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Home My WebLink About1824 OAK AVE; ; CB881316; Permit0' r USE BALLPQINTPEN ONLY& PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - -L —k-- \ CARLSBAD BUILDING DEPARTMENT - APPLICATION & PERMIT 2rII'hereby&fIrmthatI am licensed under -- \!(2O75 vLPmas.Dr.,CarIsbad, CA 92009-1915 (619 .438-1161 __.. ._ _. -.---- --------' --• - '---- •- C). .provIeIona 01 Chapter (commencing with JOB ADDRESS AV. ST. RD. THOMAS BROS NO. DATE OF APPLICATION BUSINESS LICENSE it VALUATION . PERMIT NUMBER ~iSectlon'7000)"Of'Division'3'of the Business I.- and Professions Code, and my license is in i /f,1 OM" 3 i-r' . L T BLOCK SUBDIVISION AS OR PARCE 0. KNT NTRACTOR CONTRACTORS PHONE N ZONE - l hereby Law for the following reason (Sec 7031 5 Business'and Professions Carl Any city.or county whict. re- I, OWNER'S NAME - - OWNER S PHONE V GtJ '1)"D 720 quir~s~ a., permit to construct, alter, improve, demolish, or 'TORS ADDRESS STA LICENSE NO. BUILDING SO. FOOTAGE repair-any Structure. prior 10 1 1 .. .1 IpIcensed pursuant to the provWqns of the Contractors OWNERS MAIUNG ADDRESS D7 t2i'0) 32) - - 35,'f License aw (chapter 9 commencing with Section 7000 of - . . -1 - - I Division 3otthe Bus ness and Protessions Code) or that sex DESIGNER . * 0 SIGNER S PHONE empt therefrom and the Moo or the alleged exemption Any, ( ) t't c - - ----- -— .- violailional Ireddoll Section 7031.5 by an applicant for a perm&sub- Js($hOOI -plicant to~i civil penany of-not 6iori than live ly'. DESCIr WOR f . /fo i&' ,1G4e DESIG DDRESS STATE LICENSE NO 5166 03/03/89 0001 01 02'w' E II I, as owner of Ihe property, or my employees with wages ~2j cc,as their sole compensation .f will do theiorh, and the struc' - -.--------i' --'- ... -•-'-------- - - - - - -- a -- - lure is not intended or ollered'lor sale (Sec. 7044. Business '."- - ___________________________________________________________________________ .,and Prolessions Code 1lhe Contractor's License Law does F/P F LR E LEV NO 0CC GP EDU not apply loan owner 01 property who builds or improves . , t.,. STORIES - ..,._. - - .,.. - -,,.- - --..-.-- - - - ., ttrereon.and.who does such work himself or through his own5 -'r , ,j _ . . - — 1. employees-provided that such improvemeCts are not intend'* I t ' Yo N - ' CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMEN'L - TYPE ' 0CC LOAD FIRE SPR swill have the roving burden 01 p that he did not build or rn .ut. A RE A CONST prove for the purpose of salel ( -e,2-3 1Ot;1 1 Y 0 e 0 IYO NO vD ND Not Valid Unless Machine Certified - I I I as owoer ot the property am euclus help contracting I 5 nor I OTY PLUMBING PERMIT ISSUE #7 5 OTY MECHANICAL PERMIT ISSUE - SUMMARY/ACCOUNT NUMBER ,,, ' n'Law doesoor apply toanownerot property who builds, or; irn" II - ' i . ' . I¼.J ''.'' - - - •_ - a pro (I) 'ontracior(s)licensepursuanitothe flhrLrcese' ...L.1 jects EACH FIXTURE TRAP INSTALL F URN DUCTS riP TO 100 000 BTU BUILDING PERMIT 001-810-00-00-8220 Z Lawl 0.f , / EACH BUILDING SEWER OVER 100.000 BTU* SIGN PERMIT 001-810-00-60-822i i')Asahonleowoerlamirnproviogmplromeundtheioltow C-mg conditions exist:' If - IL 1 71 EACH WATER HEATER ANDIOR VENT 'T, - BOILER/COMPRESSOR UP TO 3 HP ) PLAN CHECK ,. ._. 001 81000008891 . .'1 prior 105510 -J 2. 1 have livkd'in my homfe-,Ior.-Tw6Ive months / EACH GAS SYSTEM 1104 OUTLETS - BOILER/COMPRESSOR 315 HP TOTAL PLUMBING 001-810-00-00-8222 67 0 prior to completion 0t this work.,_,'._. .--L..-..---.----.-.---.-'.'----'---'-.-.--' - . _ - UJ 3 I have not claimed this exemption during the EACH GAS SYSTEM 5 OR MORE 5" METAL FIREPLACE ELECTRICAL 001 810 00 00 8223 0 - last three years. ' OtameoemptunderSec _ a& EACH INSTAL ALTER REPAIR .ATER PIPE VENT FAN SINGLE DUCT - ._MECHANICAL t.. 001 8)000 008224 _3T for Ibis reason . -2._ EACH VACUUM BREAKER - MECH EXHAUST HOO,) S •\ rj MOBILEHOME 001 81000008225 I- •- WATER SOFTNER 1 . - - - - RELOCATION OF EA FURNACE/HEtR SOLAR ' 001 81000008226 — - .a )ftSrP4 EACH ROOF DRAIN (INSIDE) 7T DRYER VENT I ' STRONG MOTION 880-519-92-33 JI n. seiI i hereby ur1 mrlrarlhaeaCettCateOf consent to T TOTAL MECHANICAL oI FIRE SPRINKLERS 001-810-00-00-8227 POLlNO car t liiic(ii re4otXC 3800 Lubo Code) - TO I AL PLUMBING [_ - _.-. 2 - - PUBLIC FACILITIES FEE -810-00-00-8740- _•7-9( Z i. F' - - g 4 - BRIDGE FEE 360-810-00-00-8740 OTY ELECTRICALPERMITSJSSUE 5'- - ç OTY MOBILE HOM Copy s tied w tO the cry I? - PARK-IN-LIEU (AREA I I ted copy she eby 10 shed- ..5>_ ••• -NEW CONS! EA AMP SW1 BKR-- --a- CAR PORT ,_- - - - - TIF _S_*_-_ ____.-312 81000008835 60O — - -I PH 3 PH__ . AWNING I LA COSTA TIF 311-810-00-00-8835 CERTICTE OF EXEMPTION FROMr — EXIST BLOC EA AMP/SWT 8KR - GARAGE FM ' IL- 'C],Ll hereby.aiiirin that there is, a. construction lending to Iff Y UNDER PENALTY OF.PERJURY THAT ALL INFORMATION NG -THE 's d' b ' al aut rized by suc pr it i n I days torn t e date of Such itj z 1, I U ''WORKERS' COMPENSATION INSURANCE 'I . . Ut (This sect W is for one : :dollars I t the permit I — 1 PH 1 3 PH - . - J t. LICENSE TAX 810 00 00 8162 - - LAJ trrt the p or less) 1e to munce olrhewo kIn whCh REMOOE L ALTI II PER CIRCUIT MFF 880-519-92-57 /5'? - -rrrispermit isissued'lshall not erflprOyany person irr any I' AMPS - -i-- ---- --- --- - --- -- --• -. - ---- - - ---5'----- -•- --------- ---- -- - -- •--• - - - - -c ---- -------- - - -/Vnai4nrsoasto become srrbjeCtto the WorkOrS'COmpefl' TEMP.PO L AM ,.,.-sat on Laws or Cal In I 5'' OVER 200 AMPS ') ' ' _i I 01 NOTICE TO APPLICANT II alter maO g this Certificate - - - - Exempt o poushould become subject tn the Wn Ire S ' -TEMP OCCUPANCY (30 DAYS) Compensat On P0 50 5 01 the Labo Code yo must I - - - — — - - forthwith Comply w lb Such p o S 0 50 this permit shall p' CIEDIT DEPOSIT - TOTAL ELELTRILAL t — "'i TOTAL I TOTAL FEES PAYABLE ' - I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBY Ex n ~, ~nd void If i the building or work e hall I ar mit issued by I u,ldin al under INc provisions olthm * AN 051-IA PERM :T IS REQUIRED FOR EXCAVATIONS OVER ATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 05 m or if th Id n 1 9 perm 11 e STRUCTURES OVER 3 STORIES IN HEIGHT ed c..3097.,Civil. Code) vw&~ 'Y AND STATE LAWS GOVERNING BUILDING CON' aband at y m a iff e wo enced for a P 80 VS. fs:e, I ~b : ", re. at CE -- HEREON INCLUDI ,a . n 80 h 5'0" DEEP AND DEMOLITOON OR CONSTRIJCTIC,114 OF ger~6y'for Me performance of the work for which this per- I ork : TO COMPLY WITH ALL CITY. COUNT ; Nc 5, Its LedesName - p KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS ION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY .. AP/CICANT NATURE * 0WNERff- C0NTRAcTOR APPROVBY 7) — DATE - Lenders Address - - - EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TI-ID fit GRANTING OF THIS PERMIT BY PHONE 0 ,L7 '-_'7z.i,/' r FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS .5 INSPECTORS NOTES INSPECTION - CHECKED INSPECTOR S DATE APPROVAL 6-z 6L 4 S. SOILS COMPLIANCE PRIOR TO - FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING - -. AlHIGH STRENGTH - BOLTS -$4 : SPECIAL MASONRY PILES CAISSONS - -H .5 -v TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME El FLOOR El CEILING SHEATHING 0 ROOF El SIEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL * _ PLUMBING__/ ________ c/SEWER AND•BLICO 4. PLICO 'vi__ ______ UNDERGRdUNd O 5WASTE DWATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST 0 WATER HEATER 0 SOLAR WTEA ELECTRICAL El ELECTRIC UNDERGROUND E UFFER ROUGH ELECTRIC El ELECTRIC SERVICE 0 TEMP()RAR'? O BONDING 0 POOL MECHANICAL El DUCT & PLEM., fl REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS :-:.\', CALL FOR FINAL INSPECTION WHEN ALL API ITEMS ABOVE HAVE BEEN APPROVEL FINAL PLUMBING ELECTRICAL MECHANICAL GAS '\ BUILDING I SPECIAL CONDITIONS Q-- 75 55 ( " • ' . - S -. _.• '::' \ '-. S ..j: \ ....- ..;:-.- ,.-.-.. -..-.-. DEVELOPMENT PROCESSING SERVICES DIVISION 2O75 LAS PALMASDRIVE CARLSBAD, CA.92009-4859 . .'•. (619)4381161; *- MISCELLANEOUS' FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only - - t 4 JOB ADDRESS IêZ4 OA V. PLAN ID NO PARCEL No. ASSESSOR'S 150 7,1-0 — OWNER )ZO'r" . . ., — . . ... 2170 09/29/88 0001 01 05 MAILING ADDRESS 412. jJ,, MVA) .. P Misc 757 00 CITY ZIP 7'ZO3 TEL 721 1_O!O / VALIDATION AREA CONTRACTOR J 0 'ESTMATED VALUATION . ., PLAN CHECK FEE 001-810-00-00-8821 ADDRESS 7i.7 .• . . CONTRACTOR'S MAILING 4y. fJ4, J IF THE APPLICANT TAKES NO ACTION CITY )t7 . ZIP 92t3 4. TEL 7z1 U/10 WILL . WITHIN 180 DAYS, PLAN CHECK FEES . BE FORFEITED . .. STATE , BUSINESS LICENSE NO. LICENSE NO. . SUBDIVISION LOT(S) LEGAL DESCRIPTION CHECK IF SUBMITTED )d4J 4 4_ Li 2 ENERGY CALCS * Li 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS YEcE,-4Jc.Er LI 2 SOILS REPORTS N 14 5 si ' fl 2 SELF ADDRESSED ENVELOPES - GtiZAC&- 11 Ob DATE GIVEN! . ., DATE. - . - SENT TO APPLICANT . CONTACT PERSON EI'TA-) At2oi- L COSTA LETTER ADDRESS '4.-2 ±J ?O •" /9SCHOOL .FEE F9RM .. .... .• . . - CITY ZlP'ZY'.. TEL P & E CORRECTIONS LIST C E 'T'ICATE OF OCCUPANCY - . DATE . 5' White File Yellow Applicant Pink Finance Gold Assessor r -.r- DEVELOPMENT PROCESSING SERVICES DIVISION 4 - -. 2075 LAS PALMAS DRIVE . 4 .... CARLSBAD, CA 92009-4859- (619) 438 1161 MISCELLANEOUSFEE RECEIPT - . . 0 -a * .5 - 5.- 0 •,•,• A. • h - - •0 S :APPliCant Please Print And Fill In Shaded Area Only - - S. • 45 - .4 - -S - S - JOB ADDRESS /Z PLAN ID NO =OAS'S / 3 z_ 0 ____, OWNER / - -7307,'06/01/89 ,0001 01 05 misc 181'.00 OWNER'S MAILING ADDRESS I(' A) 4 - ' VALIDATIOAREA CITY /.k7fly7 ZIP 7c'TEL 7 CONTRACTOR delj : ESTMATED VALUATION S - S - CONTRACTOR'S -, '•, --- MAILING 001-810-00"-60-8 , 821 / ADDRESS -' PLAWCHECK FEE THE APPLICANT TAKES NO WITHIN 180 DAYS PLAN CHECK FEES CITY (7/cç7,y7ZIP '7O yTEL7Z7.-3L. WILL BE FORFEITED ' . -STATE BUSINESS * LICENSE NO. Z-(i LICENSE NO. - - * . - .•, . a -, - - • , SUBDIVISION - - LOT(S) '0 . - .. : * - . -' ; - - - _.....s- CHECK IF SUBMITTED LEGAL DESCRIPTION EY 2 ENERGY CALCS - . '. 2 1987 ENERGY CALCS - FOR NON RESIDENTIAL BLDGS fl 2 STRUCTURAL CALCS DESCRIPTION OF WORK ft1t,fO4,i El 2 SOILS REPORTS, El : _-! P ' ' DATE GIVEN! DATE - SENTTO APPLICANT . . •• .. * CONTACT PERSON &j LA COSTA LETTER ' SCHOOL FEE FORM ADDRESS CITY - P & E CORRECTIONS PST ZIP TEL - CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE '-,, • - DATE -- - - - S •r • . . . -: -' - so .- 4 I- .5 - - - .5-5 .-'* . - I * • - -s - - White File Yellow Applicant Pink Finance Gold Assessor CASHIER'S VALIDATION SEWER PERMIT APPLICATION Development Processing Services Division 2075 Las Palmas Drive Carlsbad, CA 92009-4859 (619) 438-1161 166 03/0/W9 0001 01 0 &rdtrt APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE ') I BUILDING PLAN CHECK NUMBER: PC SJ3If7 BUILDING ADDRESS: /S4 A BUILDING TYPE: Ii L NUMBER OF EDU'S: OWNER: CALCULATIONS: ,••. MAILING ADDRESS: •1 / J "' I lr• ')i CONTRACTOR: _______________________________________________ MAILING ADDRESS: • )4'! ( \t S ,NjL L •• •• .'• LEGAL DESCRIPTION: CONNECTION FEE - SI Q • jt,I\,\s A A. ).Juu--- -- COST PER UNIT 2S0 x ______ UNITS .SJ - •'•/ • • • LATERAL CHARGE: () • S • TOTAL CHARGES: ASSESSORS PARCEL -NUMBER: • - PREPARED BY' > i frij • S (PRINTED NAME) • COMMENTS: WHITE: OPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant CITY OF CARLSBAD INSPECTION REQUEST PEPNIT# CB881316 FOR 01/25/90 DESCRIPTION: 3519 SF/180 SF DECK/1000 GRAGE TYPE: SFD JOB ADDRESS: 1824 OAK AV STR: APPLICANT: AHARONI, EITAN PHONE: 619-721-2 CONTRACTOR: A E DESIGN BUILD PHONE: OWNER: PHONE: INSPECTOR AREA MP PLANCK# CB881316 0CC GRP CONSTR. TYPE NEW EL: STE: REMARKS: T2/MH SPECIAL INSTRUCT: AN IF POSSIBLE TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical INSPECTOR ACT COMMENTS HISTORY ***** INSPECTION ***** DATE DESCRIPTION ACT INSP COMMENTS 012390 Final Structural AP PK 012390 Final Plumbing AP PK 012390 Final Electrical NR PK FIXTURE GROUNDING 012390 Final Mechanical AP PK FIXTURE GROUNDING 112189 Interior Lath/Drywall AP MP 112189 Exterior Lath/Drywall AP MP 111389 Insulation ; AP MP 110989 Insulation NR MP 110689 Shower Pan/Roman Tubs AP MP 110689 Const. Service/Agricultural AP MP 110689 Frame/Steel/Bolting/Welding PA MP STAIRS PENDING 110689 Rough/Topout AP MP 110689 Rough Electric AP MP 110689 Rough/Ducts/Dampers AP MP 103 189 Frame/Steel/Bolting/Welding CO PK STAIRWAYS 103189 Shower Pan/Roman Tubs AP MP 103189 Rough Combo AP MP 103189 Frame/Steel/Bolting/Welding CO MP STAIRWAYS 103089 Frame/Steel/Bolting/Welding CO MP 103089 Sewer/Water Service CO MP 103089 Gas/Test/Repairs - AP MP 103089 Rough/Topout AP MP 103089 Shower Pan/Roman Tubs CO MP 103089 Const. Service/Agricultural - CO NP 103089 Rough Electric CO NP 103089 Frame/Steel/Bolting/Welding CO NP 103089 Sewer/Water Service CO MP 103089 Gas/Test/Repairs AP MP 103089 Rough/Topout -.