOR 0 BY DA TE. PHONE ////,/ APPROVED BY - WHITE File YELLOW Applicant PIN Fina ce ---.'• . . ' - -. - ' - . • I . a'' - . , . * -- - - • . - --- -' - 4 ......S . , • . - • - .. . - . SEWER PERMIT 12/0.5/90 116:1:8 .- : -..• . . Permit No: SE900051 Page 1 o 1 Job Address 1270 HOOVER sri eJ 2. Permit Type: SEWER '- RESIDENTIAL. . Parcel No 206-150-05-00 C-PRMT 1940-00 9698 12/05/90 000101 02 Description: BROOKS. RESIDENCE . Status: ISSUED 4.545 SQ.FT. SFD . . Applied: .04/05/9.0 Apr/Issue: 12/05/90 Permitee BROOKS, RICHARD 741-6980 Expired 27215 MONFORTE Prepared Byi SEE MISSION. VIEJO,, CA 2092 k •. • . .5. . . . .- S. . . . S.... ** Fees Required *A* -E Collected & Credits :Fees:.1,940.0) 1940.00 Ift.coopoolst 10 lost -Adjustments: . -; /00 ,5redits: • • .00 - Total Fees 1,.40.0! .. .00 - . / . • Balanceue.: - 1,940.00 ....: • Fee description - UhtsF/TJnit Ext fee Data Sewer Fee --------------------------------------------------------------------- Enter Number of Units > "" . 1.'OO 1..00 1;00 0.00 Enter Siz e -of . L0f - ,-- - • :---. - I . • - c / -. . -5 • -. . CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 - •-. . • r. - - S - .. • FINAL BUILDING INSPECTION - - - : - DEPT BUILDING ENGINEERING FIRE PLANNING kU7Ml WATER LAN CHECK#: CB900546 . , . DATE: 07/12/91 ERNIT#:- CB900546 , S PERMIT -TYPE:.. SFD PROJECT NNE:- .SFD 4545SF LIV 1088 4SF GAR 413- SF DECK ADDRESS CfOVERSTZ1 CONTACT PERSON/PHONE#: . RS/BRAD/729-0635 SEWER DIST: ' ' WATER DIST: 5 - INSPECTED: DATE BY: ECTEJDL:~L_~~' VED DISAPPROVED INSPECTED 7 DATE BY V INSPECTED '6 '/ APPROVED J DISAPPROVED INSPECTED ' - . ' DATE - - -- . ,.BY:. INSPECTED APPROVED DISAPPROVED - .4 COMMENTS: - _"5 5. __5 -. S.S__•___ S •I. - . 4 - S. . -. I4TE1a - - 44 /i / -4 "S Vf j ZAL BUILDING INSPECTION p DEPT BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: DATE: 07/12/91 PERMIT#:' CB900546 V PERMIT TYPE: SFD PROJECT NAME: SFD 4545SF LIV 1088 SF GAR 413 SF DECK V ADDRESS ç127OHOOVERST I' :;.,CoNTAcT PERSON/PHONE#: RS/BRAD/729-0635 V,SEWER DIST: WATER DIST: • V INSPECTED: P, APPROVED DISAPPROVED INSPEC ED DATE BY:* INSPECTED: APPROVED - DISAPPROVED - V INSPECTED DATE BY: • INSPECTED: APPROVED DISAPPROVED COMMENTS: - -. ..:'.., . V :•t •V .'. .,. FINAL BUILDING INSPECTION . DEPT BUILDING ENGINEERING FIRE PLANNING U/M ATER- PLAN CHECK#: CB900546 V V : 07/12/91.: -. PERMIT#: CB900546' ., . PERMIT TYPE: SFD PROJECT NAME: • SFD 4545SF LIV 1088 SF GAR - * 413 SF DECKS - -. ADDRESS CONTACT PERSON/PHONE #: RS/BRAD/729-0635 S -• .' SEWER DIST: WATER DIST: INSPECTED • DATE I BY: INSPECTED APPROVED V DISAPPROVED - INSPECTED DATE BY INSPECTED:- APPROVED - DISAPPROVED - -. -. . - l*IV V • - • • V V :-.. 1INSPECTED r; DATE 5_ S BY INSPECTED APPROVED - DISAPPROVED - k COMMENTS: V • . H - V V V - ft . :5 V,V. 'H -. •. • •• 1* - . V • .aV.VS - V -- • - S.- - -V • VS. • --V •• V IV (. •Vt- 1 . - * VS •V V 5' •_. -S - V•' • • V-'• - V . . V V •V V •5r" ' - V - - :' • .1 . • • - • 1 V V V - ' - r • V - -- : CITY OF CARLSBAD - INSPECTION REQUEST PERNIT# .CB900546 I FOR 08/06/91 INSPECTOR AREA PD DESCRIPTION: SFD 4545SF LIV 1088 SF GAR PLANCK# CB900546 413 SF DECK 0CC GRP TYPE: SFD V CONSTR. TYPE NEW JOBADDRESS: 1270 HOOVER ST . STR: FL: STE: APPLICANT: BROOKS, RICHARD PHONE: 741-6980 CONTRACTOR: PHONE: -OWNER:. BROOKS, RICHARD PHONE: 741-6 REMARKS: MH/BRAD/729-9635 V INSPECTOR SPECIALINSTRUCT:.PM PLEASE CALL WITH TIME TOTAL TIME: --RELATED PERMITS- PERNIT# TYPE STATUS V . V '5E900051 SWRSD ISSUED PE290015 GRADING ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structura1 29 PL Final Plumbing V • 39 .. EL Final Electrical V 49 ME Final Mechanical 4 V ***** INSPECTION HISTORY ***** V V V V V • DATE DESCRIPTION .- V ACT INSP COMMENTS V 071291 Final Combo V • CO PD 061191 Final Electrical CO PD V V V V 032891 Interior-Lath/Dr'wa1l NR PD Vt V 032191 Insulation V V AP PD . V V V• V 031891 Frame/Steel/Bolting/Welding AP PD 030891 Frame/Steel/Bolting/Welding AP PD SHEAR OK V 030791 Fraine/Stel/BoIting/We1ding CO PD V - 030791.Rough/Topout 'V CO PD 030791 Rough Electric CO. PD V V V :022191 Roof/Reroof V AP PD 022191 Rough/Topout • V AP PD V 020791. .Roof/Reroo.f V V V CO PD V V • 12149& VFtg/Founc atjon/Piers CA PK . BY PD 121090 Steél/BOnd Beam - AP PD , PARTIAL V 120790 V Ftg/Foundation/Piers V . NR PD V 1120790 Steel/BOnd Beam NR PD / ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO CA 92123 (619)z60-1468 DATE i iAPPL-I9_&NT JURISDICTION: . [PLAN CHECKER FILE COPY PLANCHECK NO:.' SET:. . .ups F--DESIGNER :ECT ADDRESS: 27 . PROJECT NAME: E The plans transmitted herewith have been corected where necessary and substantially comply with the .jurisdiction's building codes. . . . The plans transmitted hewith will substantially comply. : with the jurisdicti n's building codehen minor deficien- cies identified. - are resolved and. checked by building parLment staff. The plans transmitted herewith have significant deficiencies e identified on the enclosed check list and should be corrected and resubmitted for a complete.recheck. check list: transmitted herewith is for your information. - The plans. are being held at Esgil Corp. until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant .contact person. Theapplicant'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:'AP T2 I • rT4 1772i ) —-----J By: Enclosures: K SGIL CORPORAT10N ,, J • • 6' GA LII AA LI vw - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: MAN Vi. ill (() 71APPLICANT JURISDICTION: kL44-D LiPLAN CHECKER - FILE COPY PLAN CHECK NO: SET:. PUPS F--.'.DESIGNER PROJECT ADDRESS: I VID 'LL -r-T: ,. PROJECT NAME Li The plans transmitted herewith have been corrected where necessary and substantially comply with the -jurisdiction's building codes. Theplans transmitted hewith will substantially comply with the jurisdicti n's buildingcodehenrninor deficien- cies identified pJ are resolved and checked by building dpaffment staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted; for complete recheck. The check list tranriitted herewith is for your information. The plans arc' beingheld at Esgil Corp. until corrected - plans are submitted for recheck. fl The.applicaht's copy of the check list is enclosed for the jurisdiction to return to the applicant contact peron. Ej The applicant's copy of the check list has been sent to: El ,Esgil staff did not advise the applicant contact person that plan check has been completed. flEsgil staff did advise applicant that the plar--ceck has been completed. Person contacted: Date contacted: Telep ne- S. REMARKS: ftid1 iJfk WW /01 '?U/ / f/7'7 L7eiQ V&vi -fb PY1i2,C,2 I - -_ I F • V /1 •(/ - - • By: ,(. Enclosures:_______________________ GIL CORPORATION 1/ El GA 1-1 AA 11vw -H - ( JURISDICTION: (ML'kO Date plans received by plan checker: __5Z(9 PLAN CHECK NO. '54-t, TffL Date plan recheck completed: By: Ati.._ II PROJECT ADDRESS: 17-70 frtbJE-. TO 1Icttp &m Z72 riFO(1i \tA ôJ\J 9o1z.- RECHECK PLAN CORRECTION SHEET 4. FOREWORD: PLEASE READ - - Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform' .' .' Plumbing Code, Uniform Mechanical Code,, National Electrical Code and state laws regulating energy conservation,, noise attenuation and disabled access. The plan check is based on regulations enforced - "by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need' clarification, modification or change. All items have to be satisfied 'before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of. the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. ' .' '. ' • .: ' 'A. PLANS ' 3. The following items have not been resolved from previous plan reviews. The original 1. Please make all corrections on the original correction numbr has been given for your ' tracings and subit two new sets of prints, reference. In caco you did not keep -o copy -. and any original plan sets that may have been of the pr- core list, we hee returned to you by the jurisdiction, to: ' ene—thee_ pages —en-t-±ning--the--3tiU Please contact me - ' if you have any questions regarding these ' items. ' 4. Please indicate here if any changes have - been made to the plans that are not ãresult ''• - 2. To facilitate rechecking, please identify, of corrections from this list. If there are - next to each item, the sheet ,of. the plans other changes, please briefly describe them upon which each correction on this sheet has and where they are, located on the plans. 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. -' • .' ' Yes No aift-flô c:IC lb Sz( ?x-rJ iJ6 \)9 t4 \I&i IE~ie t2- s t?-i'4 IL (\)61 5LiJ - tJOMT"ji z-r eF I 6ttr -"1-- ii ArAD WTftii. '?-ô '4-et -t 17 TA-I L 1 1 D-? 1' 1J [1o) 1)TAIL2 . PH '16 24" VVrk. . TcLf pJQfl 1-( PVDJOiTh - M )'— VE79'/4 fLiilh1 ' , • ,o 121- PTh1L- )& 5#tper l7- 'I'fr IT 'i1) j4p n 'Ok) 1mirnm1 014rfl(L( -: -rD - 4ni -mf F 'ti774)1 • L_-- ' - (1 .' :; - '. - ' -: •• -- ' ' • Form No. RPCS.41290 ' • • . * ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: , , 111 LJCA!iT JURISDICTION: NCHER FILE COPY PLAN CHECK'NO: 'to 54C, SET:ff CUPS flDESIGNER PROJECT ADDRESS: inn I-kj --rr PROJECT NAME: fl 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. • • fl The applicant's copy of the check list is enclosed for the —jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: co __2iz Y}1 ot (rTi __Vt_rJ Vir ,CAu ,QfU iR_c19 ,Esgil staff didnot advise the applicant contact person that * plan check has been completed. Eli Esgil staff *did advise applicant that the plan check has I been completed. Person contacted: Date contacted: Telephone REMARKS: B ___ Enclosures:/* - ESGIL CORPORATI El AA Liv DM - 4 JURISDICTION: Date plans received by plan checker:. PLAN CHECK NO.:Cj.S4(o IiL Date plan recheck completed:— By: (. -tLEJ 1J21L_ PROJECT ADDRESS: 1'2:7c )&d €E TO:Riuj4i12t B2a Q-7-z is r%-, '5thP'.I V'E0 , Qçpj fok Jv09f_ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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, to:' Li)4i1cm 013'Zz) DW 1:tD To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. outstanding orrctions. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and. where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. _Yes No 1111!1!!!F 11111111. a. OW-71 *LOWE" llnhlbw " VrntJnWm I'ThpJC flitJ 1DP Lf Ths3t2, F(PJD fr19 ShWr 1 - fE7LSat310J T51C. IC) 4 -aK SWELe, Of CeM PbQe2m) A I 64ui Iho &tQZM 4 aZ L7 - FiJ ' :. . (Os) Pi t&lC4,sr, (t1 it, 1AO (-r?L\ wr) iHi VeffiQleOP CLOrEAkXk LM&- K -rzi1j 'ftJc1ei PtiZ rie- k2-i1i. L i o-1.4() - LoC1 USPJ&.. (6)Lt) cr P u STD Form No. RPCS.41290 Vird1!). .oôZ SiNr,Jci- f1Q OtAi NPmxi -tKrB. -r rvkL - --- -.