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Home My WebLink About2848 JEFFERSON ST; ; 87-51; PermitDECLARATIONSLENDERWORKER S COMPENSATION OWNER/BUILDER CONTRACTORr1 Lender s Address1 1— *" D) <"O3-<'D— •oW?'OOITl o ~COTjK. °-<'-oO~Of)W£l 3 3 ID 0*0iff fifritfisl t!I f|| |||| ||l i JlH Thereby affirm that 1 have a certificate of consent to/self nsote or a cert ficate of Workers Compensation In/ su ance or a cert 1 ed copy thereof (Sec 3800 Labor Code)I POLICY NOCOMPANYSS Q As a homeowner 1 am improving my home and the following conditions exist1 The work is being performed prior to sale2 1 have lived in my home for twelve monthsprior to completion of this work3 1 have not claimed this exemption during thelast three yearsD 1 am exemot under Sec . RAPTPI!JPH|E ISifbCIiHi\ill*!IhHMs?!! ~?gils«Hil^ |2aS|c =" ^ § S -o — ~~-< — tu" 0=-^ ""("(O— o^3 ^ On(*3"*PlKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS ANDEXPENSES WHICH MAY (N ANY WAY ACCRUE AGWNST SAID CiTf IN CONSEQUENCE OF THEGRANTING OF THIS PERMITt ^ T3I O2m Q > T3 TJr* O *!in V) Oz>-<c IDm * O 0 — f 2> O H Oa D •o O m O 03 O yi O O ™c t- -t <?E CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DOIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDARATIONS ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A PED TO COMPLY WITH ALL CITY COUNT Y AND STATE LAWS GOVERNING BUILD'§|nS -, — I CD> *~ ^ m -<Expifation Every permtt issued by the SuiteCode shalt expire by limitation and becomeauthorized by such permit is not commencecpermit or if the building or work author)abandoned at any time after the work is conmg Official under thenull and void If thewithm 180 days fromted by such permitimenced for a periodurovisionsof tnts:»Lnidtng or workthe date of suchs suspended orof ISOdavs* AN OSHA PERM T5 0 DEEP AND DESTRUCTURES OVEWQ X ili RED FOR EXCAVATIONS OVEN OR CONSTRUCTION OFUES IN HEIGHTa 0mm \ •oya m V* C*IS TOTAL FEES PAYABLE\ •y n 5 o •*oYh kRLSBADICREDIT DEPOSIT^\ S3 A TtMP OCCUPANCY 130 DAYS)\ ofsjo0OO \ — 1 CC OQ OQ -DOISJ0QCOr \REMODEL ALTbR PER CIRCUIT\ C t t h t t S -n COCO0 en to toro en ^ 1 "DX-aX H =i> d tj 3 om•z.<nm -\ X j? O O CO CD 0 Oo Ol ro XC/5CDa0rnTJC/)CDc CD 3D CDm \ -n -aXC-J-DX'01 % CD \ I— O S — 1 ~n CO CO oo o 0o oo CO CO CO - \mstD0CO— iSoocci1 * c \ o 1 — 1 \\ —1 -n CO 00 o o 0 CD O CO 00 COen \ oHELECTRICAL PERMIT ISSUE0\ O 0 o MOBILE HOME SETUPV 1 m ^ \, 03 33 CD m mm £ CO o CD 0 CD CO —J O TOTAL PLUMBING /Z&£^1^a TOTAL MECHANICAL<3V\ Oi \ CZ CD O O m CO -nm t>TT1 COr\Jo CO 0 oo o 0 CO -vl-ft. 0 ^v *>> 1 IDrn CO-o rn 3D CO 8 CO CD Oo CDo OOro mO3DOaoroooo Lll a DO m rn — ^ ft \STRONG MOTIONCO 0 en CD (Dr\a CO CO 1 \]WATER SQFTNERRELOCATION OF EA f URNACE/HEATERCOo 3D CD CD CO CD O 0 CD CD CO roen * ,} N JjEACH VACUUM BREAKER -<© s3 S"O^\ < *4 MECH EXHAUST HOOD/DUCTS<^ 3%S-^ \» o CO 1C.o m o CD CO O 8 O O CO en EACH INSTAl. ALTER REPAIR VIATER PIPE^ 53 m Z — ( oo 2 CD m O 1 K. 1§ \ m Ci O CD O CO CD O O CD 0 COro lAl\EACH GASSYSTEM b OR MOREMETAL FIREPLACEm 0 JD 1 — 0 CD CO 0 oo CD 0 CO ro CO < \ \mO0COCO-Coo—1mo0c-Hf—m— iCO•3 V BOILER/COMPRESSOR 3 