- AP MP CITY OF CARLSBAD INSPECTION REQUEST - PERNIT# CB881316 FOR 01/25/90 INSPECTOR AREA NP I DESCRIPTION: 3519 SF/180 SF DECK/1000 GRAGE PLANCK# CB881316 OCCGRP TYPE: SFD CONSTR. TYPE NEW JOB ADDRESS: 1824 OAK AV STR: FL: STE: ***** INSPECTION HISTORY ***** DATE DESCRIPTION - ACT INSP COMMENTS 103089 Shower Pan/Roman Tubs CO NP 103089 Const. Service/Agricultural CO NP 103089 Rough Electric CO MP 100289 Shear Panels/HD's PA MP 100289 Frame/Steel/Bolting/Welding PA NP 092889 Sewer/Water Service AP NP 092089 Shear Panels/HD's AP JR H.D.S ONLY 1 * S . FINAL BUILDING INSPECTION 0 -: . . 0••• PLAN CHECK NUMBER 881316 DATE 1-23-90 PROJECT NAME 1824 Oak Av ADDRESS PROJECT NO UNIT NUMBER _________________ PHASE NO SFD . TYPE OFUNIT: NUMBER OF UNITS: . ? Aharonl CONTACT PERSON CONTACT TELEPHONE 720-9697 Bida [no Plan, Water LJtI INSPECTED, DATE APPROVED DISAPPROVED ______ INSPECTED DATE BY INSPECTED APPROVED ______ DISAPPROVED INSPECTED DATE BY ________________________ INSPECTED ____________ APPROVED ______ DISAPPROVED Crbed L16 UM61 81 Water t16t .: . COMMENTS: . EninOring. Dcp rnnt : . . .5 . (619) 438-3367 / S, •,5 S. .,., • .•. S•S S JAN . S • . .. CI°A.MR 5) I) Rev 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities .• S PINK Planning GOLD Fire S , FINAL BUILDING INSPECTION PLAN CHECK NUMBER 881316 DATE 1"23-90 PROJECT NAME: .: , ' , 0 0, " '• 'O Oak Av. ADDRESS:.18218 0 , PHASE 23 24*25 0 PROJECT:NO: .' . ' UNIT NUMBER-. . NO ______________ 4 ". SFD" 1 TYPE OF UNIT NUMBER OF UNITS: Aharoni CONTACT PERSON: ) low CONTACT TELEPHONE: 1 Wdq, c, En Plan Wtr Utli INSPECTED DATE BY _____________________ INSPECTED I APPROVED _____ DISAPPROVED INSPECTED DATE BY INSPECTED ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED ____________ APPROVED ..' : 0 ,•.0 ... ,:.. ______ DISAPPROVED .' ' 0 0 0 COMMENTS iV 00 "• 0 " ,J. '• 0 ,• ' ': 0 ' 0 - - 7 - 4 N. ( * 0 ' 0 0 0 ' •,, 0 •. 0 , ' 0 0 Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Uthties PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 6131 DATE 1-23--90 PROJECT- NAME: 1824 Oak AV**. ADDRESS PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO TYPE OF UNIT NUMBER OF UNITS Ahroni. , CONTACTPERSON: CONTACT TELEPHONE Bkk, Eng,, Plan Writer UtH INSPECTED DATE BY: INSPECTED: DISAPPROVED INSPECTED 0 DATE. '. . BY: 0 INSPECTED:. ___________ APPROVED' DISAPPROVED 0 • INSPECTED DATE • • - 0 • • • BY ' 0 INSPECTED: • • 0 APPROVED. • DISAPPROVED -- • 0 1COMMENTS p .0 •. 0 • . •' 0 • • 0 0 0 • Rev. 1/86 WHITE: Suspense BLUE: Water District 'GREEN: Engineering CANARY:, Utilities PINK: Planning GOLD: Flr FINAL BUILDING INSPECTION PLAN CHECK NUMBER 881316 DATE 1-23-90 PROJECT NAME 1824 Oak Av. ADDRESS PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO SFD TYPE OF UNIT NUMBER OF UNITS CONTACT PERSON Aharoni 7209697 CONTACT TELEPHONE Bldq. Eno, Plan Water WV INSPECTED /TE 03- SPECTED APPROVED :." DISAPPROVED BY: INSPECTED, 'IN SPECTED: / 2 APPROVED DISAPPROVED ______ INSPECTED DATE ..BY:--! INSPECTED".. APPROVED ______ DISAPPROVED COMMENTS:-: Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire (.#__1I;:____.r : c Geo-So S'V. Geotechnical Engineering. Engineering Geology 5751 Palmer Way Suite D • Carlsbad California 92008 • (619) 438-3155 • FAX (619) 931-0915 April 26, 1989 - WO 943-SD I. .. p MR. EITAN AHARONI c/a A. E. DESIGN f 3039 eferson, Suite E ' r Carlbad, Ca1ifp,rnia 92008 Subject Foundation Observations , Proposed Single Family Residence l Lot C, map Number 14044, Assessors Parcel Number 156-220-32 V 1824.Oak Avenue, Carlsbad, California i ,. - •. A As requested, '.we' observed the footing excavations for' th proposed retaining wall and upper portion of the garage and residence. . t, A. - k' • * .< . The footings, have been excavated a minimum of; I2-inches into . competent bearing material Footings may be'poured after' all soft material has been removed from , bottom of footings, and 4jy the proper steel reinforcemen n placedt , \ c.t oFESSIo ,V r ' Very truly yours, It GeoS s Inc ryY I IL Principal Enginee a ... • :•, . •., . . ,. . , -.'-' : •' CEL/mc ', - -' I xc (4) Addressee I a - " . • . .- a *4 a a a,.. -,f' , .• . . Los Angeles Co. (818) 785-2158 Orange Co. (714) 647-0277 • Riverside Co. (714) 677-9651 • * 7. rr i AE Design Build - * 5 EiranAharoni; MA.. General Contractor - - (619) 721-2010 - * - - - CT - - 74 - 5('I(Y VI t py ö 1,4TW• cJc- ,MA7 *ce P /14A?( st x 1 0v 3'7 Cfrf-A4'G 1 tc ItriC ovi4 tYt 7- ZI P*C—V FO '7P1)o- Vé1—r r p o Vs /i7 C P I Y 1r.C L - y'7'C7. p,z CA xv ,'r' - Office Address: 412W. Nevada Street • Oceanside, CA 92054 -_' -2010 . . - • • . •. . S - - S ..- .. . -- - •J -.- 5? •S -. S - S fltvs/&O - , 1I . . L i 4p 40 Aef'40 6A 6164 - ---a---. -.---.-- .---.-.- -.-- --. - .1- -'a ( 'I fj1QM -.- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE II- /(/-- t []APPLICANT --TIe$ ION JURISDICTION: 0-/7-i1 'PLWECKER DFILE COPY PLANCHECK NO: SET: UPS DESIGNER. PROJECT ADDRESS: 19 Z- -v/J"• PROJECT NAME .SFD_fO/Z iT-/J_OAJ/ E The plans transmitted herewith have been corrected where ricessary and substantially comply with the jurisdiction's building codes. I, The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified eLOM) are resolved and checked by building department staff . E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck D The check list transmitted herewith is for your information The plansare being held at Esgil Corp. until corrected pl,ansare submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff didnot 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 con REMARKS By: ,q&l2tL.1E,J1 Encthsures: ESGIL CORPORATION 1- A E DESIGN B UILD, 1N. [AEI Eitan Aharoni,AJA -. General Contractor - - - (619) 720-9697 2 May I, 1989 City of Carlsbad 2075 Las Palmas--- -- Carlsbad, CA 92009-4859 2 kttn Inspector Mike. Re Foundation Inspection 1824 -Oak-Avenue - Dear-Mike Regarding ltem No. 4 of the Correction List, please note that the bathroom walls' in .the garage do not require footings as they are non-bearing and' present minimal load on the garage slab.Lapproxithate1y 80 lb. per l.f. only). Thank you for your, attention Sin - re -Y A TE - EA:na - - Office Address 3039 Jefferson St Suite E • Carlsbad CA 92008 . (619) 720-9697 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE - 24 - LiL21T JURISDICTI9 JURISDICTI'OW: _ 0/71 . ;PLAN CHECKER / FILE COPY PLAN CHECK. NO:. '99—I316 EVJ SET: .I CUPS flDESIGNER PROJECT ADDRESS: /gaq O.,t• RzJ ¼ PROJECT NAME: SF fTA-AJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's buirding codes The plans transmitted herewith wilisubstantially comply E with thejuridiction's building cods when minor identified are resolved and checked by building department staff. III The plans'transmitted herewith have significant deficiencies identiJfi'e 'on the enclosed check list and should he corrected and resubmited for a complete recheck. E The checklist transmitted herewith is for -your information. The lans'are being held at Esgil Corp. until corected plans aresubmitted for recheck fl The app1icänt'scopy of the check list is enclosed for the jurisdiction to return to the applicant contact person LI The applicant's copy of the check list has been sent to: 'Esgilstaffdidnot -advise the applicant contact person that plan checkha,'s been completed. LI Esgil staff did advise applicant that' the plan check has been completed. Person contacted:. .:..-*. '. Date 'contacted: -S Telephone #________________ LI REMARKS: By: AIF ______ - Enclosures: ESGIL CORPORATION ' GA EIAA LI vw LI DM -. S.,.; EA:na Office Address: 3039 Jefferson Si.. Suite E 0 Carlsbad, CA 92008 1 1 AE DESIGN BUILD, INC AE j S Eitan',4haroni, 141,4 5 5 Genera! Contractor (6 /9) 7204697 May 15, 1989 S To: Plan Checker, City of Carlsbad S Re: RevisionstoAharoni's Residence Plan Check No. 881316 5 5 1824 Oak Avenue Dear Sirs: Please consider the following revisions: 5 '. 1. Relocate bathroom in garage from east. wall to west wall - no structural change.,-—Sheets A-4, A-5,, U-l. '2'. Change handrail at circular stair, Detail B---- A-S. Move horizontal FAU No. 1 approximately 10' to the west ---- A-4, A-il. At hoiddown locations along structural lines 19, 21, 22, omit designation (2) in front of holddowns (was in error.) A-4. S Add schedule showing rough openings for windows ---- A-S, A-6, A-7. Add straps and clarify details at various locations, add interior elevations ---- A-8,-A-9, A-b, A-7, New sheet-A-16. Change setbakcs on site plan to reflect setbakcs required by Planning Department (10' on north property line, 10' on ' south and west property' line ---- A-l. , S SinceJlv. Air Conditioning Commercial - Residential Res. or Comm. Fire Sprinklers Total Value Ir Jurisdiction Date: Prepared b : Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. 89-1316 gTV /10 / BUILDING ADDRESS (- oI R'J APPLICANT/CONTACT E/Th&n Nq ,2wII PHONE NO (&/q) 7?-O - BUILDING OCCUPANCY - DESIGNER PHONE___________ TYPE OF CONSTRUCTION V—A! CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER (V/S/0/J •Ic ,4/'PJ0V&P S c S ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DI EGO. CA, 92123..- (619) 5601468 -•t 4' • DATE: • ;o- i_g .• S . • ~JURISDICTI JURISDICTION: CITY OFCARLSBAD :]FILE COPY PLAN CHECK NO: SET: 0 ups •. • 0 DESIGNER PROJECT ADDRESS igai..4ieAJ.C- :RJECT NAME SP1 ms-o,Qf O•. 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 b.. wih the jurisdiction's building codes whenminor defic,ien- •.cies identified are resolved and checked by building department staff. - The. plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected 'and resubmitted for a complete recheck. The check list transmitted herewith is the-jurisdiction's copy foryour information. The.-plans are being held at EsgilCorp'. until, corrected plans are submitted for recheck. SD- 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 thecheck list has been sent to: &17,4A1 ,4If4e.p/uI /Jo; fJEVpA 0AJ17E. C.4. 92OS4L ' U Esgil staff did not advise the applicant contact person thai -. . plan check has been completed. • . • Esgil staff did advise applicant that the plan check has LEJ been completed. Person contacted: • Date contacted: •• • • Telephone # • REMARKS: • S PLAN : g g - /-3 1& FI0D: PLEASE READ 0 • Plan check is limited to technical requirements • contained in the. Uniform Building Code, Uniform - JURlSDIm: CITYOPCARLSMD- 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: (! t')A-H OAJ1 regulations enforced by the Building Inspection - o• Depaent. You may. have other corrections based 4,z._-- _iJo.AJ 6 z) ,9-P '- on laws and. ordinances by the Planning Department, Engineering Department or other departments. -C*. __5L • . . Present California law mandates that residential construction comply-with Title 24 andthe following model codes , 1985 UBC (eff. 7/31/87) __- _S •. 1985 WC (eff. 3/30/87) • 1987 NEC (eff. 10/28/87) PRDJECr — AESS:_______________________________ 1985 UNC (eff. 8/28/87) 19 S a- The above, regulations apply to residential construction, regardless of the code editions HAM AREA: __'? _4 _/O 0 0 adopted by ordnance. - The cirled items listed need clarification, modification or change'. All items have to be - MGM 35 f -' satisfied before- the plans will be in conformance - • . with the cited codes and' regulations. Per Sec. RIARXS: 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any - state, county or city law. - - • - • - -•- ' To spied up the recheck process.'note on, this list - • - (or a copy) where each correction item has been 0 PLAN IxwIari HKT -addressed i.e., plan sheet, specification. etc. Be DI! OF CA.SEAD - -. sure to enclose the marked up list when you submit •• S1Z pA)m.T'AD-IxJPLSE DWELLINGS the revised plans. Date plans received by jurisdiction: - • -. - - 0 • Date plans received by Esgil Corporation: .. —"' ' - •0 Date initial plan check completed: - - - 10/17/f! By: ef 75e O(_I&,JT&' - - - --- - - Applicant contact person: - - - -. - . - - - - • - Telephone: ,' NO1: PMM XMMS ARE iiar IN SEQUMM AS PAM HAVING M rOM MOMM OMMEMCIMMM DZF). List No. 63, Calsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) - - ' ", , S S PLANS S Show on the title sheet all structures, pools, walls, etc. included under this application. i.) Please make all corrections on the original Any portion of the project shown on the site tracings and submit two new sets of prints, and, plan that is' not included with the building any original plan sets that may have been' ' permit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included." S 'Esgil Corporation, 9320 Chesapeake Drive, Clearly show if the lower level is a basement Suite #208, San Diego, California 92123, ' ', or a story, based. on the definitions in (619) 5601468. S Sections 403 and 420., Plot the finish grade, ' : , , S '. (as defined) on the elevations and dimension Please make all corrections on the original ' ' the distance to the floor above, for story ' -. tracings and submit two new sets of prints, ' S determination. - 'and any original plan sets that may have been returned to you by the jurisdiction, to: ' FM PR0TI0N ' S The jurisdiction's building department.. . Wails closer than 3 feet to property lines S , shall be one-hour rated construction, have no *Ind 3.) icate on the Title Sheet of the plans, the . . openings, and shall'have 30 inch parapets when namé of the legal owner and name of person the building floor, area exceeds.11000 square responsible for the preparation of the plans.. feet on any floor. . S Section 302(a)7. . ' (Table, 5-A, Section 1709 (a)). _D4. , All sheets' 'must be signed by the. ,of plans ' Projections, including eaves, may not extend person:' responsible for their'.. preparation. ,' ' ' more than 12 incheS into the 3 foot setback (California Business and Professions Code). '. ' from the property line. Eaves over required -'windows shall be not less than 30 inches from 5.) . Plans,- specifications and calculations shall be the side and rear property lines. Section ..