---.'-. - .---- ••. - '-C ttTi1L I ' S41 D2. JiThf=.- LL'c)IN& ___ 3f'L-tc-1 yy v1 Un eI2 (SEE 3ir - - - - -,--, - - _;_-• 4 - - - - - e - ESGIL CORPORATION V 9320 CHESAPEAKE DR., SUITE 208 V ' SAN. DIEGO, CA 92123 V V (619)560-146.8 V. V DATE: V (RISDICT JURISDICTION:, CARLSBAD. 'LAN CHECKER V V V []FILE COPY 'VPLAN CHECK NO: SET: oups V V V V ODESIGNER ' V - PROJECT ADDRESS:. -z- •VQJ V PROJECT NAME: . V pins transmitted herewith have been Vcorrectedwhere V V V necessary and substantially comply with the jurisdiction's V V building codes. V. The plans transmitted herewith will substantially comply Fl V with the jurisdiction's -building codes when minor deficien_ V cies identified V,, are resolved and V V V checked-by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected V. and resubmitted for a complete recheck. .The check list transmitted herewith is for your information. V The plans are being held at Esgil Corp. until corrected •, ' plans are- submitted for recheck. . V , V,V D The applicant's copy of the check list is enclosed for the V V jurisdiction to return to the applicant contact person. V V V .The applicant's copy VQf, the check list has been sent to: V H4D _,9~ _1/5 _ili rn/V6iJ &IL'A-J,' .Esgil staff-did not advise the applicant contact person that V plan check has been completed. V V U E.sgilstaff did advise applicant that 'the plan check has V V V VV been completed. Person contacted:V .:: Date contacted: Telephone # V • V V - U REMARKS: • 'V V V V V • V Enclosures V . L CORPORATION • V • V V VV.VV V V: GA V QVW dV/ V • •• • V PLAN COCK NO •. FOREWORD: PLEASE READ Plan check is limited to technical requirements - contained in the Uniform Building Code, Uniform JURISDICIION: _CITY OF CARLSBAD - 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 TO: Eca7g4. . . regulations enforced by the Building Inspection - : Department. You may have other corrections based _1 2.i _MiO€T _.__.:.". on laws and ordinances by the Planning Department, - . . . . Engineering Department or other. departments. M6or'3 1tr-,(A-ufo,w . . . . . PresentCalifornia law mandates thatresidential ENCLOSURES: .. . construction comply with Title 24 and thefollowing model codes: - - - . . . •. . 1988 UBC (eff. 1/1/90) . 1988 UPC (eff. 1/1/90) . . PROJECT ADDS: I27 _14ztJR 1987-NEC (eff. 10/28/87) . 1988 UMC (eff. 1/1/90) The above regulations apply .to residential ... . . _O22 C :• 'FLOOR :-s4-L rz.)/ wtl ')/4i t) construction, regardless of the cod editions adopted by ordinance. STORIES: _.'.. The -circled items listed need clarification, modification or change. All items have to be EEIE: . .. satisfied before the plans will be in conformance - with the .cited codes and regulations. Per Sec. RNARKS: .' _. 303(c), 1988 Uniform Building Code,.the approval of the plans does not permit the violation of any state, county or city law. .-.... To_speed_up the recheck process,.noteon this list - •, . . (oracopy) _where _each correction item_ has been PLANQ)RRIONxr addressedi.e.,plansheet,specification,etc.Be CITYOFCARLSBAD sure to enclose the marked u list when vousubmit DuPLEx ' therevisedplans: . Date plans received by jurisdiction: - . Date plans received by Esgil Corporation:- Z> . . Date initial plan check completed: . . 4-O __By: ___1LPi /T\EL. . . Applicant contact person: . . • 4I ._go . . : PMM NUMERS An NOT DW SEQUENCE AS HAVING NO rMtS NINO (X)RRIONS WERE DRTkT. List No. 12, Carlsbad-Single Family Dwelling and Duplex.WithAll Supplements. -(1988 UBC) •'. I' •' ,&, , PLANS 1,0. Showon the title ,sheet,all structures, pools, / walls, etc. included under this application. 1. Please. make all 'corrections on the original Any portion of the project shown 'on the site tracings and submit two new sets of prints, aid plan that is not included with the building any original plan sets that may have been permit application filed should be clearly ' • returned to you by the jurisdiction,..to: 'identif.ied''as "not included." Esgil'Corporation, 9320 Chesapeake Drive, ]A. Clearly show if the lower level is a basement Suite #208, San Diego, California 92123, / or a 1 story, based on the definitions in (619)560-1468. Sections 403 and 420. Plot the finish grade - (as defined) on the elevations and dimension -X. Please make all Corrections on the original the distance to theY floor above-, for-story 7. ,. tracings and submit two new sets of prints, determination. and any original plan sets that may have been returned to you by the jurisdiction to 12 On the cover sheet of the plans, specify any items requiring special inspection, by way of - The jurisdiction's building department the following Indicate on the Title Sheet, of the plans, 'the REQUIRED SPECIAL INSTRUCTIONS l / name of the, legal owner and name of person ' In addition to the regular inspections, the responsible for the preparation of the plans. following checked 'items will also require - ' 'Section 302(a)7. Special Inspection in accordance with Sec '306 1 of the Uniform Building Code. All sheets of plans must be signed by the ' . -person responsible for their preparation. ITEM REQ. IF REMARKS .1 (California' Business' and Professions Code). ' ' CHECKED SOILS COMPLIANCE 5. Plans, specifications and calculations shall be PRIOR TO 4 • signed by the California state licensed FOUNDATION INS?. • :engineer or architect responsible for 'their . preparation, ', for plans deviating from ' ' STRUCTURAL' CONCRETE conventional wood frame construction. Specify OVER 2500 PSI expiration date of license. (California Business and Professions Code) PRESTRESSED STEEL 'I. Specify'on the Title Sheet, of' the plans the gross floor area of each' element of this 'FIELD WELDING ' V 11v01i/fI& ii - project including dwelling, garage, carport, HIGH STRENGTH BOLTS patio,-deck and.balcony. Section 302(d).. ' EXPANSION ANCHORS 7. Provide a statement on the Title Sheet of the plans that' this project shall comply with Title 'SPECIAL MASONRY 224 and 1988.UBC, UNC and UPC and 1987 NEC. .1 SPRAYED ON FIRE 'Submit fully dimensioned plot plan drawn to PROOFING / scale showing location, size, and use of all • existing and proposed structures on the lot. 'PILES/CAISSONS Identify property lines and show lot dimensions and all easements. Show location 'Of all cut or DESIGNER-SPECIFIED fill slopes. Show finish floor elevations and show elevations of, adjacent finish grade. OTHER Show drainage patterns with' minimum slopes. Section'302(d). • ' ' ' ft. ,' Indicate ' distance ' from property lines to , FIRE ?ITI !O 7. proposed building. Section 302(d). - J'3. Exterior walls closer than 3 feet, to property - • ' •, / lines shall be one-hour rated construction and * - ',.• . ' / 'have no openings. Table. 5.-A. -' - 1, -• , '. "• ' . , -•• - •,;-4c -. . - ' :'y - ' ' ' -' .,, '' . -• ' • -12/11/89 , ' . . Exterior walls closer than 3 feet. to a property 3. Openable window area in habitable rooms must / line shall have 30 inch parapets when the floor / be 1/20 of the floor area -and a minimum of 5 area per floor exceeds 1,000 square feet. square feet. In bathrooms, laundry rooms and Section 1709. - similar rooms 1/20 of area is required and minimum is.l.5 sq. ft. Section-1205 (a). ]. Projections, including eaves, may notextend / more than 12 inches into the 3 foot setback 2,4. At least 1/2 of the common wall must 'be open from the property line. Section 1710. / and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the - Eaves over required windows shall be not less interior room if light and ventilation is / than 30 inches from the side and rear property - being supplied from .an adjacent room. Section lines. Section 5014. . 1205 (a). 4. plastic skylights shall notbe installed within that portion of a roof located within ,a 2,15. / Required windows shall not open-into. a roofed porch unless the ceiling height is at least 7 distance to property line where openings in 1 feet, the longer side is at least 65% open, exterior walls are prohibited or requiredto,be.. .' and the porch abuts 'a street, yard or court. - protected. Section 5207-(a) 7. Section-1205 (a). - Projections, including eaves, shall be one-' Provide mechanical ventilation capable of / hour fire-resistive construction, heavy timber providing five air changes per hour in or of nonconibustiblematerial if they project -bathrooms, water closet compartments, laundry - into the 3' setback area from the property . rooms and similar rooms if required openable -line. Section 1710. . . windows are not provided. $ection 1205 (c').cf. 07t. Show location of permanently wired .smoke 'detector: Mu AWJ D niiot.iñ6 / ,,w/i'lif2j Show discharge point for exhaust air to be at . least 5 feet from any mechanical ventilating p a U, Centrally. located .in corridor or area . intake. Section 1205(c). - giving access to sleeping rooms.LDWL-e ' On each story. . 28. Ductless fans cannot be used in bathrooms if a - C. In the basement. tub or shower is present. Section 1205(c).w--l41y -. d. When sleeping rooms are upstairs, at the rAA AkE tr uci - . upper level in close proximity to the . No habitable room, other than a kitchen, shall stair. . - be less than 71 0". in any dimension. Section - e. In rooms adjacent to hallways serving 1207 (c). bedrooms, when " such rooms have a ceiling , height 24 inches or more above the ceiling ). Show that ceiling height for habitable rooms - . height in the-hallway. . . -. is a minimum of 71 6". Section 1207 (a). t!.Je .As4 NOTE: Detectors shall sound an alarm, audible in - - all sleeping areas of the unit. Section 1210 3,L Show ceiling height for laundry rooms, - IO. When the-valuation-Of a room addition or repair / hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). - / - exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at 3,L Dimension on the plans the 30" clear width for - existing bedrooms per item 19 above. Section / water closet compartments and 24" clearance in - 1210. - front of water-closet. Section 511 (a). - - . ERALRIDENTIAL 1wTS . Specify safety glazing for glazing in hazardous locations such as glass doors, 11. Habitable -rooms, other than kitchens, shall glazing adjacent-to doàrs and glazing adjacent .7 contain at least 70 square feet of floor area, to walking surfaces. Section 5406. - At least one room shall have not lOss than 120 square feet of floor area. Section 1207 (b). 34. Glazing, in the same wall plane -as a door, must be safety glazing if.within 12." of the Window area must be at least. 1/10 of the-floor - door and less than 60" above the walking 7 area -and a minimum of 10 square -feet per - surface, unless the glazing is leaded or Section 1205(a). Appears to be deficient in - faceted glass. - Section 5406- (d) 6. wiW1iu Z. - - - 13QbOfl14 - Glazing in shower and tub enclosures shall be - . - - - tempered, laminated or approved plastic -' -. - -- (including- windows within 5 -feet of tub or shower floor). Section 5406 (d) 5.w,21Z Zozi -: 4 tfH, W/4100,J Jo c Lít'i,tk PDofvi - -. - - - • 2/12/90' - - - . - - . 3 - /3 . 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 square feet with the minimum openable width 20" and ,the minimum openable, height 24". Section 1204. 34'. Basements in dwelling units 'shall comly with / the above (even if not designated as sleeping rooms). Section 1204. 3. Walls and floors separating units in a duplex / shall be of one-hour fire-resistive construction. Section 1202(b). 4. A mezzanine is an intermediate floor anday / . not have •a floor area exceeding 33 1/3 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. 4b. The loft you show does not comply as a / mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. - .. 'xrrs, sTArr&Ays., AND RAILThGS i1. Floors 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). 4. Requird exit doorways shall be not less than / 361T in width and not less than 61 8" in height, and shall be capable of opening at least 90 S degrees. Section 3304 (f). - J.3. 'Provide 36" high protective riling 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. t&1,ofZ - Provjde stairway and landing details. Section, 3306 (b),-(c) and (p). Maximum rise is 7" and minimum run is 11". When the stairs serves'less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. - Minimum headroom is 61 -611 . (per Title 24) C. Minimum width is.36". 46.All handrails per 'Section '3306 (i), shall ,'satisfy the following: ,'. Provide handrail -for stairways with 4 or more risers. Handrail shall be 34" above the nosing of treads. (per Title 24)3'-34.", ),g'.&L,rS . The handgrip portion of handrail-shall be 7 not-less than 1 1/211 , nor more than 2" in cross-sectional dimension. - 317. Every stairway 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 (g), - 3304(j). I3. An interior door may open inward at the top step of a stairway provided the top step is -not more than 7 1/2" lower than the floor level. Section 3304 (i). L(9. Provide details of winding stairway 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. b. Maximum-rise is 8 inches. - - - C. Minimum width is 36 inches.: 5/. / Provide spiral stairway details,-per Section •- /2. Provide skylight details .to show compliance 3306 (f):-/ with Sections 3401 and 5207 or provide - -- I.C.B.O. approval number. a. Minimum run is 7 1/2 inches measured at a / point 12 inches from where the treads are 3. Plastic-skylights must be separated from each the narrowest. / other by at least 4 feet. Section 5207 (a).6. b. Maximum rise is 9 1/2 inches. Maximum 64. Show attic ventilation. Minimum vent area is clear opening between risers is 6-inches., 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent-is at least c. Minimum headroom is 6 feet 6 inches 3 feet above eave vents or cornice-vents.. • - . Show required area and area provided. d.4, The tread must provide a clear walking Section 3205 (c). - area measuring at least 26 inches.-frorn:the - outer edge of the supporting column to the MASONRY inner edge of the handrail j /l. . . . .. . . -f - . . -. Spiral stairways may not be used for required • / Provide -fireplace construction details or note construction to be per attached fireplace / exits when the area served is greater than 400 . standard drawing. Chapter 37. sq. ft. Section 3306 (f). . Provide I.C.B.0. Research Report and number for Show anchored veneer support and connections - attached to wood in Seismic Zones 3 and 4, / metal stairway, or submit plans and - comply with Section 3006 .(d)1 and Section 2515 I calculations and approved fabricator registered (a). Show ties and #9 wire in horizontal with the building department or-note that the joints. . stairway fabrication plans shall be submitted - to and approved by the building official prior Show height and construction details-of all to installation. - / masonry walls. Chapter 24. - 43. Exterior stairways shall not project into the 3 foot from 68. Show floor and roof connections to masonr setback the property lines. Section walls. -Connection shall resist 200 pounds per • -3306 (n). . lineal foot or the actual design load, whichever is greater. Cross grain tension or 54. The walls and soffits of the enclosed -usable interior bending in wood ledgers is not-permitted. • space under stairs shall be protected - Section -23l0.2 4/9-s. VerA-iL. 5/-4c.'w (-'u_- h'l1 - . - on the enclosed side as required for one-hour iE1ThkIifJ( L1JU. frui S 17ziu .s' .J £E,/'/e WAu • fire-resistive construction. Sect-ion 3306 (rn). .6. Show a minimum 2" air space and flashing / - %j,'flj.'/,J / between planter and building walls. Within units, show that corridors have a Section 2516 (c) 7. - - minimum width of 36 inches. Section 3305 (b). . GARAGE AND CARPORTS - -, ROOFING Jk - - - 7t• Garage requires one-hour fire protection on - . Specify,-roof slope. . / the garage side of walls and ceiling common to Roof slope is not adequate for roof type • / the dwelling. Table 5-B, Section 503 (d). - specified. Table 32-B,C,D and E. 7/I.. - . - All elements supporting floor above garage, / - - . - / including walls supporting floor joists, must . Specify -roof-material -and application. Chapter / have one-hour fire-resistive protection on the % - / - 32. . - • . - garage side.'.Section 503 (b) - - 0. Specify I.C.B.0. 0r U.L. approval number for - - 74. Show 1 3/8" solid core self-closing door for / • roof materials not ccvered in U.S.C., e.g., / operLiigs between gaae a-id- dwelling. Section - tile, etc. Section 107. - - 503 (d). fi6. / Specify minimum 1/4 inch per foot roof slope 74. - Garages are not permitted to open into a room - for drainage or design to support-accumulated / - used for sleeping purposes. Section 1104.. - water. Section-3207 (a) and Section 2305 (1). I- -- - Show roof drains and overflows. Section 3207. - - 1Ec:7J_5 44- AA11J Zt . - - - - - - - - - /17 597 12-1. i1r1 /ft1 V.Oklte - -, e" tj1'4it - - • T - - - - - - - - - Mri rtwtP-ic3 onu1- t°r1 :3 -Ser. - - 12/11/89 1-00 &0 -. - - • -;: • - - - 0* 7%. Anoccupancy separation is not required between / carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 75. Show garage framing sections, size of header over garage opening, lateral cross.bracing at plate line, method bracing garage front and ' holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to LOfl1fLThAJ .'O'fAAJEL — 3ptEE7 3 7. Doors 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). 71. Provide an 1811 raised platform for any FAU, / water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section .1310 (a). -, FXJNDAIION R(JIRXTS Per soils report, note on the plan thesoils j classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 2z'.o bIUtiDAJj Moisi?-rf,P.g The foundation plan does not comply with the / soils report recommendations for this project. Please review the report 'and modify design, notes and details as required to - show -. compliance:_______________________________ '6. 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 been determined that the recommendations in the soils report are .,,properly incorporated into the construction documents (when required by the soil report). 0• '4 0 The soils engineer recommended thathe/she / review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundati'on inspection, the soils engineer shall advise the building . official in writing that: The building pad was prepared in / - accordance with the soils report, 1. The utility trenches have been properly back-filled and compacted, and ,3' The foundation excavations comply with / the intent of the soils report".,_ • 0 Show height of all -foundation walls. chapter 7 23. 4. Show height of retained earth on all / foundation walls. Chapter 23. 8/. if cut or fill slopes exist, show distance, of 7 foundation to edge of cut or fill slopes and 0 show steepness and-heights of cuts and fills. 0 0 Chapter 29. • 0 '6. Note on plans that wood shall be 6" minimum 0/ above finish grade. Section 2907 (a)-. 8ft. Note on plans that surface water will drain / away from 'building and -show drainage pattern and key elevations. Section 2905 (f). — /8. Dimension foundation per,U.B.C. Table 29A: Floors 0 Footing 0 Supported' Steniwall Width Depth Thickness 0 1 0 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8. Show foundation sills-to-be pressure treated, / or equal. Section 2516 (c) 3. 94. • Show foundation bolt size and spacing. 0 0 / Section 2907 (f). . • J.Specify size, I.C.B.0. number and manufacturer of power driven pins. • Show edge and end distances and spacing. Section 302 (d). 0 A/a,.) - BPt12iAX.,, c 0 - (AEJF"1 / F 11112E 57Z'E1 iJrEUt7i4J WILL I6 4-/2&1J,47L '/ S (}77 - 5f /3" 1?eP FD7S - , 4 c&p6er 0 • . • 0 . • 2/13/90 • . • 0 • o - - 6 92. If required, show size,imbedment and location of hold down anchors on foundation plan. Section 302 (d). J7 P&u) r,iJtS' O17Th#1 P,giu', 5(3. If hold downs are required, note on plan that / hold down anchors must be tied in place prior to foundation inspection. Section.305 (e) '1. S Show adequate footings under all bearing walls and shear walls. Section 2907 (b).55 EeLocd 95. Show on the. piani stepped footings for slopes -.steeper than 1:10; Section 2907 (c). ip Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section.2516 (c) 2. cp4. Show pier size, spacing and depth into / undisturbed soil. Table 29-A.$p'7- Oi271 //THj'i J/L4/', 9$. Show minimum underfloor access of 18" x 24". / Section 2516 •(c). '.. Show minimum 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 approximately opposite sides. Section 2516 (c) 6. FRAMDIG Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. /1. 