-' signed by the California .state licensed' .1710 and Section 504. (a) and (b). 'engineer or' architect responsible for their preparation, for, plans deviating ' from, Plastic skylights shall not be installed conventional wood frame construction. Specify '' within 8' of an exterior wall located where expiration- ' date of license.'. (California openings in such exterior wall are prohibited Business' and Professions Code). ' . . or required to be protected. Section 5207 (a) 7. . fr Specify on the Title Sheet of the plans the . , ' S ' gross floor area of each' element of this ''K. Projections, including, eaves, shall be one- - project including dwelling, garage, carport, ' ' hour fire-resistive construction, heavy timber patio, deck and balcony.' Section 302(c).. . , or of noncombustible material if they project into the 3' setback area from the property D7. Provide a statement on the Title Sheet of the" line. Section 1710. ans,that this project shall comply with Title 24 and 1985 UBC, U?IC and UPC and 1987 NEC. 16.' Show. location of permanently ' wired. smoke detector, centrally located in corridor or ,,$'. Submit fully dimensioned plot plan drawn to , area giving access to sleeping rooms or above scale showing location, size, and use of all' ' stair if sleeping rooms are on upper level. existing and proposed structures on the lot. ' Section 1210. , Identify property lines and show lot dimensions and all easements. Show location of all cut or ).3f. ' A smoke detector ' shall be installed in 'the : fill slopes. Show finish floor elevations and ' , basement of dwelling units having a stairway show elevations of adjacent. finish grade. •' , which opens 'from the basement, into the Show drainage patterns with minimum slopes. ', ' . dwelling. Such detector shall be connected to Section 302(c). ' ' ' . S ' ' ' .a sounding device or other detector to provide an alarm which will be' audible in the sleeping Indicate distance from property lines' to , area. Section 1210. , proposed building.. Section 302(c). . . . ' S j S ' • S ' ' ' ' S When the valuation 'of a room addition exceeds S ' ' S ', • ..,. ' $1,000, or when sleeping rooms are created, S , • '5' ., S , " , ••".. ' ' smoke detectors shall be provided at existing., bedrooms per item 16 above. : ' • S 'S , . ' 2 12/16/87 5 ' S S - ' - .',,,. 14 £.- • - :;:.-- -. - MM si. u. vrn.sioi Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the Habitable rooms, other than kitchens, shall door and less than 60" above the walking contain at least 70 square feet of floor area. surface, unless the glazing is leaded or At least one room shall have not less than 120 faceted glass. Section 51.06 (d) 6. square feet of floor area. Section' 1207 (b). G Glazing in shower and tub enclosures shall be - :'- tempered, laminated or approved plastic 3%'.. Window area must be at least. 1110.-of the floor' - •- (including windows' within 5 feet of tub or area and a minimum of 10 square feet per ' shower floor). Section 5406(d) S. Section 1205 (a)'.: Appears to be deficient in 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 Openable window area in habitable rooms must be 20" and the minimum openable height 24". I ' 1/20"of the, floor area and a minimum of 5 ' Section 1204. : square feet. In bathrooms, laundry rooms and 'similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205.(a)). A mezzanine is'an intermediate floor and may not have a floor area exceeding 33 1/3 percent Z".-'-'At'1east 1/2 of the common wall must be open , of the 'total floor area in the room below. 'Tithd hve'' an opening' not less than 25 sq. ft. '' The mezzanine floor must have a clear height nor one tenth of the floor area of the. interior of 7 feet, above and below, and must' have the - room if, light and ventilation is being supplied ' long side open to the room below except for from an adjacent room. Section 1205 (a). , . posts and protective walls or railings not exceeding 42" in height. Section 1716. Required windows shall not open into a roofed " porch unless the ceiling height is at least 7 )6. The loft you show does not comply as a feet, the longer side is at least 65% open, and I mezzanine floor and is, by Uniform Building the porch abuts a street, yard or court., Code definition, a story. Section 1716. Section' 1205 (a). 24. Provide mechanical ventilation capable of StAIRWAYS • AND RAILS providing five air changes per hour in 3 Floors above the second story shall have not bathrooms, water closet compartments, laundry ' less than 2 exits. ' Occupied roofs may have rooms and similar rooms if required openable ' one exit if 'such occupied area are less than windows are not provided. Section 1205 (a). 500 square feet and located no higher than / ''-' ' ' , immediately above the second story. Section 5. No habitable room, other than a kitchen, shall .3303 (a). be less than 1'O" in any 'dimension.- Section 1207 (c). - ' . . sf6. Required exit doorways shall be not lêss.than Show that ceiling height for habitable rooms is ' 36" in width and not less than 6'8" in height,' and shall be capable of opening at least 90 2fl. a minimum of 71 6". Section 1207 (a). , 'degrees. Section 3301. (e). 2 , 7<' Show ceiling height for laundry rooms, 37. 'Provide 36" high protective railing for hallways, corridors, and bathrooms is a minimum ' porches, 1, balconies, and . open sides of stair of 7'0".1 Section 1207 (a). ' '- . . ' landings. , Openings' between railing shall be less than 6". Section 1711. S Dimension on the plans the 30" clear width for . water, closet compartments and 24" clearance 1n , 38. Show how guardrail connection details are front of water closet. Section-5-1-17a5. ., adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. p• Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and, glazing adjacent ' to walking surfaces. Section 51.06. ., - . . . 3 . - 12/16/87 , - . . . . , 39. Provide staiiway and landig details. Section 4 f Spiral st.airways .may not be used for required. the served is than 400 exits when area greater '(b)' 3306 & (c). . sq. ft. Section 3306 (f). a. .Ma.xixuun rise is '7" and minimum run is 11". When the stairs serves less than 10. / Provide I.C.B.0. Research Report and number occupants,; or serves an unoccupied roof, for metal stairway, - or submit plans and rise may be 8" maximum and run 9" minimum. , . calculations and approved fabricator ' . registered -with the building department or. • b. Minimum headroom is 6'611 .' '- note that the stairway fabrication plans shall - . be submitted to and approved by the building ' C. Minimum width is 36". . •' official prior to installation. LQ ' All handrails per Section" 3306(j), shall fr./\. .) In buildings over ,2 stories in height, provide satisfy the following:' ' • ' 3/4' hour fire-rated assemblies for all openings in the exterior will below or within ',Provide handrail for stairways with 4' or 10 feet horizontally of an exterior stairway. more risers.. ' . ', ' ' .' ' An' exit- balcony with 2 separated stairways is exempt. Section 3306 (1). . Handrail shall be 30" to 34" above the ' " nosing of treads'. ' ' ' ' ' .' Openings in exterior walls below or within 10 / feet, measured horizontally,L of an exterior The handgrip' portion of haidrail shall be . ', stair shall be protected. by self-closing fire not' less than 1" 1/4" nor more than 2" in . assemblies having a three-fourths-hour-fire cross-sectional dimension protection rating when the stair serves a floof level having ' openings in two or more Every stairway landing shall have a' dimension, . floors below it. An exit balcony with two measured in the direction of travel, at least separated stairways is exempt. 'equal to' the, stairway, width. Such dimension Section 3306 (1). need not exceed 36 inches. Section 3306 (g), 3304 M. ' ' •' " ' , 4 Exterior stairways shall not project into the 3 foot setback from the property lines.. 2. , A door, may open. inward at the top step of a ' Section 3306 (a). stairway provided the top step is not more than 7• 1/2" lower 'than the floor level. Section' , 50. The walls and soffits of the enclosed usable ' ' 3304..(h).'' . ' . space ,under interior stairs shall be protected Z. Provide. details of winding stairway complying - . on the enclosed side as required for one-hour fire-resistive construction. Section 3306 with Section 3306 (d):". ' . '. '- ' (m). Minimum tread is 6 inches at any point and 5/. 'Within units, show that corridors have a 'minimum 9 inches at a point 12 inches from , - minimum width of 36 inches. Section 3305 (b). where the treads are narrowest. . OG Maximum rise is 8 inches. Specify roof slope. ' C. Minimum width is 36 inches. 47{Provide spiral stairway 'details, per Section - )3. ' ' . Roof slope is not. adequate' for roof type specified. Table 32-B; Section 3203 (h). , Minimum run is 7 1/2 inches measured at a" point 12 inches from where the treads are the narrowest. )6. 'Specify'" roof .material• 'and application. Maximum rise is 9 1/2 inches.' ' , Chapter 32. ' C. Minimum headroom is 6 feet 6 inches ' ' Specify I.C.B.0. or U.L. approval number for' • ' ' ', .- ' ' ' ' ' roof materials not 'covered in U.B.C., e.g.,' d.' The tread must provide 'a clear walking ' . - tile, etc.'. Section 107. • area measuring at least'26 inches from the outer edge of the supporting column to the • '' - ' inner edge,of the handrail. ' '' ' -, . • ' The maximum slope for' a fire retardant built- Show a minimum' 2" air space and flashing up roof; with rock or gravel' surfacing, is 3 . between planter and building walls. inches in 12 inches. Section 3203 (e) 2. . Section 2516 (c) 7'. V, The minimum slope for a fire retardant built- - GARAGE AND CARS up roof, with cap sheet surfacing, is 1/2 inch / - in -12 inches.- Section 3203 '(e) 3. 7,0. Garage requires. one-hour fire' protection on '' the garage side-of walls and ceiling coon to 5%. Specify minimum 1/4 inch per foot roof slope - the dwelling. Table 5-B; Section 503 (d). I - - for, drainage or design to support accumulated / water. Sect'ion 3207 -(a), Section 2305 (f) and 7/. All elements supporting floor above garage, /9.. Section'2511(d) 6. . - ' - - V including walls supporting floor joists, must have one-hour fire-resistive protection on the Show roof drains and overflows. Section 3207. . - garage side. Section 503 (b) - 6Q/-. Provide - skylight details to show compliance - 77 Show 1' 3/8" solid core self-closing door for / - with Sections3401 and 5207 or provide I.-C.B.0. . / -openings between garage and dwelling. Section approval number. . , V ' .• V - 503 (d).. Plastic skylights mut -be separated from each - V - 7)1 Garages -are' not permittedto open into a room other by at least 4 feet.V Section'5207 (a) 6. ' used for sleeping purposes. Section 1104. 62. Show attic ventilation. Minimum vent 'area is - An occupancy separation- is not 'required - - 1/150 of attic area or '1/300' of attic area if ' between carport and- residence, provided the - - at least 50% of the required vent is at' least 3 . ' carport is open on two or more sides and has - feet above eave vents or cornice vents. Show - no enclosed uses above. V - required area and area provided. . . Section 503 (a) Exception 3. ' V - Section 3205' (c). 3$ .