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. Sec. 2.506 (h), 2517 (d) 6. Show blocking at ends and at sucrts of floor / joists, rafters and-trusses cit exterior wails. Section 2517 (d) 3, 2517 (h) 6. 1. Bearing . partitions, perpendicular to joists, / shall not be offset from supporting girders, . beams, walls or partitions, more than the depth - •. of .the joist. Section 2517 (d) 5. iq15. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on èenter and be just above the ceiling joists,, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1/6. Show rafter purlin braces to be not less than 7. 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. Show nailing will be in compliance with Table " 25-Q. 109 Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop -ceilings and cove cilings;,aj& rizvi6 C.. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with .the run of stairs if the walls under the stairs are unfinished; and d. • In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. - 10. In duplexes, draft stops shall be provided in / floor-ceiling assemblies and attics in line with wails separating units and separating units from common areas. ,/,Show stud size and spacing. Maximum allowable ..stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. l2. Studs suprting two floors, a roof and I ceiiing.murt be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 1(3. Note on A.I.T.C. Certificate of Compliance for / g1ued laminated wood members shall be given to the building inspector prior to installation. Section 2505. qi (ip Prrnd_,5 $1/cn) 1/O fig 1 ,vD,7761 /_/z ,L3 i7OiJ JA-- A)mE 7 • ' ' • j- L2ArAk- Pjjo'g Pgj ,,u ic //v-7 if 1W tue ,_crk-n1 /6 Li27- -. 4 Igi-ivi,rg a ~'m-T . z'i mo &qynLa, 'iL•E 5Ha') 2~ l 2/12/9 • • 7 4t66.- 4x op- 6x monat--e hirDUIAW f IIL - 5iI -r 9 5thLk5 POueL S,v. I ille Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). xf, DEL.K. 115 Detail shear transfer connections; including roof and floor diaphragms, to sháar walls Section 2513. 116 Specify nail size and spacing for all shear walls, floor, and roof 'diaphragms. Indicate - required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J , K and Section 4714 (d)]. cci . "rjL i Lil P-/c -Se Ptilit' (Aivi) F- zo, ii. 147. Provide truss details and truss calculations '7 for this project. Specify truss identification numbers on the plans. C118).Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will -be as - ' designed). p Provide roof framing plan and floor framing / plan. Section 302 (d). Provide framing sections through Section 302 (d). ]41.. Specify all 'header sizes for opening over 4' -/ wide. Section.2517 (g)5. 1j2. Provide calculations for main vertical and / horizontal framing members and post footings. Section 302 (b). 3. Provide calculations for lateral loads, shear - /.. panels, shear transfer and related. Section * I 302 (b). . 4. In Seismic Zones 3 and 4, the allowable shear '' I wall values for drywall in Table 47-I must be reduced 50 percent when' considering .earthquake loads. This does not apply to wind loads. Footnote '1.' 125. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See coents be1cw or at i.i.C./ J1i~9A)r,qt 112,91)1 Mi/' ',t1o7 4- H(Er ' 3/O& 2 . 7317h' -7q iE /V67EP tiii1EJiii SE ' tLn&Fq. 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 treated wood is used. Section 2516 (c) 4. 127. Individual concrete or masonry piers shall project at least 8 inches_above exposed ground 'unless the columns or posts which they support are of approved wood of natural resistance to decay or 'treated wood is used. 'Ii Section 2516 (c) 4. /1'0,0ei9P l7e771L 6 P-i JZfei912Di# 5d3s3 128 Show location 'of attic access with minimum size 22" x 30". Section 3205. 2d ]49. Show draft separation for attic areas between 7 units in a duplex. Section 2516 (f). 131b. Specify plywood and/or particle board / thickness, grade and panel identification index. Table 25-S. 141. When roof pitch is less than. 3:12, design / ridge as a beam. Section 2517 (h). 132. If foundation cripple wall studs areless than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) '4. ^9 11 ,?-PI1 l3. Cripple wall studs exceeding 4 feet in height I shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. i3. 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 (i), '2516(g)3. - Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 1A6. Ridges, hips, and valleys shall be at least / one size larger than 'supported rafters. SOctioñ 2517 (h) 3. in open beam constuct.Qn, -rovie strap ties / across the beams at the ridge support. Section 2501 (b). All -heating, ventilating, and' cooling systems and appliances shall comply with the Uniform Mechanical Code. FThi(b// AJrL -A-10 -q ') "gyi oWA) ifLiOi1OitJ - ,•w • ur nr f6goda Pii) - r-itiD/ ,9t/__ -I- M9-1 /7wE1EAI fe3z74 4AvD, f EL774 ZS/~ (ia& Aw'uor S'PP,er ,z,,tj,ev, PRDt1/9E PE713/(..5 ' 93 , /A -1 iq,q1j3, - )lá. show the size, location aid type of all heating and cooling appliances orsystems. 8139. show source df combustion air to furnace, per oapter '6, UMC. (' 2. ...q ijo. 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, Sec. 1212. 1d1. 'Show minim= 30' deep unobstructed working / space in front of furnace. Section, 505, UMC. 1/2. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with" access, only, through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. - 'Section 704 UMC. 13. Show, I.C.B.0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. 144. Show access to the attic containing equipment / to be minimum . 30 inches by 30 inches. The opening may be 22 inches by. 30 inches if the equipment can be removed through such opening. Section 708 UMC. 1/5. Where.equipmant is installed in the attic, the distance from the attic 'access to such equipment shall not exceed 20 feet. Note that passageway to the attic furnace shall be 'unobstructed 'and have continuous solid flooring not' less than 24 inches wide. Section 708 UMC. - 1$..Show permanent electrical outlet and lighting fixture controlled by a switch for the.attic furnace. Section 708 UMC. 1L8. how details to comply -with Section 709 for / ,furnace under the floor,' or Section 710 for roof or outside furnace. lL9 Note on plan: Gas vents and non-combustible piping, in walls,, passing through three floors - or less shall be effectively draft stopped at '-each floor or ceiling. 8 1JBC,Secti6n.1706 (a) 6. .1,903. Provide dryer vent to outside. 'UMC,'Section , '4 S • ' ' _. 4, V LEC1CAL (RATI0AL. ELECMICAL CODE) All wiring shall comply with the National' Electrical Code. . l51 Show on the plan the amperage of the. 'electrical service, the location of the service panel and the location of any sub-panels. , If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles. 153'. Electrical receptacle locations anor spacing is not adequate in O(~ U1 dl c L4 VIA /&iiv7 'DiNIA)dy.-k. (.fli& /2..' MAX gerlvleèAj 6o717c iWx P2i /.74., ,9,,u ,,ix.',) Show , at least one convenience outlet other I than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 155. Note convenience outlets in bathrooms' kitchen counter top(s) within 6 feet of the kitchen sink, outdOors, and in garages and basements (other than for laundry and similar equipment) shaj,l be GFI protected. NEC, Art. 210-8. 5I-1o&' 0t)1L.&1' r4Jov). LJ?ij.' 156 Note electrical system grouiid to be provided per NEC,-Art. 250-81.PevL56 tiojiz J SflLET =/?..3.. )q-7 .Oi17iJIJ FUMING (UR1Yo4 PIDOING CEDE) i4. Show water heater size, type and location on / plans. UPC, Section' 1301. l8. Show source for providing combustion air to / fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 19. Fuel combustion water heater shall 'not be / installed in bath or bedroom or, in a closet opening into bath orbedroom. ,UPC, Section 1309. 10. Provide adequate barrier to protect water / heater from vehicle damage. An 18 platform for the water heater does hot satisfy this requirement. UPC, Section 1310. '161. Show T and.? valve on water heater and show route of discharge line ,to exterior. UPC, Section 1007(e). I.' '. ': :. '. -• S ' -.' .• , 1/19/90 -. : . , ' .•: . 9' 162. Show that water,heater is adequately braced to resist seismic forces, when not connected by rigid pipe. tJMC Section 504(d). 1d3. Show shower stall can-accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). i. Provide clothes washer hook-up for each unit. / Title 24, Part 3. NOISE INSULATION (IXJPLEXFS) l5. Show details of duplex common (party). walls and -.7 floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating onfloor/ceiling of 50 decibels. Title 24. 'l6. 'Show how penetrations of assemblies for piping, * / electrical devices, recessed . cabinets, -f bathtubs, soffits.--or heating ventilating, or .exhaust ducts shall be sealed, lined, or insulated - to maintain required' sound transmission rating. Title 24. ]J67. 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. - ENERGY CONSERVATION - - .'-Provide plans, calculations and worksheets to. / - s • how compliance with current energy standards. 169 The regulations require a, properly completed and properly signed Form CF-lR to be-either - imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of - - the approved energy design. - 0. All energy items shown on-the plans must be in /.' agreement with the information shown on the - -. - properly completed Form CF-lR. - - 1. Specify on the building plans all of the / . mandatory energy conservation requirements as C! listed on the enclosure titled, "Mandatory Energy Conservation Requirements". - - - Show the make, model and efficiency of the - - / space heating (or- cooling) - system and provide / heat loss calculations if the output exceeds - 45,000 BTU/Hr. - ]J/3. For room additions, show that-the glazing area / 'of the-addition-does not exceed 16% of the newly-conditioned floor area, plus glazing - removed-or relocated due to the addition. 174 Provide fluorescent general 'lighting in kitchen(s) per CAC, Title 24, 2-5352(J). Aitio ii) CARLSBAD S.F.D. & DUPLEXSUPPLXENT Energy conservation design 'should be for- Zone 1/ / 7. 6. Floor drains must have auto-prime (city policy). - 177 Note exhaust 'fans cannot' be ductless type - (city, policy). l7A. 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 3/4" copper pipes must be installed 8 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. -- 8093). - - 180. All piping for present or future - solar-water heating must be insulated when in areas that are not heated or cooled -by mechanical means (city policy). ]41. Incorporate 'the waterproofing details, on the / attached Policy 80-8, where interior living space occurs- below grade at the masonry wall(s). - - 18-2. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. l3. All - new residential 'buildings, including / additions, require a soils report. Please submit two copies. Exception: If . a room 'addition is limited to one story and 1000 sq. ft. in area, then a soils report is'not - re:ired. Esgil Corporaticn will advise the City to place their soils notice stamp on the - plans. Heavy timber framing, minimum - 6" x 10" beams / - and minimum 8" x 8" post, for the structural I beam and column supporting the-fire separation between the garage and living area- above, is - acceptable if shown on the plans. (city - 'policy). - 6 34'5..A11 structures require a Class B.r66f ovèring, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. . i4. City Ordinance 9792 requires two parking f. spaces/unit with clear area of 20'x20' i.e. no washing machines,. etc. Show compliance. 187 All chimneys attached to any ppliance 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 1/2-inch , and shall* not block the passage of spheres having a diameter-of less than 3/8-inch. HiSaUlAMEOUS Please see additional corrections, or remarks, / . on the following page. - . 189 To speed. up the recheck process, note on this list (or a copy) where each correction item has ,been.addréssed, i.e., plan sheet, note or detail number, calculatio.page, etc. 190 -P1ase indicate here if any changes have been made to the plans that are not a result of - s 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. Enclosures: ìô (0rt)(If)f-/3r/1-1Li OF 772&5 iN 'Th4v - //P2 i-icJ o- cr). eIe-i ri. , 66- 1 e c - 's f_no,.J E t1ET I2. 1/v, -. . Yes No The City' of. Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number . . 6191560-1468, to perform the plan check for .your project.' . If you have any ques:1ons regarding these plan check items, please contact .' (. . jj rj A&,L . .. . . - ... - atEsgil Corporation. If' you have any questions . regarding. City 'Building permit procedures, please . . . • 'contact Carter Darnell at the City. of Carlsbad, 2075 Läs Palmas Dr., telephone 619/438-1161. . . Thank you. . 1 •• - , . •- , . '. - -- - - . • 2/14/9 '.. •: - . . . . . - .. 11 - 7 Jurisdiction CARlSBAD . Prepared byt D Bldg. Dept. VALUATIONANDPLANCHECKFEE 0 Esgil PLAN CHECK NO. _6- BUILDING ADDRESS /2-7O /Jz00,e :APPLICANT/CONTACT.. PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION VI -A) CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - -. /o /7- . -Air Conditioninz__. Commercial Residential_. . _. .. Res. or Comm. 'Fire SDrinklers . . . TotalValue __ •1_.. 15 ½ . Buildirid Permit Fee. $ ..__/i/.Q ... Plan Check Fee $ $ 94347 COMMENTS - SHEET. _OF I ; .12/87 BUILDING PLANCHECK A. 41 ENGINEERING CHECKLIST DATE : ho ITEM COMPLETE PLANCHECK NO. ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 1270 .Ncg 5r S N R X ITEM SELECTED 'T D D. C C. .0 PROJECT ID:9eooícs ,5I'I'JC HH H: E- E E LEGAL REQUIREMENTS C C• . K K Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Sho: - .. '. . north arrow, property lines easements e stin and proposed - . structure streets xisting street improvement -, right-o - imensioned set ac s - 2. Show on site plan: Finish floor elevations, pad elevations, 10 elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway -/' - with percent (%) grade and drainage patterns. 3 Provide legal description and Assessors Parcel Number. - Discretionary Approval Compliance - 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval .• for Project No. 6 Project does not comply with the following Engineering - 'Conditions of Approval for Project No. M68I47 Conditions complied with by: Date: - • S Field Review 7. Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: _____ A. Site lacks adequate public improvements. - • - .- -B. Existing drainage improvements not shown or in conflict with site plan. - • C Site is served by overhead power lines D. Grading is required to access site, create pad or provide - S • for ultimate street improvement. • FRM0010.DH 08/29/89 - E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem F Other 1c, Dedication Requirements 9 No dedication required * 10 Dedication required Please have a registered Civil Engineer - - or Land Surveyor prepare the appropriate legal description together with an 8½" 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 Building Permit The description of the dedication is as follows c' 0ic1cj --Uuat bIL C- /ti$I(o H('c4 e'J' D,evvll) • Dedication completed, Date: By: - \1) 2ECQO 0 Improvement Requirements - - -- - •- 11., No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must -- - - be repaired to the satisfaction of the City inspector prior - . •- • to occupancy. _12.,Public improvements required This project requires construction of public improvements pursuant to Section 18.40 of the City Code Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities = posted and fees paid prior to issuance of permit The required improvements are: Improvement plans signed, Date: By *•- .- .-. 4 • .• • - FRM001O DH 08/29/89 t • - - -% .- - 4 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 Jmprovement Agreement completed, Date________________ By Grading Requirements 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) 14. No grading required as determined by the information provided - on the site plan. / 15. Grading Permit required. A separate grading plan prepared by cj'jjç a registered Civil Engineer must be submitted for separate. plan check and approval through the Engineering Department; NOTE: The Grading Permit must be issued and grading - •- I substantially complete and found acceptable to the City _ - Inspector prior to issuance of Building Permits. -. Grading Inspector sign off. Date: By: 9YL) Miscellaneous Permits lb 16 Right-of-Way Permit not required 17. Right-of-Way Permit required. A separate Right-of-Way Permit • issued by the Engineering Department is required for the following:PJcA1 i4PFzdkCi1 4 • • • • 18 Sewer Permit is not required X 19. Sewer Permit is required. A Sewer Permit is required: • concurrent with Building Permit issuance. The fee required. • is noted below in the fees section. • 20 Industrial Waste Permit is not required • ••- • ••- • . .•-•-- -• 08/29/89 1 - 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 Required 22. Park-in-Lieu Fee Quadrant: I Fee per Unit: Total Fee: _L23 Traffic Impact Fee - . Fee Per Unit: oO Total Fee: OO - &/-24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: . 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: Fee:______ ............ • 27. ees Permit No. EDU's 1.0 Sewer A/-25021- Fee: -,. - • . . •'_X-_28. . I Sewer Lteral required: . .. Fee: r90— REMARKS /"I5 &('ge • PtIo,2 Tp CPL7iOA) OF fL1E/, ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY:— Date:_____________ FRMOO1O DH 08/29/89 .• F I - 1' CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR 'TA'( T HALt DATE PROJECT ID I~6 GRADING PERMIT NO.:fE 2oôiS' LOTS REQUESTED FOR RELEASE LD 'Aoc N/A = Not Applicable /:Complete 0 = Incoplete or unacceptable 18t. 2nd. _____ 1 Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate - 3 Overall site adequate for health, safety and welfare of public 4. 'Letter of request for partial release submitted 5 8-1/2" X 11" site plan showing requested lots submitted " V7 6. Compact'ion report from soils' engineer submitted 7. Engineer-of-work certification'of work doe and pad elevations - 8.. Geologic engineer's letter if unusual geologic or subsurface N/A - conditions exist , * : •, ,, 0 9 Project conditions of approval checked for conflicts 10. Can water service be installed prior to'bringing buildin IV/A combustibles on site. Partial release-of grading for the thove stated lots is appro v e d for the purpose of building' permit issuance.. Issuance of building permits is still' subject to all normal City requirements requir e d pursuant to the building permit process Partial release of the site is denied for the following reasons : EC INSPECTOR , DATE PROJECT ENGItER DATE 12- NIORIN PECTOR • ' DATE ' .. . - • 4 ,0 • * -1,• BRIAN SMITH ENGINEERS, INC .. CONSULTING CIVIL ENGINEERS 2656 STATE STREET ° CARLSBAD CALIFORNIA 92008. HONE (619) 729 8981 FAX (619) 729 0650 r ' • •. - - j j4 -' - I- -. - 4 - - J4J • -- . - p • - - - . • -. .• _i 1, Octobei:26, 1990 c . - City of Carlsbad Engineering. Department -• - 2075 Las Palmas . . Carlsbad, CA -92009 . - . . Attention Lloyd Hubbs, City Engineer J N 6657 'SUBJECT BROOKS RESIDENCE, HOOVER STREET BUILDING PAD ELEVATION -• DRAWING # 3129, PE 2.90.15 • . -; Gentlemen: - • / • -. • 1 .1 • .• - This is to "certify" that ,the building pad for the above mentioned project has been graded in substantial conformance with the approved ,grading plan. --- - • • .. - ' ,•• • • - • The word"certify" means it is our profession al opinion. • • Sincerely,, - • -. BRIAN SMITH ENGINEERS, INC Conrad C. Hammann • • - - -+ --- - President • • - Hq - Richard Brooks Co Al Virgilio Exo OF CM-05 I ': •• - - - - -_ - _* -1 - •- - • - -,- • • • -• 4 • • • ' -- I. - • ,- • • - - • •-- • . -,-• - • I - - • -• • - • • -- ••• • •,I .- • -. +1 . - V • - - - - - -- • -I. PLANNING CHECKLIST : i -, \ \ • Plan Check No. i'd- sq6' Address /Z?Q 1--r'2oiM,70Z cT. APN: 206-is-oc Planner VA) ty/ucf_.. Phone 438-1161 (Name) Type '6f -Proj'ec't and'Use cT/z. ,Uw vs'cz'a'd . Zone A-/-/ S- Facilities Management Zone I ., ft Legend o, w '• •, - - S. • • • - Item Complete, Item Incomplete -.Needs your action 1, 2, 3 Number. in circle indicates plancheck number that deficiency ..