- Show garage framing sections, size of heade V V V MASONRY - . over garage opening, lateral cross bracing at plate line, method bracing garage front and Provide fireplace construction details or note '. V holddowns if required. Chapter23. . construction to be per attached fireplace - standard- drawing. Chapter 37 • V ' NOTE: Maximum shear panel ratio is 3 1/2 to 1 4. V V - Show anchored veneer support and connections - - / for height-to-width . Table 25-I. ' attached 'to wood in 'Seismic ZOnes 3 and 4, , V 77'. Doors may open into the garage only if the comply with Section 3006 (d)l and Section 2515- ' , . fo- or landing in the garage is not more - (a). Show ties and #9. wire in horizontal - ' V than one inch lower than the door threshold. ' V ' joints. -,. . ' ' Section 3304 (h). V 6/_ Show height and construction details of all '/'' Provide.an 18" raised platform for 'any FAU, masonry walls. Chapter 24. ' : ' '' ' , water heater, or other device in the garage V which may generate •a flame or' spark. UMC Note that cleanout openings shall be provided - Section 508, UPC Section 1310 (a). At the bottom of all cells to be grout filled I in accordance with Table 24G. Cleanouts shall ' ' FOUNDATION xujJc(TS , V be sealed before grouting, after inspection.I 3k'. Per soils report, note ,on the plan the soils Show floor and roof connections to masonry V classification, whether or, 'not the soil is walls. Connection shall resist 200 pounds per - expansive and note the allowable bearing lineal foot ,,or the actual--design load, - 'value. Section 2905 (c). V 'whichever is greater. Cross grain tension or '. bending in wood -ledgers is not permitted. ' 79. The foundation --plan does not comply with the Section 2310, & 2312 (j)3A. . : soils report recommendations for this project. / Please review the report and modify design, 6$f 'Provide 'details for damp proofing . the ' . ,notes and details oy 'as reguired. to sh r foundation walls, below finish grade, where - compliance: usable space exists on the interior side of the - I7?11 - /2 I, ,4JO - ' walls. Section 1707 (d). ' , V - 1 - 12/16/87 - ' V ' - V ' - ' - V Provide notes on the foundation plan listing Show foundation sills to be pressure treated, the soils report recommendation for or equal. Section 2516 (c) 3. foundations, slab and building pad preparation. • Show foundation bolt size and'spacing. Section 2907 (f). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specificatiàns have been reviewed and . 9,/ Specify size, I.C.B.0. number and manufacturer that it has been determined that the of power driven pins. Show edge and end recommendations in the soils report are distances and spacing. • properly incorporated, into the construction Section 302 (c). documents (when required by the soil report). -. ' 92. -11 r uiud ------' •1. ..1_tfi show. 21. The soils report recommendations excavations be . size, ijnbedment and location of hold down reviewed by soils engineer. Note on the anchors on foundation plan. Section 2312 (f), foundation plan that "Prior to the contractor 302 (c). requesting a Building Department foundation inspection, the soils engineer shall advise the If hold downs are required by calculations, building official in writing that: note on plan that hold. down anchors must be tied in place prior to foundation inspection 1.: The building pad was prepared in ' Section 305 (e) 1. accordance with the soils report, / Show adequate footings under all bearing walls The utility trenches have been properly and.she.ar walls. Section 2907 (b). backfilled and compacted, and / - 75 Show on the plans stepped footings for slopes foundation excavations, formings and ,The steeper than 1:10. Section-2907 (c). reinforcements comply with .the soils . report and approved plan." )6. Show minimum 18" clearance from grade to §3 Show height of all foundation walls. Chapter bottom of floor joists and minimum 12" clearance to bottom of girders. 23.. . . Section 2516 (c) 2. Show height of retained earth on all foundation . Show 'pier size, spacing and . depth into walls. - . Chapter 23. . . undisturbed soil. Table 29-A. Ifcut:. or' fill slopes exist, show distance of Showminim= underfloor access of 18" x 24". foundation to edge of cut or fill slopes and Section 2516 (c). show steepness and heights of cuts and fills. • Chapter 29. 9/. Show minimum undrfloor ventilation equal to 1 I sq.. ft. for each 150 sq. ft. of underfloor 8/. Note on plans that wood shall be. 6" minimum area. Openings shall be as close to corners 7. above finish grade. Section 2907 (a). as practicable and shall provide cross 8J. Note on plans that surface. water will drain ventilation on at least two approximately opposite sides. Section 2516 (c) 6. f: away from building and show drainage pattern j and key elevations. On graded sites, the top )eb. Specify that posts embedded in concrete shall of any exterior foundation shall extend above be pressure treated per UBC Std. No. '25-12. • the street gutter at point of discharge or the Section 2516 (c) 1. inlet to a drainage device a minimum of 12" , plus 2 percent. Section 2905 (f), 2907 (d) 5. FRM431RG Dimension foundation per U.B.C. Table 29A:. Show wall bracing., Every exterior wood stud - wall and main cross partition shall be braced Floors - Footing - at each end at least every 25 feet of length Supported* Stenwall Width Depth Thickness with 1 . x 4 diagonal let-in braces or - . • . . . . equivalent. Section 2517 (g) 3. 1 • 6" 12" .12"• 6" 2 /i. 8" 15"18"7" . Note.cross bridging or blocking. Floor joists 3 10" - 18" 24" . 8" • and rafters 12" or more in depth shall be • , . . .. supported laterally by bridging at intervals 'Foundations may. support a roof in'addition to the • not exceeding 8 feet, unless both edges are floors. Where only .a roof is supported, use, • held inline.. Sec. 2506 (Ii), 2517 (a) 6. foundation for one floor. • 6 I2Il6t8-7: • . , • • , . , -• • L4. Show blocking at ends and at'supportsof floor ],$'. Show stud size and spacing. Maximum allowable joists, rafters and trusses at exterior walls. . stud heights: Bearing wall: 2 x4 and 2 x 6 Section 2517 (d) 3, 2517 (h) 6. max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 Show double joists. Floor shall be max. 201 . Table25-R-3. joists doubled ; under bearing partitions running ). Studs supporting two floors; a roof and parallel with the joists. Section 2517 (d) 5. ceiling must be 3 x,4 or 2 x 6 at 16" p.c. -, Table 25-R-3. ioj Bearing partitions, perpendicular to joists, j - Note on A.I.T.C. of 'shall not, be offset from supporting'girders,• Certificate Compliance for beams,wa1ls or partitions, more thin the depth-. '. glued laminated wood members shall be given to of the joist. Section 2517 (d) S. . the building inspector prior to installation. Section 306 (f). - Sliow rafter ties. Rafter ties shall be spaced , more than 4 feet on center and be just not / Detail', all post-to-beam and post-to-footing above the ceiling joists, wheie rafters and - connections and reference the detail to the ceiling-joists are not parallel. Section 2517 ' plan. Section 2516 (n). - j (h)4 - •' .•.' 0 , . 16' Detail shear transfer connections, including Show rafter purlin braces. to be not less than I roof and floor diaphragms, to shear walls. • ' ' 450 degree to the horizontal. . - Section 2513. Section 2517 (h) 5. • 1)?'. Specify nail size and spacing for all shear 108 Show" 1/2': minimum clearance between top plate , I walls, floor and roof diaphragms. Indicate of 'interior, partitions and bottom chord of. required blocking. Maintain maximum diaphragm trusses. ' (To' ensure loading will be as . S . dimension ratios. ' [Tables 25 I, 3, K and • designed); '- 0 0 -. Section 4713 (d)). Show double top plate with .. minimum 48" , lap 1(. Show 3" x 4" or 2" x 6" studs in first story • splice.- Section '2517 (g) 2.' - of three story building. Table 15-R-3. Show nailing will be in compliance with Table 1)4'. Provide truss details and truss calculations 0 25-Q. ,. , ' 0 0 • I for this project. Specify truss identification numbers on the plans. X. Show or note, fire stops at the following .. . locations, per.-Section 2516 (1): . '' - 1l'. Provide roof framing plan and floor framing plan. Section 302 (c). a., In concealed spaces of stud walls and . ' I partitions, including furred spaces, 'at 12J Provide framing sections through the ceiling 'and floor levels and at 10 ..' foot intervals, along the length of the wall; ' , 0 '. 0 , b. at all interconnections between concealed • . ' ' vertical and horizontal spaces such as' 'occur at , soffits, drop ceilings and cove ' O ceilings; Section 302 (c). C. In. , concealed spaces . between stair stringers at the top and bottom of the run.- over ' i1rz. Specify all header sizes for opening L, and between studs along and inline with' wide. Section 2517 (g) S. the run of stairs if the walls under the stairs are unfinished; and . ' Provide calculations for main vertical and • ' horizontal framing members and post footings. d., in openings around vents, pipes, ducts, .. ' Section 302 (b). chimneys, fireplaces and similar openings which afford a passage fOr fire at ceiling ', ' 'Provide calculations for lateral loads, shear - and floor levels, with noncombustible ' . panels, shear transfer and related. Section materials.',. : ' 0 ' • ' 302 (b). . 0 121. Show on the plans all structural requirements 'calculations. . )ANICAL (UN04 MECHANICAL CX)OE) / developed in the structural Section 302 (c). (See comments below or at All heating, ventilating, and cooling systems and end.) appliances shall comply with the Uniform Mechanical Code. l2i ,Columns and posts located on concrete or - D139Show the size, location and type of all / masonry floors or decks exposed to the 5weather or to water splash or in basements and which heating and cooing appliances or systems. support permanent structures shall be supported by concrete piers or metal pedestals projecting /.. 1,40. Show source of combustion air to furnace, per , - above floors 'unless. approved wood of natural chapter 6, UMC. resistance to decay or treated wood is used. Section 2516 (c) 4.. 17L. Every dwelling unit shall be provided with '5 heating.facilities capable of maintaining a 121'. Individual concrete or masonry -piers shall ' room temperature of 70 degrees F. at 3 feet floor 'in habitable' Show above the all rooms. I project at least -8 inches above exposed ground ' unless the columns or posts which they support '. basis for compliance. USC, Sec. 1211. are of approved wood of natural resistance to decay or treated wood is used. ')(i2. Show minimum 30" deep unobstructed working Section 2516 (c) 4. ' I , space in front of furnace. Section 505, UMC. S. Show location of attic access with minimum size . /L Note on 'plans, ' "clearances' to be per ' 22" x 30". Section 3205. . ' manufacturer's listing." Section 504, UMC. l ShOW draft separation for attic areas between 1)1 Furnace shall not 'be installed in any bedroom, units in a duplex,.. Section 2516 (f). , ' , , , bathroom or in a closet or confined space with '.' , ' ' ' •. ' , access ' only through such room unless 110. Specify plywood grade and panel identification ' - . specified as direct vent appliance, enclosed index. Table 25-N. ' 5 ' - furnace or electric heating appliance. S , Section .704 UMC. 14. When roof pitch is less than 3:12, design ridge ' - ' as- a. beam. Section 2517 (h). , 145 Show I.C.B.0. approval, number for prefab 172 If foundation cripple wall studs are less than fireplace. f - 14" high,. framing shall be solid blocking. 1). Show access to the attic or underfloor furnace Section 2517 (g).4... - ' ' to be minimum 30 inches by 30 inches. / Section 708 & 709 UMC.' 363. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 XT. Note that passageway to the attic furnace inches when supporting 2 stories. , shall be unobstructed and have continuous ' Section 2517 (g) 6. ' ' , solid flooring not less than '24 inches wide. ' Show plywood sheathing over exposed eaves, or Section 708 UMC.' Ze. . other weather exposed areas, is exterior grade. 1 6.' Show permanent electrical outlet and lighting Section 2516 (i). ' ' ' , fixture controlled by a switch for the.attic 35. Show a weep screed at the foundation line plate furnace. Section 708 .UMC. '. on all exterior stud walls to be stuccoed. yi. Show details' to comply with Section 709 for Section 4706'(e). ' - , furnace under the floor, or Section 710 for fl. Detail truss layout for 30" x 30" attic access, / roof or outside furnace. if required for equipment in the attic.' . 1/0 ,10. 'Note on plan: Gas vents and non-combustible - / piping, in walls, passing through three floors 11. Ridges, hips, and valleys shall be at least one -. or less shall be effectively draft stopped at I' size larger than supported rafters. Section each floor or ceiling. - 2517 (h) 3. . ' .. -' .. UBC, Section 1706 (a) 6. 13fr'' In open beam construction, provide strap ties l). Provide drrer vent, to outside. UMC, Section ( across the beams at the ridge support. Section - ' - - 1903. 2501 (b) - - :.. ' " 8 12/16/87 - , ' - S -4K 5 W!RICAL (NAICAL ZLz=C&t (U)E) 46(. Show shower stall can accoodaté a"30" circle - - and has a minimum floor area of 1,024 sq. in. All wiring shall comply with the National Electrical UPC 909 (d). Code. ISE INSJLAflC (11PI.) 152. Show on the plan the amperage of the electrical - G/ service, the location of the service panel and 1fr5. Show details of duplex common (party) walls the location of any sub-panels.; . ' and floor/ceiling assemblies to achieve a Sound Transmission Class :(STC) rating in walls 1$'. Show location of all electrical receptacles. • of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. 