• was identified 4 Environmental Review Required: YES NO IX TYPE'____________ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. S Conditions of Approval - r.' Discretionary Action Required: YES 7 NO . TYPE APPROVAL/RESO. NO. DATE:- PROJECT NO. OTHER RELATED CASES:' Compliance with conditicins of approval? If not, state conditions which require action. ' Conditions of Approval Coastal : YES_____ NO DATE OF APPROVAL: Compliance with onditions of approval? If'not, state conditions which require action.' - - Conditions of Approval i-S - - V Et D• Landscape Plan Required: YES NO - See :attachéd submittal requirements for landscape plans Site Plan: V 1. P~ovide a full d. plan drawn. to scale. Show: * easements, nd , proposed width and dimensioned setbacks I'D 2. Show on Site Plan: Finish floor elevations, elevations of finish - grade adjacent to building, existing topographical lines, existing V and proposed slopes and- driveway. ZEI - 0 3. V Provide legal description df property. o E]4. ,Provide assessor's parceFnumber. ' . ',Zoning:-' 1 "',Setbacks: Front:-Required -'-Z-c7 Shwn Int. Side: V V -Required /0 Shown to V . Street Side: Required . - Shown V Rear: V V Required —247 Shown V V V 2. Lotcôve'àge:' Requi red, Shown -Yo E6 E - 3.. Height:: Requi red 33i Shown /.S' r5EJ V V 4.,. Parking:1 V Spaces Required 2_- Shown Guëst Spaces Required '---- Shown . Additional comments andremarks have been made on -the building plans. These. V marked-up plans may be, picked Up at the Building Department. These marked- up plans mustbe resubmitted with the revised plans for this project. Have plans / been marked up? YES • NO ______ • - - V () ,p 0 0 Additional Comments c.4'2W -v OF j /4/V 7/5 iZ6 yib W/t /5U I//N6 ° s / c7As1-,)' 6e0Pvv7u7- 12 i'-i 'T fc Q"i29 ,'4 Th'& C 7 ' Tc 2101vE: • V V -•-- • • 4 •_ V- • 4_.. '1117 OK TO ISSUE DATE for(o PLNCK.FRM -q STATE OF CALIFORNIA—THE RESOURCES AGENCY CALIFORNIA COASTAL COMMISSION.. SAN DIEGO COAST DISTRICT 1333 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108-3520 (619) 297-9740 - GEORGE DEUKMEJIAN, Govrnor - NOTICE OF PROPOSED PERMIT AMENDMENT - TO: All Interested Parties FROM: Peter Douglas, Executive Director DATE: October 2, 1990 - SUBJECT: Permit,No. 6-90-107 granted to Richard and Susanna Brooks for construction of a 35 ft. high, 4,500 sq.ft., two-story, five-bedroom single family residence on a vacant 15,000 sg.ft. site, including about 390 cu.yds. of cut and420 cu.yds of fill at1270 Hoover St., Carlsbad, San Diego County. APN 206-150-05. ..The Executive Director of the California Coastal Commission has reviewed a proposed amendment to the above referenced permit, which would result ,in. the - following change(s): Allow extension of the grading season and installation of temporary erosion control measures to occur between the period of October 1, 1990 - November 15_1990. This amendment is considered to be IMMATERIAL and the ,permit will be modified : accordingly if no written objections are received within ten working days of the, date of this notice. This amendment has been considered "immaterial" for the following reason(s): 'The proposed grading season extension was accompanied by a grading schedule , which indicates the installation of erosion control measures and grading can . • be accomplished and the site stabilized by November 15, 1990. If you have any questions about the, proposal or wish to register an objection, please contact Karen La.Mont • at the District Commission office. A. (2354N) 0 • NOTICE OF ACCEPTANCE - . '.STATE OF-CALIFORNIA—THE RESOURCES AGENCY - - GEORGE DEUKMEJIAN, Governor (fIiALIFORNIA COASTAL COMMISSION SAThiEGO COAST DISTRICT 1333 CAMINO DEL RIO SOUTH, SUITE 125 37 SAN DIEGO CA 92)08 3520 (619)'297-9740 tsr — Mr. RichardBrooks -27215 Monforte Mission Viejo, CA 92692 Date September 27, 1990 Applicant Richard and Susanna Brooks Document or - Plans: Erosion control5 plan accompanied by letter from City of Carlsbad. Submitted in conpliance with Special Condition(s) No(s).1 - of Coastal Development Permit No. 6-90-107 Material submitted in'compliance with said Special Condition(s) of your development permit has .been reviewed by the District Director and found to fulfill the requirements of said condition(s) Your submitted material and a copy of this letter have been made a part of the permanent file V • -, - - • a'. • - Sincerely, . • Charles Damm District Director . By Paul B Webb (2345N) 14 rs (3) Submitted l9393' 0007l ,L -4 Ronald K. Adams - Chief Financial Officer .RKA: - Dale R. Regli Registered Civil Engineer Geotechnical Engineer CPACTION LABS, INC. H' SOIL..TESTING & INSPECTION. SERVICES May 16, 1990 CL-2354 -•' anii ly Fun Center .: ' 830 % D an Way yEscondido, California 92025 Subject Foundation Plan Review Proposed Single Family Dwelling - - Hoover Street Carlsbad, California - Gentlemen er your request, we have reviewed the project foundation plans prepared by 5. Shulda and McCloskey Architectural Firm t , Briefly, the plans indicate a portion of the proposed dwelling will consist of . three—story construction Our previously submitted Preliminary Soils Report kLdated January 4, 1990, does not provide recommendaitons for this condition Therefore, the following recommendation should be amended to our report and , lbe ,' incorporated into the design phase of the subject project '. RECOMMENDATION: A11 continuous footings with regard to three—story construction should have a minimum width of 18 inches and be founded a mini— mum of 24 inches below lowest adjacent grade Minimum require— ments for steel reinforcement should be in accordance with rec— ommendations presented in our previously submitted report. If you have any questions, please do not hesitate to contact us. - tunity of be of service is sincerely appreciated. Respectfuliy submitted, -I COMPACTION LABS, INC. This oppor— COMPACTION LABS, INC. SOILTESTING & INSPECTION SERVICES 1 January 4, 1990 - Project No. CL-2354 . Family Fun Center .. 830 Dan Way Escondido, California 92025 Subject: Proposed Single Family Dwelling V Hoover Street - V Carlsbad,. California . V Gentlemen: V Perour request, we have per'formed a preliminary soils investigation for the subject project. - V The purpose of our investigation was to evaluate the suitability of the site V for the proposed development and make recommendations with regard to site . V V grading and foundation design. V V V V 'Briefly, the investigation reveals favorable soil conditions and in our opinion V the site is suitable for the proposed development, provided recommendations set forth. in the attached report are adhered to. V V If you have - any questions, please do not hesitate to contact us. This V opportunity to .be of service is sincerely appreciated.-_ Respectfully submitted, V COMPACTION LABS, INC. Alan H. Sargent V Dale R. Regli President .. . . Registered Civil Engineer 19393 V Geotechnical Engineer 000713 - V . ,RKA/vip cc: .,(3) submitted V V Post-Office Box 271338, Escondido, CA 92027 • (619) 74175289 V * '.. COMPACTION LABS, INC. SOIL.TESTING & INSPECTION SERVICES . . .: ' • TABLE OF CONTENTS - Page. 1 Purpose and Scope •. 1 2. Location and Description of Site - -• i 3 Field Investigation '1 1,4. Soils Conditions . Laboratory Testing : . . . 2 •: 6. Recommendations and Conclusions Grading 0 .• Foundations Slopes Retaining Walls- Review of Grading Plan 7 Uncertainty& Limitations 5 - APPENDIX - Appendix "All -- Exploration Legend and Unified Soil Classification Chart Plate No. 1 Test Pit Location Plan . Plate' No. 2 & 30, Exploration Log •0 • Plate No. 4 - Tabulation of Test Results - Appendix BU -- Recommended Grading Specifications COMPACTION LABS, INC. Project No. CL-2354 January 4, 1990 SOIL: TESTING & INSPECTION SERVICES Page .1 1 PURPOSE & SCOPE . The purpose of the investigation as to determine if the site is suitable for the proposed single family dwelling. - The scope of the investigation was to: - A. Determine the physical-properties and engineering - characteristics •of the surface and subsurface soils. - B. Provide design information with regard to grading, site preparation, and foundation design ofthe .. proposed structures. 2 LOCATION AND DESCRIPTION OF SITE The site is located immediately west of the intersection of Hoover Street and Highland Drive, in the City of Carlsbad, California. The 15' x 132' rectangular shaped property is bordered by Hoover Street to the southeast, single family dwellings to the northeast and southwest, and a vacant lot to the northwest. - • Site toporaph9 consists of gentle terrain sloping downhill to the west. Total difference in elevation between the east and west property corner is approximately 13 feet. • - .. ;-• - Vegetation at the present time is non-existent. - • 3. FIELD INVESTIGATION . - 1 :The fieldinvestigation was performed on December 22, 1989, and included an • inspection of the site and the excavation of two exploratory trenches, with a backhoe to depths of eight feet; Location of test pits are shown on attached Plate No. 1, entitled ."Test Pit Location Plan." As excavation proceeded representative bulk samples were.collécted. In place natural densities and moisture content were determined at different depths in the excavations and 'are included in Plate No.'s 2 and 3. • r 4 -SOIL CONDITIONS - - - tLoose Surficial soils (silty-sands) consisting of plowed ground were found to, be 1-1/2' in depth in Test Pit No.'s 1 and 2. Underlying native soils to - depths explored were medium dense to very dense silty-sands (coastal terrace deposit) QOMPACTIONLABS, INC. . Project No.2354 January 4, 1990 SOIL TESTING & INSPECTION SERVICES Page 2 - Expansive soils were not encountered, therefore no consideration need be given this characteristic. Groundwater was not encountered at the time of our investigation, nor did caving of exploratory-trenches occur. . 5. LABORATORY SOIL TESTING .. All laboratory tests were peforrned on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests con ducted include: - (1) Maximum Density & Optimum Moisture • (2). Direct Shear (Remold) .. Sieve Analysis . • Field Density & Moisture . • Expansion Potential (conducted in accordance with - '• requirements of the City of San Diego Test for Expans.ive,Soils.) Test results are tabulated on the attached Plate No.'s 2 through 4, entitled - "Exploration Log & Tabulation of Test Results". . 6. RECOMMENDATIONS & CONCLUSIONS -General • It i's 'our understanding split-level wood frame construction with slab on grade foundations are planned. Furthermore, restrained retaining wall will be incorporated between the upper and lower levels of. the proposed structure. In our opinion, the site is suitable for the single family dwelling. - Recommendations contained in this report should be incorporated in the planning,-design and construction phase of the subject project. 6A. Grading . General • . Cut/fill -earthwork construction will be required at the site to recompact loose : surficial soils, and to construct a split-level building pad to accommodate the proposed dwelling. All grading should be performed in accordance with the City of Carlsbad Grading Ordinance and the Recommendations/Specifications presented in this report. : - •• .\ - • COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Project No. CL 2354 January 4, 1990 Page 3 Subsequent to site demolition; loose surficial top soils (plowed ground), as indicated on attached Plate Nods. 2 and 3, should be undercut or removed to firm native ground and recompacted in accordance with attached Appendix "B" entitled "Recommended Grading Specifications." Firm native ground may be determined as undisturbed soil having an insitu densityof greater than 85 percent of maximum dry density. We should be contacted to document firm native ground is exposed and properly prepared prior to filling., V Prior to constructing fill slopes, shear keys should be excavateda minimum -of 2 feet into firm native ground, inclined back into slope and have a minimum width of 10 feet. We should be contacted to document keyways were, properly constructed prior to placing fill. All fill soils generated from earthwork construction should be placed in conformance with attached Appendix B, entitled "Recommended Grading Specifications". If encountered, leach lines arid/or pipes should be removed. Concrete pipes may be crushed in-place. Trench lines should be recompacted in accordance with Appendix "B' It is highly probable the proposed structure will be traversed by a transition" from cut to fill. Therefore, to reduce structural damage occurring'from foundations bearing on two different soils types, the following measure should be employed. It is recommended the cut side of the transitional areas be removed to a depth of one foot below the 'bottom of the deepest proposed footing and brought back to grade with properly compacted fill.' This will allow the proposed structure to bear entirely on a compacted fill matt, thus reducing the probability of differential settlement. The removal area should extend under a minimum of five feet 6eyondthepr6posed dwelling. V ' 6B. Foundations ''General The prevailing on-site soils are comprised of non-expansive soils with above averagestrength parameters. Therefore, we recommend conventional foundations be utilized, provided the aforementioned grading recommendations are adhered to. :For one story construction: Continuous' footings having a minimum width of 12 inches and founded a minimum - depth of 12 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per .square foot. V ' V , •'' ' Vi. COMPACTION LABS, INC. Project No. CL-2354 January 4', 1990 SOIL TESTING & INSPECTION SERVICES Page' 4 For two story construction: . Continuous footings should be founded 'a minimum of 18 inches below lowest adjacent grade. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Interior slabs should be a minimum of 4 inches in thickness and reinforced with ' 6 X 6, W1.4 X W1.4 welded wire mesh. . 6C. Slopes Cut and compacted fill slopes constructed to maximum heights of .15 feet with , minimum slope ratios of 2:1 (horizontal to vertical units) will be stable with relation to deep seated failure provided they are properly maintained. During grading, positive drainage away from top of slopes should be provided. 'Subsequent to completion of grading, slopes should be planted, as soon as possible, with light groundcover indigenous to the area. •' ' ,6D. Retaining Walls For static conditions the prevailing soils will have an allowable equivalent' 'passive fluid pressure of 404 psf, increasing 404 psf per foot of depth. Allowable pressures assume walls are backfiiied with a non-expansive sand a distance behind the wall equivalent to two-thirds of retained height. . Allowable active pressures may be assumed to be equivalent to the pressure of a fluid weighing 33 pcf for unrestrained walls. These values assume a vertical, smooth wall, and a level, drained backfill. Should these conditions not be met, we should be contacted for new values. Allowable active pressures for restrained walls may be assumed to be equivalent to the pressure of a fluid weighing 33 pcf, plus an additional uniform lateral pressure of 8H pcf. H = height of retained soil above top of 'wall footing in vertical feet. . . The coefficient of friction of concrete to soil may be assumed to be .44 for resistance to horizontal movement. 6E. Review of Grading Plan Approved site and grading plans were not available at the time of our .J investigation. Therefore, upon their completion we would like to review them to assure compliance with the recommendations presented in this report. Preliminary plans used during our investigation were provided by Family Fun Center and were not dated. ' COMPACTION LABS, INC. 990 CL-2354 SOIL TESTING & INSPECTION SERVICES Page 5 - 7. UNCERTAINTY AND -LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report, we should'be contacted to provide their engineering properties. It i.s the responsibility of the owner and contractor to carry out recdinmendations set forth in this report. • * During our invèstigation of subject site, evidence of faulting was not encountered. Subsequent to review of available geologic literature, w&feel any faulting in the vicinity of the site may be classified •as inactive. However, it should be noted that San Diego County is located in a high seismic aria with regard to -earthquake. Earthquake proof projects are economically unfeasible. Therefore, damage as a result of earthquake is probable, and we assume no liability. We assume the onsite safety of.our personnel only. We cannot assume liability of. personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies. If you have any questions, please do not hesitate to-contact us This opportunity to be of service is sincerely appreciated. • Respectfully submitted, - COMPACTION LABS, INC. / Alan-H. Sargent Dale R. Regli President • Registered Civil Engineer '19393 Geotechnical Engineer 000713 RKA/vip • - • cc: (3) submitted • * . COMPACTION LABS SOIL TESTINC, & INSPECTION SFRVI( LS EXPLORATION LEGEND UNIFIED SOIC. CLASSIFICATION CHART - UPTION GROUP _'SYM&30L TYPLCAL 1A.'t1 MED. More than :eriat is larger , . . .1 )O slave size. CLEAN GRAVELS CU Well graded gravels, gravel- of mixtures, little or no - is fines. - - Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample CK - Undisturoed clunk sample. BG Bulk samole , . .. -' I. 0 ' APPENDIX 'A' Post Office Box 271338, Escondido, CA 92027 • (619) 741 5289 0, .. . --. •' -. 0• '5C LE - 11* > 2RDP1YED 5I6L -FAMILY DV\ILLLING _kpv ETgEE7 CPRL5ESAD '• 1 ] COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TEST PIT LOCATION PLAN PROJECT NO CLL3L PLATE NO COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME Hoover Street, Carlsbad 'ELEVATION Existing Grade DATE LOGGED 12-22-89 TEST PIT NO. 0n a) 0 cj) 0 cu CD 0 - -. Description & Remarks / 0, 6 CL E 0 a as SM Light Brown, Humid,. Loose, Silty-Sand. (Plowed Ground) : CK 109.4 4.3 28.0 1.5' SM Light Brown, Humid, Medium Dense, 2 ; Silty-Sand. (Native) BG 2.5' 3 • 4 5: 6 Mottled Gray and Red @6'. • BOTTOM OF TEST PIT. .1 CL-2354 PLATE NO. Two -- - a COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME Hoover Street, Carlsbad DATE LOGGED 1-04-90 ELEVATION Existing Grade TEST PIT NO. Two CL t5 a — o... 0 Description & Remarks ca SM Light Brown, Humid, .Loose, Silty-Sand. 1 (Plowed Ground) - SM Light Brown, Humid, Medium Dense,.' 2 Silty-Sand. (Native) 3 - SM Red-Gray, Moist, Medium Dense, Silty- Sand. - fr -5 - 6 (Swirls of clean gray sands.) SM Red, Brown, Moist, Very Dense, Silty- - - Sandstone. 8 - BOTTOM OF TEST PIT. N - - PROJECT NO. CL-2354 PLATE NO. Three_- CO1.MPACTION LABS, INC. SOiLTESTiNG & INSPECTION SERVICES TABULATION OF TEST RESULTS Optimum Moisture, Maximum' Density Maximum Optimum Dry Density Moisture Soil Description Type (lb/cu.ft) (% dry wt.) ------------ Light Brown Silty-Sand P1 @ 2.5' 127.0 10.3 $ . - Expansion Potential . Sample No. P1 @ 2.5' •Condition Rem. 90%. Initial Moisture (%): 10.3 Air Dry Moisture (-%):_35 Final Moisture (%): 13.5 Final DryDensity (pcf): __•114.2 Load (psf): . 150 Swell (%): - .00O Direct Shear Sample No. P1 @ ?.' ,r C0t1d1t101 Rem 90% Angle 6f Internal Friction ( ): __34 - Cohesidn Intercept (pcf): 105 - PROJECT No. CL-2354 PLATE No. Four COMPACTION LABS, INC. SOIL, TESTING & INSPECTION SERVICES RECOMMENDED GRADING SPECIFICATIONS (General Provisions) 1 INTENT The intent of these specifications is to provide general '. procedures in accordance with current standard practices 'regarding clearing, compacting natural ground, preparing areas.toi, receive fill, and placing and compacting of fill soil to the lines,' grades and slopes delineated on the available plans. Recommendations set forth in the attached preliminary soils investigation report and/or special provisions are a part of,the "Recommended Grading Specifications" and shall supersede the • ':' - .provisiofls contained hereinafter in the case of conflict. ' - '., .-,,t• 2. INSPECTION & TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance with these specifications and the accepted plans. It will be necessary that the soils engineer or .'-. his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised• of work schedules, changes, new information and dates, and new 'unforeseen soils conditions so that he may make these ' ,certifications. If substandard conditions' (questionable soil, poor moisture control, inadequate compaction, adverse weather,' etc.) are ,enc'ountered, the soil engineer will be empowered to either stop :construction until the conditions are remedied or recommend rejection of the work. ' Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for. Testing and Materials test methods: .* Maximum Density & Optimum Moisture Content ::- ASTM D-1557-70T * Density of Soil -In-Place - ASTM D-1556 or ASTM D-2922 and 3017 . .• \. ' '• APPENDIX 'B' ' :, Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289 ' - • ' ' • • - -'.'.'•' ' - . - •.'.: COMPACTION LABS, INC. 0 SO.LT EST ING & INSPECTION SERVICES 3. MATERIALS Those soils used as fill will have a minimum of 40 percent passing a #4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over six inches in size. Should unsuitable material be encountered, the soil engineer will be contacted to provide recommendations. 