15$ Electrical receptacle locations and/or spacing Title 25. / is not adequate in ___• S / 146. Show how penetrations of assemblies for bathtubs, its, or heating ventilating, o exhaust ducts shall be sealed, lined, or insulated to maintain required sound / transmission rating.. Title 25. 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 25. dJY cvATI( 168 Permit applications received after June 30 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. (115D9completed The new regulations require a properly and properly signed Form CF-1R 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. 170 Section 1403(a)1, Title 24, states that Form CF-1R shall be signed by the person responsible, for its preparation. The signer shall' be a civil engineer, mechanical 'engineer, electrical..', engineer, architect, general building contractoi, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of. the Business and Professions Code. • Please provide the signature. U63Note on the plan that hose bibbs and lawn sprinkler system shall, have approved backf low .. • prevention devices. UPC, Section 1003(h) & (i). . . . . • . • • 1ct: Po ii. t/i ' -f//' 770/d c_ _&; f (II / •S:. iio ,e - T'#,6T7\) a - - Show at least one convenience outlet other than 7 outlets for laundry, etc., outdoors, in garageS.- ' and basements; NEC, Art. 210-52. X,--)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) 5111. be GFI protected. • NEC, Art. 210-8. i4. Note. electrical system ground to be provided per NEC, Art. 250-81. - PUROLTNG Mumm MDThG '. 158. Show water heater si,!., type and location on i1ans.' UPC, Section 1301: S how.. 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. . Fuel comtustion water heater shall not be '. installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. .. . Provide adequate barrier to protect'- water heater from vehicle damage. UPC, Section 1310. S Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). ' - . 55 •" , 55 4 - 7 ' 3.71. All energy items shown on the plans must be in. 2'attached the with the information shown on Incorporate the waterproofing details on the Policy 80-8, where interior living 'properly completed Fore CF-].R. space occurs below grade at the masonry wall(s). 172 Specify on the building plans all .of the mandatory energy conservation requirements as 183 Show on the Title Sheet on the plans, the listed on the enclosure, titled, "Mandatory information required by the attached Energy Conservation Requirements".' Developmental Services Sheet 112383. G Show the make, model 'and efficiency of the $'.' All new residential buildings, including space heating' (or cooling) Lsystem and provide . additions, require., a soils report. Please heat loss calculations if the output exceeds submit two copies. • 45,000 BTU/Hr. .' Heavy timber framing, minimum 6" x 10" beams For room additions, show that the glazing area and minimm 8" x 8" post, for the structural of the addition does not exceed 16% of the beam and column supporting the fire separation newly-conditioned floor 'area, plus glazing between the garage and living area above, is removed or relocated due' to the addition. acceptable shown on the plans. (city policy). ' 175 See additional corrections below or at end. 186 IJBC Adopting Ordinance 8792 requires Fire CARLSBAD S.F.D. It IIJPL JPPLI " . Retardant roof on all structures, (Sec. -18.04.230). Show compliance with UBC Section )16. Energy conservation design should be for Zone 3203(e). - 7 . See attached energy packages.- ' /. . .. . ;97.City Ordinance 9792 requires two parking 177' Floor drains 'must have . auto-prime (city. . ' spaces/unit with clear area of 20'x20' i.e. no - policy). ' : washing machines, etc. Show compliance. 178 Note exhaust fans cannot be ductless type (city 188 -Please see additional corrections, or' remarks, policy). on the following page;. 179 New residential 'units must be pre-plumbed for ' The City of Carlsbad has contracted with Esgil future solar water heating. Note "two roof Corporation located at 9320 Chesapeake Drive, Suite, Jacks must be installed" where the water heater , 208, San Diego, California 92123; telephone number is in the one story garage and directly below' of 619/560-1468, to perform the plan check for your the most south facing roof (City Ordinance,No. ' project.. If' you have any questions regarding these 8093). ,• '' '-. . plan check ithms,- please contact_________________ 8 Note "two 3/4" copper pipes must be installed" "'to, the, most' convenient future solar panel ' 'fl'&6 -DO .- /( A) T1 location when the water heater is not, in a one at Esgil Corporation. If you have any questions story garage and is not' directly below the most' : regarding City Building permit procedures, please south facing roof. (city Ordinance No;'8093). 'contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. G All piping for present or future solar water . . heating must be insulated when in area that ' Thank you. are not heated or, cooled by mechanical means '- -. (city policy). ' . • . Enclosurei: Lt, Cøe'iP e TE AlL '7/i'-&- il IL O-t7 ,-AJ o S S AJc-,A, /A.L 74/ 7AJ 'p Lp ,jz.- C- c.0 c- ' TV 7/29/88 . 10 a Ok/'as S I 7/v'- 0F 52' L 4-7 r,-c-m cPFc GI-1 ?) L p44A) cC.77c7J S ft </ / ,iJS / c-777AJ - I P,OV/P PH'7"L- °'- P0i 7 TO Je&:- -, r F?. '- r#- - L1s Hi j r m4j -i7tJ rc //) 7/ L- 'g- 77 , /'-(• 9-AJi- 7/ / ç / JPPIB(TAL PLAN CX)iRIOIi SM= FO SPI.AL INSPECTION The following must be identified on the plan title sheet or the structural specification sheet per UBC Sections 302, 305 (f), and 306 (a) through (f): 1. Note that continuous inspection shall be performed by qualified special inspectors retained by e owner and approved 'by the Building Official to act as a special inspector fo,r the following types of construction: 0 CONCRETE ?S 'I REINFORCING ;T1 AND PRESTRESSED STEEL FOR PRESTRESSED CONCRETE______________________ WELDING HIGH-STRENGTH BOLTING______________________________________________________________ STRUCTURAL MASONRY'* - ' F. PILING, DRILLED PIERS, AND CAISSONS_________________________________________________ G. SPRAYED-ON FIREPROOFING____________________________________________________________ , H. OTHER SPECIAL CASES: 1. FIELD FABRICATED TRUSSES 2. 3. ••- - (7) Provide the following statements on. the plans: The permit applicant shall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that: 1. all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building. Official; and all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected,, revised designs to overcome the deficiency shall be prepared by the design engineer or architect of record for approval by the Building Official.; and all corrective work required is completed in accordance with the approved plans, specifications, and City adopted codes.' (1) A final inspection report, signed by the special inspector and the responsible engineer, is submitted to the Building Official upon the completion of each element requiring 'special inspectiän. The report must, certify that the work was in compliance with the . approved plans,. specifications and applicable City codes including any authorized changes: to the plans. .• . . , S ' . 3. Note that evidence will be provided to the Building Official that the following items were, fabricated in an approved manner (Certificate of Compliance, approved fabricator certification, mill reports, etc.): , GLU-LAM BEANS , . . . PRECAST CONCRETE___________________________________________________________ C.' REINFORCING STEEL D. STRUCTURAL STEEL______________________________________________________________ TRUSSES INSULATION _. OTHER 4. Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications and provide documented approval for same to the Building Official for his approval. S. , Note on the plans that the owner shall arrange for performance tests to' be conducted to the satisfaction of the Building Official of the following: A. 'FIRE EXTINGUISHING SYSTEMS B. SMOKE CONTROL ASSEMBLIES C. EXERGENCY EXIT LIGHTING D. EMERGENCY POWER SUPPLY E. AUTOMATIC CLOSERS ' F. OTHER SIl23O85 12/30/85 a NUflOER 80-8 SUBJECTVIA TEJPR001It:G BELOJ GRADE MASONRY WALLS . - EFFECTIVE 9/23/80 1 SECTION BUILDING DEPAPTIIFNT 'SUPERSDES:; PURPOSE: TO ESTABLISH A UNIFORM POLICY FOR WATERPROOFING BELOW GRADE -MASONRY WALLS. . . .. .. . POLICY: The Building Department requires approval in.advance.of any .; method of waterproofing below grade masonry walls except the one shown' below. . . • . . 0 ••• •.• ••. S • : •• S. • - >ri .5 . . . . . . . . 2 L/'LUS 5 FELT . SECURED AND S!A1.ED BY : . . APPLCA1IONS DE lIOT . A1HA' - C?/t)1. ti - GRAVEL (MIN.) • '1 ?A W) F'l!'N • • • (:i. • IN I'1iflQi . . (J'i i n i i Oi t ('0' I)AIN 1'11 JiAI I. St. 0M • .....................•.'. id1 I II I Iii (1 C i1t Id .) 4Z . . S • • S _____ 1t (I Ry: S • S • ApIt,'(,v,(I Ry: ____- _J!LJJLc.!.L!JtYL ------- - •- - - -.--J '! L_) 1fl1C1( ____ Certificate of Compliance. Residential (Page 1 of 2) CF4R Project Title 'Date Project Addrr - BuUdgPaiI DocwneotaUoc Author- Teteiboee Oee By/ Date Compliance Method(Pathe. Point Syn= otCnputcr) CIJmattZe wormw= Atmey Use Ony GENERAL 17TORMATION I Total Condioned Floor Area Building Type: Single Fazii1y :, Hotel/Motel (check one or more) Multi-Family (less than 4 stories) Addition- ___ Multi-Family (4 or more stories) Existing-Pius-Addition Front Entry 0rientaxiori- North / East 1 South / West / All Orientations (circle one or more) Number of Dwelling Units: Floor CóstructionType: Slab Raised Floor (circle one or both) • Infiltration Control Standard/light (circle one) BU1LDtNG SHELL INSULATION . S Component Insuiation Location/Comments •:, Type R-Value (attic, to garage, typicil. etc.) -Wall ............. wan .......... Roof .............• Roof ............. Floor .............. Floor . .............. Slab Edge GLAZING -Shading Devices Glazing : Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (sngle. double) (roU er blind, etc.). • (shadescreen. etc.) (yes/no) (meW/wood) Front....( ) '.- • - _________ - Front;... Left...... Left......(.) ___ • • ____ ______ _____ :.Rear.....() ___ ••• _____ •-• ____ ______ _____ Rear.....(.) • 0 • .•- ____ _______ ______ Right.... Right.... Skylight ....... Skylight ....... 0 THERMAL MASS •• 0 0 - -: • Type/Covering Area Thickness - - (siablexpoaad. tile, etc.) (sf) (inches) Location/Description (kitchm bailt. etc.) . Certificate.-of Compliance: Residential . (Page 2 of 2) CF-1R PrOJeCtTIUC - :- - Dsi* .. - HVAC SYSTEMS Minimum Duct Type (furnace. Li Efficiency Locauori Duct Output Manufacturer/Model # ccnthtione:, hcax pump) (SE. SEERLHSPF) (aide. etc.) R-Value (Btuh) (or approved equal) Maximum Furnace Heating Output. Btuh HOT WATER SYSTEMS Tank ManufacturerAfodel # System Type (sorage asei.) Capacity (ofapproved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 andTitle 20, Chipter2, Subchapter 4, Article I of the California Administrative code This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of. compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: * 'Name: - - Tkie/?uye: . •. . TiUe/Flrm _____________________________________ - - Mdreu:______ M&eu:______ - . - Telephone: - - - •- Telephone: - Lic.l:. . - . • - . ., . . (s2gnanrc) (daie) (stgn.aiure) (date) Documentation Author -; . EnforcementAgency NPJTIC . ThicIFum: - - - Agc. Address: . . Telephone: - • • - -. Telephone: -• . . ... . r • . . - . • - - - (signature) .- . -. (date) .....(sgnscum or stamp) I - - -- (date) Font, Rcvu.ed March 29U MM F0L1L%JD4 )C MAmA1tR1 R.JIRDTS MOMM BE DRRA ON PLJJ( OR cowwm Wflliui JOB SnZWICAXION DOCTS. MANDATORY EXERGY (NS?VArI0N REOU130MTM OF THE SLk= OF CALIFORNIA - (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all ofthe requirements of the Appliance Efficiency Standards and shall be certified by the California Energy' Commission. (2) A two stage thermostat, which controls the supplementary heat on its second stage, shall be 1- provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 2' hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. A11 gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances, shall be equipped with an intermittent ignition device. fan systems exhausting air to the outside shall be provided with backdraft dampers. All transverse duct, plenum, and fitting- joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UHC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. 'All swinging doors and windows leading to unconditioned' areas shall be fully weather-stripped. Storage type water heaters. and storage and bacbup tanks for solar systems shall be externally . ' wrapped with R-12 insulation or greater. . (12) The five feet of pipe closest to the water heater, if outside conditioned spaca, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building'envèlope shall be insulated in accordance with T20-11e06(d). (1.3) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (14) Shoverheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy. Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeabló metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards.' ' The insulation installer shall post. a signed certificate. . . Section. 276.. Insulation Certificate (All Occupancies). Alter installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the 'installer and the builder stating that the installation conforms the requirements of Title 2, Part 2, Chapter 2-53, and 'that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4. Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18)' For infiltration control all openings and penetrations must 'be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires.- Form EQI 3/5/86 • . - • - • , •• - i - - DEVELOPMENTAL 1200 ELM AVENUE SERVICES ) CARLSBAD, CA 92008.1989 , BUILDING DEPARTMENT (819) 438.5525 Qtitp of Cartbab D1 & 7983 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number - - - Circle any Planning Commission or City Council Action on this Property Variance, Corxlitithial Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan Ir PLAN CHECK NUMBER cd 112383 Date z_____ Prepared bys CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT 0/7i oiJL. PHONE NO. %,) 7I-z-o1O BUILDING OCCUPANCY /— 1,4 DESIGNER PHONE___________ TYPE OF CONSTRUCTION V— A./ CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE -- (( 17. /7'OOQ - 7 : / _______________ ____________ Air ConditioninE Commercial Residential Res. or Comm. Fire Strinklers Total Value : Building Permit Fee $ - /''. OO Plan Check Fee s : $ 757 9. 2,9 COMMCNTSt - Plans received by Esgil after July 31, 1987 shall have permit and plan check -fees-calculated per 1985 UBC. - - : SHEET V OFI' 12/87 ENGINEERING CHECKLIST 4_1 41 LEGEND Date 10 - 88 Item Complete Plan Check No. 8S13/(0. Project Address 1821/ (A?i S I ter2r Incomplete - Need Action Project Name: )s/-,iJ 1,2,3 Number in ci rcl( Field Check Date: indicates planchecI By: number that deficienc) was identified co CO CO LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North fl arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, 'existing topographical lines, existing [ I=1 - ,and proposed slopes, driveway and percent (%) grade and drainage patterns fl fl 3 Provide legal description of property. D 0 4 Provide assessor's parcel number. PERMITS REQUIRED Grading E LI LI 5 Grading permit required.'-(Separate submittal to Engineering Department required for Grading Permit). LI LI LI 6 Grading plans in plan check PE___________ fl LI 7 Need the following completed prior to building permit issuance LI LI LI A Grading plans signed LI LI LI B Grading permit issued LI LI LI C Grading completed LI LI LI - D. -Certification letter and compaction reports submitt e d . LI LI LI E Grading inspected and permit signed off by City Inspector. LI) E LI 8 Right-of-Way Permit required for work in public right-of-way - (e.g., driveway, approach, sidewalk, connection to water main, etc). - F-1 f_1 9 Industrial Waste Permit apphcation required To be filled out .............................. coTmpleteiy and'returned to Development Processing. It - FEES REQUIRED Cl/i Pak-in-Lieu fees equired.4 - , --- . Quadrant: Fee Per Unit: Total Fee: (fl' . Traffic impact fee reuired. fl - Fee Per U nit: .co , Total Fee: Bridge and Thoroughfare fee required. Fee Per Unit: - , Total Fee: Li E - - Public facilities fee required. Li 14Facilities nnagementfee required. Fee:ZoJEIo,4.. Li Additional EDU's.requred: Sewer connect-ion fee: 125-0 Sewer permit.no. 33! 1 Li Li- Sewer lateral required: REMARKS:,- - 4 - Ile 4-1 - - ( '( - '- - co ca co Plan Check No 13/ Address 18 CA/c S Type of Project 'and Use : tie I Use Allowed? YES ( NO• rN 'Setback:: Front - Side Rear' OK Facilities Management Zone" School District: San Dieguito Encinitas Carlsbad '. San Marcos 0 Discretionary' Action Required YES ,NO K ' Type 0 fl 0 Environmental Required ' YES - NO 0 0 0 ' Landscape Plan Required' ' YES NO Comments Coastal Permit Required '..' YES NO - 0 0 'Additional OK TO ISSUE DATE V •' S. S., .02--2. S. 5rnic 71 1/7 Ali .1 AL - ?c •--: . /O.c • S ..(.l(J/?z-a : •• .= - ?' 4 - -.--.----------------.----.---------------------- - I t - • -4-(i '7- ', 'S / 'Z) '2 &7- - . S • '' . - ).r • -• 4= >62 S = . 'Do -h.• 671 , - 44)/( q ?e/ 1 A'.ir A TA CJr jt i k'J2 / p/acii • '• S I b 6 Y3 I J 7;, :,34-v H: : ;-/-#vT -- 1.31 -? -S..-- 7,7 4. / /9. S.. •. /f I S. S. -CIO ./ • s_fz_ 7iEO •1 //a f S. - AJ / . • 'vg —. CD . • .5. .. tL- S CRITERIA CODE Uniform Building Code S .198 Edition STRENGTH OF MATERIALS . WOOD: 2x, 3x & 4x 1s Douglas Fir-Larch No. 2, Unlea Otherwise Noted. (U.O.N. ) 6x & larger .- Douglas Fir-Larch No. 1, U-0. N. GLUED-LAMINATED TIMBER: Simple beam: 24F-V4 Cantilevered beam: 24F-V8 MASONRY: Grade N-I Hollow Concrete Unit8 Type S Mortar . . . Al]. cell grouted solid: -I'm 1500 psi Special inspection not required CONCRETE: 2000 psi at 28 days . . . REINFORCING STEEL: #3, #4, and #5 bars to be either. Grade 40 or, Grade 60, U.O.N. #6 bars and larger to be Grade 60 STRUCTURAL. STEEL: ASTM A36 (Fy = 36. kai) . STEEL PIPE: ASTM A53, Type Eor S, -Grade 'B STEEL TUBE: ASTM. A500, Grade B • - WELDING ELECTRODE: E70XX . - ., - -. . • SOIL. PROPERTIES 5-190. & DESIGN LIVE LOAD Roof 0 20pf -(reduced per tributary area criteria) Floor 0 4-p psI SEISMIC . • .• . .•• . -S • Zone 4, 5 '- - - • WIND S - • 74S(- : ': - - - -77 5z -L-V7 5 12 02 / o k'21 d/7Iiit7 __ • (y/,jiJ2// 4g4 (zi1>rnJv') ?7 d3 Rfl 47 QQI4d? fl9M7 '0/ Di -I mx%(,n Ol 211, ? ?7 7 d VV ', V VV W42L V V V , (iPv7 V V • - V V V 'V V •V " . V V V V V V • ___ V V V V -21 aw VVV V V ,• V V V V',', • V V V 9.1 •• • V "qp' V V b¼s-. 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SIZ (—,J, ~7~e ------------------- S V V V/j / V F Ae- V V VV V • • V V V 9-rEz • V - ) tf7t1 V • / V Wcr ,reV pc/ V V S a,Q,L ((E V V V S • • V /.E -'c& VV tt * 'V V V 3 L - V V V V • V V V V &Zz 4"• !- V •V V•VV.•V V • •:. • •--• •i• g V V V V VS V V V V V • V V V V, V V 77,t 7 / • • V V V V)S V r V SV V • GENERAL NOTES , UMBER SMALL BE OF SPECIES LI GRADE SPECIFIER APPROVED EQUAL (UT Si MAXIMUM FLAil 01)1 111 FUR V2LOXJ 21, (.1) 213 P51 TPIFLIBTICATIOUKANOLINGL, iIII(iY,IdIX)U lIII1SSELIIMfT LT,ITIOfi: ITjU,LX.I[, CuI4lIIlUO,jT iAI1IYA ENArAI, 0 .00AIICIN L1Ij''. 1111)1 OF GREATER STRESS VALUE 61 AW4IUVAL NUMBERS U8C1234?. INA ICU IO1iI,4. SbCCS/71Ti4. HULA ?14 IA) CLARY CORP. ISN01RLSF0FCLIIItI.IUIl0VFftAII IUIIUINGI7LSIUt4. P001411 MINIMUM SIfl 1061 14. AilAC.LL. W700 1.AILS UY 'JIHIOLi UNLESS OTHERWISE NOTED THE DESIGN I BASED UN THE USE Of DR TI TRUSSES DESIGNED PUHLOAOS SHOWN ON TIII DRAWING ONLY PRECAU MANEUT OR TEMPORARY (IRACIIJ. SUW'UHIS. Oil DRAINAGE Of SAME IA IjEPIlITIVI MEMOFI' BENOING OAIUESAHE uLDAS S14CVIEDIN 1)IA. LUMBER AT THE TIME OF FABRICATION. 6THETRUSSES WILL BE USED UNDER lIONS SHALL BE TAKEN 10 INSURETIIAT THE PLACEMENT I, USE 01 11415 111 TRUSS DESIGNS CONFORM TO 1141 CURRENT 115 DESIGN SPECIFICATIONS I DESIGTISPECIFTCATION INOSIFOR W00000NSTRUCTION ILATES18UTI: - DRY CONDITIONS AS SPECIFIED IN NDS (NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES IS BASED ON THE UNLESS OTHERV'ISE NOTED. ALL OTHER LUMBER VALUES ARE THE L CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEPO FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATET EDITION OF 110$ ON EACH FACE OF TRUSS. PLATE SIZSS ARE DELINEATED VERTICAL BY TICAL LOADING T CONFIGURATION. 0 THE QUALITY CONTROL MANUAL FROM TPI. 161 NO MEMbERS OF THIS TRUSS SHALL BE CUT. . HORIZONTAL (UNLESS OTHERWISE NOTED) 8) SPLICES IN TOP & BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'O D.0 MAX. . 171 MINIMUM RECOMMENDEDCAMBER L720 I PLATING IS FOR AXLALSTRESSES ONLY: ADDITIONAL PLATING FOR HANDL' ANOTHER. SPLICES TO OCCUR • 6 OF PANEL TB POINT. SC LATERAL BRACING OF I00 O.0 MAX. IS) TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY INlJ OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR. SEE 131 EK&INUICATES BEARING PLATE 1ST OTHERS' PlYWOOD MIll 381 UNLESS OTHERWISE NOTED, -crmat4Tzw4 Am LCAEJD IBY ?AICAT03 TUFOM *0 201141=111 AI Al MCKs -nc* MM IS UM@WW QPLY r= IM LO" use.- P*0V2IBZl PW T)€ pRv4TIa4 cr PUMN ssXi HAM APV = Wr IM FI1W9A2=ZLM'CF.TM 113. FAMWAM 03 IM CLAW'C0FrMT=. 72 Mr 5-2-0 5-2-0 5-2-0 I 311 57! *7* 311 12 12 + + + + 5X6 3x4 ____3x4 _5x6 Pli MIT V - 5x ' 13.0331* . ........ . ........ ....... 6 . ................................. 3-9-0 2-7-0 5-2-0 5-2-0 3-9-0 TuP 307 LIM 23-so 0-0 .-: . . 1 1303 0 4 —tau M04 74 -137). 1303 . 74 130S -3W 731 so I44X PP Live Load Deflection-i/16 WOO( pene1#3 - 1)0 PLATE TYPE: SPACING— O.C. MAX. . LOADING . TC LUMBER - . LARVfCOPOR*TION V.O00 200 1LL TC 20 RW TC jr, 1ST BC LUMBER 2X4 #2 DFL 2X4 02 DFL PLATE AREA: 5,INC to, SI) 3711W CLAHY AVE. - MEMBER OF LL tIC o FSF WEBS. RAN LIARHIEL. CALIFORNIA 91776 L'I3'H76lll 356 253_J01 . 23 DL tIC PSF TOLAI -, PSI 2X4 Sit) HFi EL'flPVAS MA\ 85N0110 DESCRIPTION: - .DWG. I 2-0-0 kAtAJ 7 — III(, 100 . - 11.1 ) STONE TRUSS CO -INC. SOURCE Pruree PROJECT: DATE. SCAlE A/E SIN UiLD t5 Sep 98 L,EHEALNOES OWER SMALL BE 01 SPECIES S GRADE SP[Ch'ILO. APPROVED LEJUAL ON N, MAXIM).)'.) FLAIL VALUE FOR V2LUJ 20 GA 213 PSi - 1FIJB1IA1IONMANtJL,NGfidCIIlU,VJIIGU lRI?$L L.AESI ICITIOlL. ' — 'ICAI&V (ONTINuOu. LA1 IRA, BRACING Al LUCATIOIISP.OM. Tn.AT OF GREATER STRESS VALUE 6,APPRIvAL NUMBERS UBC 12342. EllA ICE 120.04. SBCC 877,1 74, BOC.A 7574" IS;CL.ARY CORP SNOT RESFSIsrroP.-XIRALL ENJII.1411 DE2I'N, 101' PER MINIMUM 'I/[ 10 bI 1L ACIACr,iU WIbL NO.5 lET OI.IERS: .11 Lbs LIHERWIS NOIEO TEN DFSII. N BASED ON THE 14 I Of oi TI TRUSSES UESiUNIDfOR .,ALIN 'ulUWN 01 IN DRAWING 01.) lift MANINI 'I TFM1OI1AIIY BI1.-,CIN) ',JPI'UI)IS. JR (MA NA Elf NAME IN II)I4'I EM MITER ELI XIII( VALUESARE ('I D.S LINFO It I )JMFRA11HL 1)14CC]! FAHRILATIOT, S (HE TEIuSlS WILL b1 US1UU 4kR NUNb lolA I AL TAKEN GIN LIT THAT THE PLACEMENTS USE 01 THIS III TRUSS UESIGNS r(JIfIJRM 10 TM .JHRIIIT TP DESIGN SPECIIlL 1,1.5 DESII SPEC II f ' URL IYJUCUI. IPULIIU LAT S'EO II OR! CONDITIONS AS SPECIFIED) IN 1435 NA II0T,Ai ljlSXol4 STANDARDS, IRUSS CONFORMS WITH THE, DFSIGN IMF SIRUCIUIISI OTSGEX I FOR L114111 MI TM PlATE C.IJTINFI.TE[ V0(jL IRU551S I, 1 iAIL (A; HI IL GT,ILMWISE 1101(3 Ad OTHER ILIMITEP TLLIJE,ARE I'Ei I. LONNECIOKPLAIIS ARE lOSE IN3TALLEosTMMFlRII:AI I Y ON TIlE JOINT PARAMITIII1 SHOWN ARE ALSOAPPLECASLI IOSHOIETER ((lOSSES Of IDEN IAITRILAICII I0II(JWII4G TIll RLCT)MMFNUL'DI'IIALlICESAS ,I'I IO!IT'Ill, LL1LI 101110?. 01 1105 - ON EACH FACE Of TRUSS. PLATE SIZES ARE DELIT)LAIEU. VERTICAL BY TICAL LOADINGS CCX)FIGUIIATION IRE DUALITY CONTROL MANUAL I MUM YET lb:00 MEMbERS OF IRA TRUSS SHALL SI CUT HORIZONTAL, (UNLESS OTHERWISE NOTEDI •. 81 SPLICES IN TOP & BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE A 121 IC LATERAL bRACING OF 30 O.0 MAX .. T/) MINIMUM RECOMMENDED CAMBER 1.770 I PLATING IS FOR AXIAL STRESSES ONLY. ADDITIONAL PLATING FOR HANDL I ANOTHER. SPLICES TO OCCUR ,6 OF PANEL 1A POINT BC LATERAL BRACING OF 100 O.0 MAX' . 181 TOP CHORD SHALE BE LATERALlY 51)/CEO WI1H PROPERLY ATTACHECI 1MG OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR RI INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR SEE 141 INDICATES BEARING FLAIL iBi OTHEIP I'IYV/nJ.)IJ UI. (UNLESS OIHEIIW T N0 4D, . . -------- •- - - -PLATER 'flhIPo2 W VMNM AM MJMAIW 4S AM. -.Ø¼UTV! MOO ETHORM 57 . ' . . . -qua r-ias Is 09120111w al_v Pas nc s.o*as coa. ..—.—• .- TM. pwwonim cr pawn on . . - . a Willin AND Is IWT '1W 95.X1Y OF 1W as PANIC"? IN an 1W C3 rzas 3-8-0 _5-2-0 __5-2-0 ___5-2-0___3-8-0 _ #2 #2 #2 be 1337 1337 1= 12 12 A - 5x6 3x4 OT da L~ I'D 69 79 In 78 80 If qq am am 3x6 3x4 3x4 3x8 CIA dig 2-7-0 3-9-0 5-2_2-0 + 3-9-0 r 23--0 . . . . . *433 so -- —478.0 -47W 74 74 8443 -1790 - • . . 'O •, as PAlTo 7IBTB WThI •• s8Ir. Top um b4Afl.$ 110.C. --- -- . - -- - - - I . . . Special Loading,. Refer to Lauding Diagram . ICT log s.a &io.c. )4AX PP Live Load Deflection-W16 in DOT psnsl•3 . ...... DO T H* as .T 1WI4 TPLIN1 KA718. C LA 3M W CLARY AVE. RY ORATION NEMBEIIOF PLATE TYPE. SPACING-O.C. LL TC.' LOADING EO UL TC IS PSI LL BC 0 PSF TC LUMBER #1 BC LUMBER 2X4 2X4 #2 DPL WEBS DESCRIPTION: 230 ENG. 10MSTONE røis CO INC.LNGJ Program I °t PLATE AREA %INC ID SIL PROJECT: .JE DESIGN BUILD DATE: 15 Sup 1982 SCALE: 3/16 AN GABRIEL, CALIFORNIA 91776 - . . 12131 2876111 __ . no 25 DL BC 10 PSF TOTAl 4e PSF - '• 2X4 BiD HFR EXCEPT AS MAY BE NOTED GENERAL NOTES LUMBER SHALL BE OF SPF , GRADE SPECIFIED. APPROVED EQUAL OR SI MAXIMUM PLATE VALUE FOR 2ODD GA r 213 PSI. TPI PUBLICATION: HANDLING S ERECTING WOOD TRUSSES (LATEST 601110W. 14c-:INoIcATEs CONTINUOUS LATERP :1140 AT LOCATION SI4OWN. THAT OF GREATER SIRE: JR 61 APPROVAL NUMBERS USC S7142 EllA ICE 92004. $BCC 1125174. COCA 752. JICLAIFY CORP. IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN FOR PER MINIMUM SIZE TO HE 1.4. ATTACHED I .IlAIL. 1ST OTHERS S UNLESS OTHERWISE NOT.. •.E DESIGN IS BASED ON THE USE OF DRY /I TRUSSES OESIGNLD WH tOADS SHOWN ON THIS DRAWING ONLY. PRECAU MANENT OR TEMPORARY tiRACiNG. SUPPORTS. 014 DRAINAGE OF SAME 151 REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIEDIN NATIONAL UMBER AT THE TIME 01 FABRICATION. S THE TRUSSES WILL BE USED UNDER 1101)5 SHALL BE TAKEN TO INSURE THAT THE PLACEMENT S USE OF THIS ill TRUSS DESIGNS CONFORM 10 THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION 114DB, FOR WOOD CONSTRUCTION LATEST EDITION, DRY CONDITIONS AS SPECIFIED 89 NOB (NATIONAL DESIGN STANOARDSI. TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES S IS BASED ON THE UNLESS OTHERWISE NOTED. ALL OTHER LUMBER VALUES ARE PER THE CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF DEN FABRICATOR FOLLOWING THE RECOMMENDED PRACT ICES AS SET FORTH IN LATEST EDITION OF lIDS ON EACH FACE OF TRUSS. PLATE SIZES ARE DELINEATED, VERTICAL BY . lEGAL LOADINGS CONFIGURATION. THE OUALITY CONTROL MANUAL FROM TPI 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL. (UNLESS OTHERWISE NOTEDI SI SPLICES IN TOP S BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF O D.C. MAX. 17) MINIMUM RECOMMENDED CAMBER = L'720 A PLATING IS FOR AXIAL STRESSES ONLY. ADDITIONAL PLATING FOR HANOL ANOTHER. SPLICES TO OCCUR 6 OF PANEL 114 POINT. BC LATERAL BRACING OF 100 D.C. MAX. 181 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING 01 TRUSSES IS RESPOFISSIIUTY OF THE FABRICATOR. : . 91 INSTALLATION IS THE RESPONSIBILITY Of THE ERECTION CONTRACTOR. SEE 13) EffilINDICATES BEARING PLATE (BY OTHERSI PLYWOOD (MIN. 3181 (UNLESS OTHERWISE NOTED) NFIGURATION & LOADING 6-2 5-9-9 ' CO FlED BY FABRICATOR SPECI ROFESSt C04277— i 4x4 2X . .5- •-.... 9X4 M* 2X4 M 77 5x6 3x 4 TOP was ton ...7 . S -iD7IB 471 7-6-12 -S - - -I - - 24-0-0 15 TRUSSES AEG. CAMBER-5/16 . . . . . .. = PLATE TYPE: SPACING-O.C. MAX. LOADING TC LUMBER . DESCRIPTION . I DWG.I / v._g000 2-0-0 LL TC 16 PSF LUMBER 2X4 #2 DFL 24-0-0 COMMON 6/12 LARV CORPORATION TO-41985 DLTC 14 PSF BCLU ENG.FOR: ENG.BY: 320W.CLSARYAVL MEMBER OF PIAIEARE.A' %INC WSTL LLBC 0 PSF WEBS 2X4 #2 DFL STONE. TRUSS CO. INC. CLARY Corp. / 01 AN GABRIEL CALIFORNIA 91776 . DL BC 0 PSF 2X4 510 DFL PROJECT . DATE I SCALE- 121312979111 __... I TOTAL 4o PSF EXCEPT AS MAY BE NOTED . . MAY t9 1/4 LUMBER SHALL BE OF SPECIES b GRADE SPECIFIED, APPROVED EQUAL OR GENERAL NOTES SI MAXIMUM PLATE VALUE FOR V-2000 20 GA. = 213 PSL . TP1 PUBUCATION HANDLING St ERECTING WOOD TRUSSES (LATEST EDITION). 14I INDICATES CONTINUOUS -LATERAL BRACING AT LOCATION SHOWN. THAT OF GREATER STRESS VALUE. UNLESS OTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF DRY 61 APPROVAL NUMBERS: LIBC 12342. FHA TCB I20.04, SBCC 17201.74. BOCA 7524. 10) CLARY CORP. IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN, FOR PER, MINIMUM SIZE TO BE Ix4, ATTACHED W12-SD NAILS. (BY OTHERS) 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY. PRECAU- MANENT OR TEMPORARY BRACING. SUPPORTS. OR DRAINAGE OF SAME. LUMBER AT THE TIME OF FABRICATION, St THE TRUSSES WILL BE USED UNDER 151 REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED IN NA11ONAL TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT St USE OF THIS Ill TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDSI FOR WOOD CONSTRUCTION' LATEST EDITION1 DRY CONDITIONS AS SPECIFIED IN NOS (NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES St IS BASED ON THE UNLESS OTHERWISE NOTED. ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF (DEN. FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES ASSET FORTH IN LATEST EDITION OF 1405. ' ON EACH FACE OF TRUSS PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING & CONFIGURATION THE QUALITY CONTROL MANUAL FROM TPL 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT ? HORIZONTAL (UNLESS OTHERWISE NOTED) (B SPLICES IN TOP & BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 IC LATERAL BRACING OF 3'0 O.C. MAX.171 MINIMUM RECOMMENDED CAMBER 1./720 4) PLATING IS FOR AXIAL STRESSES ONLY. ADDITIONAL PLATING FOR HANDL. ANOTHER. SPLICES TO OCCUR 16 OF PANEL 1)4 POINT. BC LATERAL BRACING OF 1010 O.C. MAX. ((B TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHEDt ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY Of THE ERECTION CONTRACTOR. SEE 131 EMIINDICATES BEARING PLATE (BY OTHERS) PLYWOOD (MIN. 2181 (UNLESS OTHERWISE NOTED) - I1 - -. 'CCBYlM'T2( NC LDADDIS WWVM WV IWAINUCATUR -4.A 1810w 10 AM M.D1111k7W AS *Ja. -mas15 111=101100 0I FOR 7W LOAM NOW. PRDV== FOR 7M pviui or 11,0110210 Mr . S IM NAM NC 1* ICY 7M FEWOMI W 7M FABFCMTM 10 7M (BIWV cWT1DI. 5-0-11 4-11-5 4-0-0 4-11-5 5-0-ti 00 FL 1 12 4x6 5x8 12 NK X4 49 la ass CIA C3.10 28% no 3x4 . S 3x8 3X4 . .. . 5x6 TV Bres.L-N wr .1110116 5-0-it 4-11-5 4-0-0 4-it-5 5-0-11 -ia iii. vi -1000 *110 - - 001 -4000 liii 0 A_fl..M __ 5. 97 PLATE TYPE SPACING-O.C. MAX. LOADING IC LUMBER DESCRIPTION: ' DWG. I W • v_.g000 . 2-0-0 IL TC j5 REF #2 . . 24-0-0 TUDOR CLL%PV CORPORATION 2 53 DLTC j4 REF BC LUMBER 2X4 #2 DFL ENG. FOR: ENG.BY: 320W. CLARY AVE MEMBER OF PLATE AREA: % INC Io STL- IL BC 0 . STONE TRUSS CO INC. SOURCE Program j 0% SAN GABRIEL CALIFORNIA SInS 013) 2874111 344 2 DL BC REF 2X4 STD WR PROJECT: DATE ' SCALE- TOTAL REF EXCEPTAS MAY BENOTED A/E DESIGN OLD to Sep 1908 '3/16 JtnsnnLIuIt - - _- II LUMBER SHALL BE OF SPECIES 8 GRADE SPECIFIED, APPROVED EOUAL. OR 51 MAXIMUM PLATE VALUE FOR V-7000 20 GA. = 213 PSI. ' TPI PUBLICATION: HANDLING 8 ERECTING WOOD TRUSSES (LATEST EDITION). I4iI0DINDICATES CONTINUOUS LATERAL BRACING AT LOCATION SHOWN THAT OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS: USC 02342, FHA 1CR 020.04, SBCC 07251.74, BDCA 7524. 101 CLARY CORP. IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN. FOR PER. MINIMUM SIZE TO BE 1 4, ATTACHED W12.81) NAILS. ISV OTHERS) 21 UNLESS OTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF 'DRY TI TRUSSES DESIGNED FOR LOADS SHOWN ON THIS ORAWING'ONLY, PRECAU. MANENT OR TEMPORARY BRACING, SUPPORTS. DR DRAINAGE OF SAME. 15) REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED IN 'NATIONAL LUMBER AT THE TIME OF FABRICATION. A THE TRUSSES WILL BE USED UNDER IIONSSHALI, BE TAKEN TO INSURE THAT THE PLACEMENT AUSE OF THIS III TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION (NDSI FOR WOOD CONSTRUCTION ILATEST EDITION) DRY CONDITIONS AS SPECIFIED IN NDS (NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES & IS BASED ON THE . UNLESS OTHERWISE NOTED ALL OTHER LUMBER VALUES ARE PER THE 1 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF [DEN. FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN, LATEST EDITION OF NDS ON EACH FACE OF TRUSS. PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING A CONFIGURATION. , THE DUALITY CONTROL MANUAL FROM WI * . 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL, (UNLESS OTHERWISE NOTED) 8) SPLICES IN TOP A BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'0 O.C. MAX. Ill MINIMUM RECOMMENDED CAMBER I1720 - 41YLATING IS FOR AXIAL STRESSES ONLY. ADDITIONAL PLATING FOR HANDL. ANOTHER. SPLICES TO OCCUR ±6 OF PANEL IN POINT. BC LATERAL BRACING OF I00 O.C.-MAX. ' 181 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR SEE 13) 'INDICATES BEARING PLATE (BY OTHERS) PLYWOOD (MIN. 3181 (UNLESS OTHERWISE NOTED) 4aATIa ,Ic WWJnW %-v 90 --- awomw auf rM 7w I"= aøi I8)VXRI FM TM FYT2D8 or FGHMN *flT IM - Mt a -WT nE a' 7W - - / 7wx1 rlcA7a T)E C2V A7Z( 4-0-11 to 02 02 #2 #2 - - -71 12 5x6 4c6 I Ma 1 3x4 - x6 3x4 I Fwesa L 8-0-0 I tin -- _______ 24-0-0 1'vs i PLATE TYPE. SPACING-O.C. MAX LOADING TC LUMBER DESCRIPTION: 1111hOw AV DWG I . V-7000 - - 2-0-0 LL TC 16 PSF LUMBER 2X4 #1 DFL ' 240-0 TUDOR I •CLAy 'CORPORATION 2_5 _' DL TC 14 ' pp BC , 2A4 ac , - ENG. FOR: ' ENS. BY: 320W.CLARYAVE. MEMBER OF PLATE AREA: ' ' % INC. Iol5TL LL BC 0 PSF WEBS - - STONE TRUSSCOINC. DATE: _Program _-O - SAN GABRIEL, CALIFORNIA 91776 ' - DL BC 10 PSF - 2X4 STD HFR PROJECT DATE: SCALE: - 01312874111 - 296 25 - TOTAL 40 PSF EXCEPT AS MAY BE NOTED - A/E DESIN OLD IR S,p 199031c I - ¼ • Geotechnical Engineering- Engineering Geology - -. ¼..:: 5751Pa1merWa' Suite Carlsbad Cahforrua 92008 • (619) 438 3155 • FAX (619) 9310915 November 7, 198811, - .---- -'-- W.O. 943-SD -- ..- 4. -- - -- .. - MR EITAN AHARONI - 4. do A E. DESIGN 3039 Jefferson, SuiteE Carlsbad, California 92008.. 4- - .• SSS ..- . . '4 * .' _S •.,_ Subject Retaining Wall Recommendations Proposed Single Family Residence ¼ Lot C, Map Number 14044, • Assessors-Parcel Number 156-220-32 1824 Oak Avenue, Carlsbad, California 4. S.. . - -S ¼-. S _S••4•4 - 44- 4., -..- ..4-•• . . 'U.- Gentlemen - As requested we are submitting the following recommendations for ¼ •.. 4 design f the proposed retaining wall at thet subject property. The recommendations are based upon an onsite visit at the subject -4 •S •,_ - . -•• ....... -.- , - .. 4.. property and telephone conversations with the structural engineer for the project Retaining Walls -tt - . - - .,. . . 4. - -•. -.- - . _ - 4. .5 4.. Retaining walls may be designed for an equivalent fluid pressure as shownon the following table if the wa1lsare backfilled a * I' minimum of .:2 ''foot horizontally with granular earth material . Surface Slope of Equivalent Retained Material ,t-'J' 4.Fluid Weight Horizontal to Vertica1 , Lb.! 3 Ir iA Level 2tcjl r - - 4.: -. -. - - -:'--.-'.,- '•' -' •4.\ -,• .,.•• - . - - 4 - - - .-- - -r ----. '. 4. GTeo'_SV,'O nil ck.. Los Angeles Co (818) 785-2158 Orange Co (714) 647 0277 Riverside Co (714) 67i-9651. --.5.-.'-- -.' -. *• -/.'-- .:. - A.E. DESIGN NOVEMBER 7, 1988 W.O. 943-SD PAGE 2 Retaining walls should be provided with a pipe and gravel backdrain or weepholes covered with a - minimum 12 inches of gravel', a compacted fill blanket at the surface, and proper surface drainagedevices., - If the passive earth 'pressure is added to the friction, then the passive pressure.should be reduced by onethird. Additional active pressure should be added for a surcharge condition. If you should have any que gidons,,please do not hesitateto call our office. I . Very truly yours, GeoS Vo Of CAO~ 071, No 3 Principal Engineer '" - CEL/mc. • -. --'d'," ' - - GeoSoits, Inc. December 23, 1987 Mr. Eltan Aharoni 4317 Seabright Dr. JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 : Carlsbad, CA 92008 PRELIMINARY SOILS REPORT . Site: Oak Dr. Parcel C, . . Carlsbad Map 14044 To whom it may concern: This is to verify that we have investigated the footing soils conditions and reviewed development plans for the above site. The native soil is brown silty sand loam (Marina course sandy . loam per USDA Soil Survey) and is. not detrimentally expansive. It extends to a depth of one to three feet. The top soil is loose in its natural state and should be removed and recompacted • for acceptable foundation conditions. The subsoil is light brown .. silty sand (SM) and firm inpiace. It is metasedamentary and becomes more dense with depth. Ground water should not be. encountered and there are no known faults located close to.the site (Elsinore fault is approximately 45 miles Northeast). The proposed construction will consist of two level pads * which can be accomplished quite satisfactorily onsite. We recommend that . the continuous footings. of, the structure be • reinforced with one #4 bar, top & bottom, as . minimum reinforcement. Although reinforcement of the slab floors is not mandatory, we recommend that the slabs be reinforced with 6" x 6" X 10 ga. welded wire mesh. A vapor, barrier of 6 mil visqueen should be sandwiched in a 4" sand blanket, below floor slabs. Select onsite sand may be used. . *'Three sty footings should be 18" wide and 24" deep unless designed as retaining walls by structural engineering. , PROPERTY DEVELOPMENT ENGINEERS. INC. ENGINEERING ISOILS TESTING • SURVEYING . s S Active and passive fluid pressures of 45 and 300#/psf, and a friction -factor of .4- should be used for design of wall footing sizes and an--allowable soil bearing pressu±'e of 1500#/sf may be used. All foundations shall have a minimum-size as determined by table 28-A of the Uniform Building Code. The grading should be done in accordance with the approved Grading Plan, the Grading Ordinance of the City of Carlsbad and the attached Standard Specifications for the Placement of Compacted Filled Ground. .- --•-- S • We have been contacted and will be available to do the necessary. engineering •. work for certification when the grading work progresses. Special footing design will be recommended if nècèssáry at that time •.. S , Z. John E. Vernon- R. C. E. • 21121 • -. - . - • •- - Exp. 9/30/89 - - - .• .. - ... '. - -- See attachments .1) Standard Specification- for the. Placement - S •• •• -- - - • of Compacted-.Filled Ground • . •: • • • -. • •2) Maintenance Guidelines for • - -• -- - - -• - S - • -Homeowners S. ••• - - - - S - - - 3) Sketch - - -- - - - - - - - - - -f ESSI- S - - - S - • FESSj0 - No. C 21121 LIJ QrFCHVA - - - - - • • - - OF - 4 0•0 JOHN VERNON & ASSOCIATES ' : " , '. 