4.. PLACING AND SPREADING OF FILL * The selected fill material shall be placed in layers which whe.n compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity .of mater a,l iñ each layer . When the moisture content of the fill material is below that recommended by the soil engineer, water shall -then be'a•dded until the moisture content is as specified to assure thorough bonding during, the compacting process. When the moisture content of the fill material is above that 0 •10 recommended by the soil engineer, the fill material shall be . aerated by blading or other satisfactory methods until the moisture content is as specified. 5. COMPACTION 0 After each layer has been placed, mixed, and spread evenly,'-it shall be thoroughly compacted to not less than 90% relative compaction. Compaction shall be by sheepsfoot rollers, multiple-wheel pneumatic tired rollers or other types of r o 11 e r s . , 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 insure that the desired density has been, obtained. . The fill operation shall be continued in six inch compacted layers, or as specified above, until the fill has been brought 1i) the finished slopes and grades shown on the available plans. APPENDIX "B' , r : :1, ?'. . 0 . . . . 0 .0 Al- " .,,•- 0 0 S 0 , 5 5, • 0550. Ail COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES 6. WALL BACKFILL 0 • - Backfill soil should consist of non-expansive sand. Compaction.' should be achieved with. light hand-held penumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of 90 percent of * maximum density. ,,7. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent of-maximum density. - -4. •••c4• .4 APPENDIX 'B' - . - --•*•.,• 1k: • - 4 t • . . * •_ - %•_ I • It.4 CERTIFICATION OF COMPLIANCE - CITYOF CARLSBAD Plan Check No. -. DEVELOPMENT PROCESSING SERVICES DIVISION . 2075 LAS PALMAS CARLSBAD, CA 92009 . (619) 438-1161 - 'This farm 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: V - ' Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School - - 189Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) . Encinitas, CA 92024 (753-6491) Project Applicant: d-c( 1OK.5 APN:jO-/50 - Address: /2. 70 I/OoV,t •S1 - '.RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of. garage area -V - - COMMERCIAL! INDUSTRIAL':. SQ. FT. AREA - -Prepared By V V - Date V - -------------- - V - FEE CERTIFICATION - - - - (To be completed by the School District) XApplica'fit 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 $7/Z//O based on ( / 52 sq.ft .@ Comm /In st Fee Levied: $ V based on sq. ft.@ C5-/ô /5-9 S Offic V Title Date 'b-AB 2926 and SB 201 fe are capped at $1.58 per square foot for residential. V AB 2926 is capped at $26 per square fpot for commercial/industrial. 4- . . ,..' . S . t - B UI L D I N G PE R,M I T Permit No: C6901745 10/30/90 16 14 Project No A9000646 Page 1 of I Development No Job Address 1270 HOOVER ST Str r Fl Ste .Permit.Type: RETAINING WALL 9124 10/30/90 0001 or 02 * Parcel No:. 20615005-0O CPRHT • 20900' Valution: 10,200 ' Construction-Type:-'NEW Occupancy Group: . Class C3d6: ....Status:. ISSUED Description: 800 SF RETAINING WALL • Applied. 10)'30/90 NOTE: ONLY PARTIAI PULL OF CB90-546 Apr/Isue- 10/30/90 Validated By KZH Appl/Ownr BROOKS, RICHARD 619-741-6980 27215MONFORTE. • CARLSBAD, CA 92692 OWNER BROOKS, RICHARD OWNER *** Fees Required \ 2***.,/ Fees Go11'ected & Credits ***-• -'\Jf,ir /, - • .. Fee: 209.00/ rrS \ Adjustments: /• 00 7 To€al\Credts:\ • .00' Total Fees: ' I 209007 Total Payns: \ .00• -Fee'-description 209.00 f Ext fee Data ------------------------------------------ Building Permit: 12.6.00 Stror~g,Motion Fee' 1.00 BUILDING TOTAL 209.00 - • - • ' e - • 7 ;. . .•- i .. 1•- * 71. U-. • -• . - - . crry OF CARLSBAD .. -. 2075 Las Palmas Dr, Cr1sbad CA 92009 (619j'438-1161 - 4 4- 4 • •• -- * • - • . - . .* -.-- p.,' - .. . ,. __•5S•. 5" - . -.,,S_- , - S S PERMIT City tity of Carlsbad Building Department . .. 2075 Las Palmas Dr., Carlsbad, CA 92009 (6i9) 438-1161 .' S '•t ' ;,-':,. 1. PERMIT TYPE • I ' A - 0 COMMERCIAL DREW IMPROVEMENT B - 0 INDUSTRIAL DREW , DTENANT IMPROVEMENT •, S C - 0 RESIDENTIAL DAPARYMENT DCONDO []SINGLE, FAMILY DWELLING DADDITION/ALTERATION S DDUPLEX ODEMOLITION DRELOCATION [-]MOBILE HOME DELECTRICAL DPLUMBING DMECHANICAL DpooL DSPA DRETAINING WALL -[]SOLAR DOTHER_______________ i PROJECT INF Address Nearest Cross Streets LEGAL DESCRIPTION • CHECK BELOW I D2 Ener - ASSESSORS DESCRIPTIO) LWL zri -k1 0 F i 3A-r7 p J. -. . . BLDG. SoV\T - - - B OF STORIES CONTAcT PERSON NAME ' - ADDRES . CITY STATE - ZIP CODE DAY TELEPHONE SIGNATURE. APPLICANT DCONTRACTOR 0 AGENT FOR CONTRACTOR ,WNER - DAGENT FOR OWNER NAME £/C/ZO &-OOI,ZT ADDRESS S CITY 74/JY/O'-' £'1ET0 • STATE CA ZIP CODE DAY TELEPHONE 'W-6"1J6 PROPERTY OWNER . OWNER DLESSEE DTENANT * NAME . ADDRESS CITY STATE ZIP CODE DAY TELEPHONE CONTRACTOR S NAME ADDRESS - CITY - , STATE ZIP CODE DAY TELEPHONE S - STATE LIC. H LICENSE CLASS CUT BUSINESS ,LIC. H SIGNATURE S • . TITLE • DATE • S DESIGNER NAME - S - ADDRESS CITY ' S STATE ZIP CODE DAY TELEPHONE STATE LIC. H WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insuer,.or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800 Lab. Q. INSURANCE COMPANY - - POLICY NO. - EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. S SIGNATURE DATE - - 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: - - - I as owner of the p'roperty or my employees with wages as their sole comperisation,.-will do the work and the structure is not intended or offered fr sale (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion,,the owner-builder will have the burden'of proving that he did not build or improve for the purpose of sale.). as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves' thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). S • - . D I.am exempt under Section ' Business and Professions Cede for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure,. prior to its issuance, also requirs the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor'S"LicenSe Law (Chapter 9, commencing with Section 7000 Division 3 of the Business and'Professions Code) or that he i exempt therefrom, and the basis for the alleged exempton. Any violation of Sectio 031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundr dollar (S __Z, .' . ISIGNATURE, , . - DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: is the applicant or future building occupant required to subiiit'a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Adt?, DYES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? S DYES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? [)YES ' ONO IF ANYOFTHE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that thereis a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code). LENDER S NAME LENDER'S ADDRESS i 10. APPLICANT'S SIGNATURE I certify that I have read the application and,state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction.. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO - AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS.AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. - - , • 5, , - . , . ' . , Expiration. Every permit issued by'the Building Official under the provisions of this Cede shall expire by limitation and become null and void if the building -. or work authorizdd by suchpermit is'not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). 7, APPLICAN S SZIGIR OWNER [I CONTRACTOR BY PHONE APPROVED BY e"w • . . , a. W E:.File YELLOW: Applicant PINK: Finance 4 , CK tD, a2420 PL OSIT VA DA . . /2 .'••: ' _---V )'4/IAVb . No.- Subdivision 12 Structural sui icing or suite NO. imber oils Report Di Addressed Envelc ,.. . J_- EXISTING USE Unit No. Phase No. PROPOSED USE CITY OF CARLSBAD INSPECTION REQUEST - PERNIT# CB901745 FOR 12/05/90. . INSPECTOR AREA PD DESCRIPTION: 800 SF RETAINING WALL S PLANCK# CB901745 NOTE: ONLY PARTIAL PULL OF CB90-546 0CC GRP TYPE: RETAIN - CONSTR. TYPE NEW JOB ADDRESS:- 1270 HOOVER ST - . STR: FL: STE: APPLICANT: - BROOKS, RICHARD PHONE:-741-6980 -CONTRACTOR:. PHONE: OWNER:; - BROOKS, RICHARD PHONE: U INSPECTORJ L REMARKS: MM/VAN BUREN/729-0635 SPECIAL INSTRUCT: PM . -. - TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS - - PE290015 GRADING ISSUED - CD -LVL DESCRIPTION U ACT COMMENTS - 61 MA Footing U . .- - '*****,INSPECTION HISTORY ***** • - . . -, U DATE -DESCRIPTION . - ACT INSP • COMMENTS - . . . 112090 Footing - NR PD • :110890 Grout . -. AP PD - GROUT 2ND LIFT 110590 Steel/Bond Beam - AP NP 1ST-LIFT '110590 Grout - - AP NP -U S • - U . -. - - -- - -S • . U .- . . U '•' - ..0 • -U • U - U - - - UL• U U U - U U - - - U••IU - U -- - S 140 - B U I L D I N G P E R N I T Permit No: CB901745 12/10/90 14:24 Project No: A9000646 Page 1 of 1 Development No: Job Address: 1270 HOOVER ST Str: Fl: Ste: Permit Type: RETAINING WALL ParcelNo: 206-150-05-00 Valuation: 10,200 Construction Type: NEW Occupancy Group: R3 Class Code: Status: ISSUED Description: 800 SF RETAINING WALL Applied: 10/30/90 Apr/Issue 10/30/90 V Validated By: CD Appl/Ownr : BROOKS, RICHARD 619-741-6980 27215 MONFORTE MISSION VIEJOI CA 92092 - OWNER : BROOKS, RICHARD Lic. OWNER ** FeesRequired Fees Collected & Credits Fees:.- - 209.00 Adjustments: .00 Total Credits: .00 Fees: 209.00 .-'-.'-,Total Total Payments: 209.00 - Balance Due: .00 Fee description Units Fee/Unit Ext fee Data --------------------------------------------------------------------------- Bui1ding Permit •- - 126.00 ..,.Plan Check; . 82.00 . ,Strbng Motion Fee 1.00 * BUILDING TOTAL -. '- -• " DAR}WLL 0 CITY OF CARLSBAD CB 901745 REQUEST FOR REFUND - . . 1270 hoover St 01181000008220 Account No. _____________________________ Vendor No. .0.Amount of Refund $209 Fee Paid For: Building Permit CB 901745 - ' Date Fee Paid: . 103090 Fee Paid By: RICHARD BROOKS .. Facts Supportin Request: Permit was isiied fó ietaiiiin ch ái1 whi is part of foundation sóapplicant cduld finish grading Gradingmustbé comp lete'bfo-e main building ;.permit (CB 900546) could be issued. (120590) - V Narne of Applicant: RICHARD BROOKS Address': 27215 Monforte, flinñmby nimfi-Mission Viejo, CA-92092 619 741 6980 Street City State Zip V V Telephone XS.ignature- of Applicant: V • 0 Dept. Justification: Rec: -, - . Approve U} Disapprove - • Date Finance Investigation: V Rec: Li App,jove E Disapprove Dept. Head Signature Date City Manager's Ac,)n: -• -Approve Li Disapprove City Manager Signature Date