1859S.ESCONDIDOBLVD. 0 .• " " ESCONDIDO, CA 92025 TEL (619) 743-8808 S * : 00 • STANDARD SPECIFICATIONSFOR PLACEMENT, 0 0 OF COMPACTED FILLED. GROUND ., • •, 0 Objectivei Obtain filled ground which ii uniform and has 'adequate -internal, strength to support any :structures' proposed. The methdd.-by which this is obtained is described herein. Preliminary Proceedures 0 1. Permits - Owner shall ascertain the grading permit require- ments of the agency whose jurisdiction Covers the land on'..which the 0 grading is to be performed and: shall 'be' responible .f or complying 0 with them. , 2. Water - An adequate water supply shall be provided so that compaction of filled ground will not be delayed. 0 " 0 3. Soils Engineer - 'A soils, engineer shall beretined' •to pro- vide direction in grading,. testing for, compaction and certification that the .grading complies with grading' ordinances and, with approv'ed grading plans. Gradingl 1. Clearing and. Grubbihg' - 'All natural surface which is to be , •• 0 'covered by filled ground, excavated or needed for brow ditches, swales or other grading appurtenances 'shall be 'cleared 'and grubbed. Trees, shrubs and grass, as well as organic overburden shall be O 0 removed from the-arèa to be graded. Cleared material may be disposed. of as approved by the local controlling agency. No embankment shall 0 consist of treea, shrubs-or other organic material. * 0 0 ' 2. Natural Ground Preparation - Natural 'ground ,shall ,be excavated O • from beneath embankment.'areas to sOiid• material, the exact depth as determined by the soils engineer. Thismaterial shall be brought ' to proper, moisture content and recompacted to not' less than 90% • • maximum density as determined by A.S.T'.M. D-1557-79. PROPERTY DEVELOPMENT ENGINEERS 0 0 ' 0 0 - • ' • 0 ' ' CNGINIIING SSOILITC$TING •IUPVtYINO Any existing fill which has not been •certifid must be removed and recompacted. If the slope of the existing ground exceeds 1' vertical in 6' horizontal, a bench cut level, 10' wide shall be'excavated at the toe of the fill. This will allow the embankment to be placed on A horizontal base for more uniform compaction. 3. Embankment Placement'- Fill material should cnsist of native or imported material which has been brought to the optimum moisture content. Material to be used for embankments may have rocks with diameters greater than -12" prôviding they are evenly distributed in the soil mixture and are at least 3' below finish grade.. Till slopes shall not consist of, nor .be founded on, large'rocks. Although rocks maybe placed along the outside of the toe of the fill slopes. Rock placement in embankments shall'be under direct supervision of the soils engineer. Embankment material shall be placed in layers varying from 6" to 12" deep depending on soil type, and compacted by suitable compact- effort to a density of not less than 90 of the maximum density as determined by A.S.T.r. D-1557-70. Ffoisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embankment soil types change. As the embankment increases in elevation new benches shall be cut into original ground Benches shall be at least b horizontally into natural-ground, be level and shall occur at intervals to be determined by-the soils engineer at the time, ofgrading. Compaction may be -obtained by the use of any combination -of equip- ment which will result in an embankment that is properly compacted-, uniform in moisture and properly finished to the lines and grades shown on the plans .6r to those set fdrth in the applicable grading ordinance. 14 • Additional Grading - Cutslopes shall be cut to the lines and grades as shown onthe -plans or set forth intheapplicable grading ordinance. r••-. JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743•8808 Cut slopes, shall be protected from erosion by brow ditches.' Brow ditches shall be either earthen or-lined with erosion resistant material as shown on the plans or as 'recommended -by the engineer. Embankments shall 'be' protected from erosion by placing an earthen berm along the top of slope for the entire perimeter of the fill. 'Where drainage. is brought down'the'slope, the drainage way shall be lined with erosion resistant material to prevent loss of embank- ment slopes. Where eaves are located less than 5' horizontally from top of fill slopes, eaves troughs shall be provided to prevent, weakening of slope ,due to water intrusion., 'All areas of the building pad must be weli'drained. Drainage swales shall have a rnimimum slope of l vertical in 100 horiontal unpaved or 1' vertical in 200' horizontal paved with concrete. Drainage shall be provided to ensure foundations will not be subjected to ponded water. - - JOHN VERNON & ASSOCIATES 1859 S. ESCONOIDO BLVD. ESCONDIDO, CA 92025 TEL. !(619) 74$8808 MAINTENANCE GUIDELINES FOR HOME OWNERS HOMESITES, IN GENERAL, AND HILLSIDE LOTS, IN PARTICULAR, NEED MAINTENANCE .TO CONTINUE TO FUNCTION AND RETAIN THEIR VALUE. MANY -HOMEOWNERS ARE UNAWARE OF THIS' AND ALLOW DETERIORATION OF THEIR PROPERTY. IT IS IMPORTANT TO .FAMILIARIZE HOMEOWNERS WITH SOME GUIDELINES FOR MAINTENANCE OF THEIR-PROPERTIES AND MAKE THEM AWARE OF THE IMPORTANCE OF MAINTENANCE. SOME GOVERNING AGENCIES REQUIRE HILLSIDE PROPERTY DEVELOPERS TO UTILIZE SPECIFIC METHODS OF ENGINEERING AND CONSTRUCTION TO PROTECT THOSE INVESTING IN,, IMPROVED LOTS OR CONSTRUCTED HOMES. FOR JEXAMPLE, THE. DEVELOPERMAYBE REQUIRED TO GRADE THE PROPERTY IN SUCH A MANNER THAT. RAINWATER WILL BE DRAINED AWAY FROM THE LOT AND TO PLANT SLOPES SO THAT EROSION WILL BE MINIMIZED. HE MAY 1ALSO BE REQUIRED TO INSTALL PERMANENT DRAINS,. HOWEVER, ONCE THE LOT IS PURCHASED, IT IS. THE BUYER'S RESPONSIBILI-TY TO' MAINTAIN THESE, SAFETY FEATURES BY OBSERVING A PRUDENT PROGRAM-OF-LOT CARE AND MAINTENANCE. FAILURE TO MAKE REGULAR INSPECTION 'AND MAINTENANCE OF DRAINAGE' DEVICES AND SLOPING AREAS MAY 'CAUSE SEVERE FINANCIALLOSS. IN ADDITION TO HIS OWN PROPERTY DAMAGE., HE MAY BE SUBJECT TO CIVIL LIABILITY .FOR DAMAGE OCCURRING TO NEIGHBORING PROPERTIES AS A RESULT OF HIS NEGLIGENCE. - THE FOLLOWING MAINTENANCE GUIDELINES ARE PROVIDED FOR THE PROTECTION OF THE HOMEOWNER'S INVESTMENT. SURFACE DRAINAGE MUST BE DIRECTED AWAY FROM STRUCTURAL FOUNDATIONS TO 'PREVENT PONDING OF STORM WATERS OR IRRIGATION ADJACENT TO FOOTINGS. . CARE SHOULD BE TAKEN THAT SLOPES, TERRACES,' BERMS (RIDGES AT CROWN' OF SLOPES) AND PROPER LOT DRAINAGE-.ARE NOT DISTURBED. SURFACE DRAINAGE SHOULD BE CONDUCTED. FROM THE REAR YARD TO THE STREET THROUGH' THE SIDE YARD, OR TO. NATURAL DRAINAGE WAYS :WITHIN THE PROPERTY BOUNDARY. IN GENERAL, ROOF AND YARD' RUNOFF SHOULD BE CONDUCTED TO EITHER THE STREET OR STORM DRAIN BY NONEROSIVE DEVICES SUCH AS SIDEWALKS, DRAINAGE PIPES, GROUND GUTTERS AND DRIVEWAYS. DRAINAGE SYSTEMS SHOULD NOT BE ALTERED WITHOUT EXPERT -1-- tt • ': 4. ALL DRAINS SHOULD BE, KEPT .CLEANED AND UNCLOGGED, INCLUDING " GUTTERS AND DOWNSPOUTS. TERRACE DRAINS' OR GUN'ITE DITCHES "' SHOULD BE KEPT FREE OF DEBRIS TO ALLOW PROPER DRAINAGE. .." . " DURING HEAVY RAIN PERIODS, PERFORMANCE OF THE DRAINAGE SYSTEM . . " SHOULD BE INSPECTED. PROBLEMS, SUCH AS 'GULLYING AND PONDING, IF OBSERVED, SHOULD BE CORRECTED AS SOON AS POSSIBLE.' ••' . .. ...............,5 .ANY LEAKAGE' FROM. POOLS, WATERLINES', ETC. OR BYPASSING OF - DRAINS SHOULD' BE REPAIRED AS SOON AS PRACTICAL. ' 6.' ANIMAL' BURROWS SHOULD BE ELIMINATED SINCE 'THEY MAY CAUSE ' DIVERSION OF SURFACE RUNOFF, PROMOTE ACCELERATED EROSION, AND EVEN TRIGGER SHALLOW SOIL FLOWAGE.' ' ' 7. SLOPES SHOULD NOT BE ALTERED WITHOUT. EXPERT CONSULTATION. 'WHENEVER A HOMEOWNER" PLANS A SIGNIFICANT' TOPOGRAPHIC , MODIFICATION, OF THE LOT OR SLOPE, A" QUALIFIED SOILS ENGINEERING CONSULTANT SHOULD BE CONTACTED. 8. 'IF THE HOMEOWNER"PLANS MODIFICATION OF CUT OR NATURAL SLOPES WITHIN HIS PROPERTY, A SOILS ENGINEERING CONSULTANT SHOULD BE . CONSULTED. ANY OVERSTEEPENING 'MAY RESULT ' IN A NEED FOR EXPENSIVE RETAINING DEVICES. UNDERCUTTING OF A TOE-OF-SLOPE WOULD REDUCE'THE SAFETY. FACTOR OF THE SLOPE AND SHOULD NOT BE UNDERTAKEN WITHOUT EXPERT CONSULTATION.. IF UNUSUAL CRACKING, SETTLING OR EARTH SLIPPAGE OCCURS' ON THE PROPERTY, THE HOMEOWNER, SHOULD.CONSULT A QUALIFIED SOIL ENGINEER. OR AN ENGINEERING GEOLOGIST IMMEDIATELY. ' THE MOST COMMON CAUSES OF SLOPE, EROSION AND .SHALLOW SLOPE , FAILURES ARE AS FOLLOWS: ' A. GROSS NEGLECT OF THE CARE AND MAINTENANCE OF THE SLOPES AND DRAINAGE DEVICES'., B'. INADEQUATE AND/OR. IMPROPER PLANTING. ' (BARREN AREAS SHOULD BE 'REPLANTED AS SOON AS POSSIBLE..) C. 'EXCESSIVE OR INSUFFICIENT IRRIGATION OR DIVERSION • ' • OF RUNOFF OVER THE SLOPE. HOMEOWNERS' SHOULD NOT LET CONDITIONS ON THEIR PROPERTY 'CREATE A PROBLEM FOR THEIR NEIGHBORS. 'COOPERATION WITH NEIGHBORS COULD PREVENT PROBLEMS', PROMOTE ''SLOPE STABILITY, ADEQUATE DRAINAGE, PROPER MAINTENANCE, AND ALSO 'INCREASE THE AESTHETIC ATTRACTIVENESS OF THE COMMUNITY. -2'- 4. If.. JOHN VERNON & ASSOCIATES 1859S. ESCONDIDO BLVD. ESCONDIDO,CA 92025 TEL. (619) 743-8808 April 14, 1988 Mr. Eitan Aharoni, 4317 Seabright Dr. Carlsbad, CA 92008 . PRELIMINARY GEOTECHNICAL' INVESTIGATION Site: Oak Dr. Parcel C' - '. Carlsbad Map' 14044 To whom it map, concern: This is -to verify that we have investigated the footing soils conditions and reviewed development plans for the above 'site. The native soil is brown silty. sand loam (Marina course' sandy loam per USDA Soil Survey) and is not detrimentally expansive. Itextends to 'a depth of one to three feet. The .top soil is loose in its natural state and should be removed and recompacted for acceptable 'foundation' conditions. The -subsoil, us light brown silty sand (SM) and firm inplace. It' is metasedamentary and becomes more dense with depth. -. " ' ' '• Ground water .,should not be encountered and there. are no' known faults locatedcloseto the site,-(Elsinore fault 'is approximately 45 miles Northeast). The proposed construction will consist of two level pads which can ' be accomplshed. quite satisfactorily onsite. We recommend that the continuous footings of the structure be reinforced with one #4 bar, top & bottom,- as minimum reinforcement. Although reinforcement of the slab floors is. not mandatory, we recommend- that the slabs be. reinforced with 6"x6"x'10 ga. welded wire mesh. 'A vapor barrier of 6 mil visqueen should be sandwiched in a 4" sand blanket, below floor slabs. ''Select' onsite sand may be used. Three story footings should 'be 18" wide and 2" deep unless designed as retaining walls by structural engineering. PROPERTY DEVELOPMENT ENGINEERS. INC. •• . ' • ENGINEERING .'SOILS TESTING 0 SURVEYING Active and passive fluid pressures of 45 (35 for approved backfill procedures and materials and 70 for restrained or sloping backfill) and 300#/psf and a friction factor of .4 should be used for design of wall footing sizes and allowable soil ,;-: bearing pressure of 1500#/psf- may be used. All foundations shall - have a minimum size as determined by Table 28-A of the Uniform . 1. Building Code - - S The grading should be done in accordance with the approved Grading Plan, the Grading Ordinance of the City of Carlsbad and the attached Standard Specifications for the Placement of Compacted Filled Ground We have been contacted and will be available to do the necessary engineering work for certification when the grading work progresses. Special footing design will be recommended if necessary at that time. CD UoC2 John E. Vernon CIVIV :'- RCE 21121, GE 858 See attachments: 1) Standard Specifications for-the Placement of Compacted Filled Ground- 2) Maintenance Guidelines for Homeowners CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES. DIVISION . '2075 LAS PALMAS CARLSBAD, 'CA '92009 . (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify, that the project applicant has- complied with the school' fee 'requirements. No building permits for the projects shall be issued .,until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department SCHOOL DISTRICT -"Carlsbad Unified San Marcos Unified 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School - 189. Union Street .- . - . - ' 625 North Vulcan - Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant:' APN: Project Address RESIDENTIAL SQ. FT of living area Number of dwelling units SQ FT of covered area S.Q.FT of garage area COMMERCIAL! INDUSTRIAL SQ. FT AREA Prepared By Date ------------------------- ---------------------- FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreemerct 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 $S)ttO based @ Cornxn/Indust Fee Levied: $ ___-, based on , • sq. ft.@ A4 Title Date - AB 2926 and SB 201 fees are capped at $1.50 'per square foot forresidential. ' AB 2926 is capped at $.25 per square foot for commercial/industrial.