15 HPTOTAL PLUMBCD S CO CD 0 CD O CD CO | VEACH WATER HEATER AND/OR \ltm@J ST>BOILER/COMPRESSOR UP TO 3 HP-o o m O 8 CO CD O O Oo gro a. -^ \ ^EACH BUILDING SEWER ($ fa <^QU. J 6 e *i& c 1 et <cc s J \ "s. ^, k : b F k ) 1 ) ) 3 3 J ) 3 g Ci \ CO m 33 CD CD CO CD O 0 CD O CO ro ^mX-nX— (Cm— ^33T3b ^pNSTALL FURN DUCTS UP TO 100 000 BTUBUILDING PERMg CO o oo CO rv; O J> 1 oH-<PLUMB0T)mHCOC/)cm \1 O D ^ MECHANICAL PERMIT ISSUE1 03 . C -^ S ^T>RY/ACCOUNT NUMBERPARKING SPACE.52,303)GRADING PERMIT ISSUEDYD N DREDEVELOPMENTAREAYD NDO HV-0-! \wm no D <i2 <0n ? I^>S*\ ^ D ? z D TT r D m rm COH l! ^sI cva ^>&. •r 0\^*-VX DESIGNER S ADDRESS "" /•»«""'| STATE LICENSE NOMi 04/21 0101 02Bld&Di^^T^r^ir^^/^^^Hot Valid Unless Machine CertifiedOmnH6zoo^1>!t oS(J\ *iTSi_ o 0 5 Dmy) O §1 1 I DESIGNERS PHONE\ ; o3-•>> m oo ^^ m 1 ><1 STATE LICENSE, NO\ycctoo B Ii BUILDING SO FOOTAGE 1^/77-r-rOHBLOCKSUBDIVISION O.. m C 5 CONTRACTORp/^« ;i>e1 CONTRACTORS PflOwTlfM3 zcaoim JOB ADDRESS . AVSTRD NEAREST CROSS ST^y$>JefP£es*/<SD ^N» HT^ m ^** "" 6z DC(/I Zm p. f ^Q m ^^^. 3)CARLSBAD BUILDING DEPARTMENT Appi irATION A PFC2075 Las Palmas Dr Carlsbad CA 920094859 (619) 4381161 Mrri_IV*M 1 IV/n « rcrH c00p•o05-omOac•o9O3OO •o TJ r- O Z -H O -ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File DECLARATIONSLENDER WORKER S COMPENSATION OWNER/BUILDERI I> zI !s 1 1tin ||f|§ f|!n _ noiji if— ° o9"S5 g"^ 8 a z z a*. o ^g-2.^ ® "o — 3 > o5° |o|g o| S|gSs s ^cft il 1It II I| S §-i (O — -* w •<U -^LST 1 hereby affirm that 1 have a certificate of consent toAett insure or a certificate of Wo Kers Compensation In/surance or a certified copy thereof (Sec 3800 Labor Code)POLICY NO0Ii H J 111 ill"nil i i|i|ii||iji milljiSif ipli ilipiI § j i till} lifiiQHANTING OF THIS PERMIT ,^-~-S— <%Ot-^ ' l^^A-tJj'iQ -~5I^1ONE U jtSlWJUUON -WHttHtH SV>tUHtl> HSbHUH OH HIM t M.i>O MiMtt 1U tiAVfc WUtMNtM AMU ._„. .„, ,._ r"0. ",...., "' JT ' p,' r1|KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS ANj^ _ *" S SI<^AyJ£l!_ / OWNER U CONTRACTOR D j"\ " N \^ !§SiE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND 00IFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEHEON INCLUCARATIONS ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A FED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILD§!liill n Every permit issued by f he 8uikexpire by limit alt on and becomeby such permit ts not commencetif the biHfdmg or work author*at any time aner the work fs coning OfheiaJ under thenull and void 11 the} within 180 days fromted by such permitflmenced tor a periodu revisions of this>ut«Jmg or workthe date of suchs suspended orof iflQdavs* ANOSHAPERMT5 0 DEEP AND OESTRUCTURE OV£IS REQUIRED FOR EXCAVATIONS OVEMOtmOtt OR CONSTRUCTION Of* 3 STORIES IN HEIGHT33 C~IDr— 0 TOTAL FEES PAYABLE-tr U) O CREDIT DEPOSITThMP OCCUPANCY (30 DAYS)om3DO02"U00 TEMPPOLE 200 AMPSREMODEL ALThR PER CIRCUIT j~n~n CO CO 0 cn to IDro -si T)XX r~ Om m H X CDo CO CD CD CD O CD CO cn EXIST BLOG EA AMP/SWT'BKR ~~|0 CDm -n XX 1 CD 1 — Oo CO—1 -n CO CO OO 0 o CD 0 CD CO CO CO cn m00<s>— lm-ocncc O 33 S DD —1 — 1 ~n CO CO 0 oo 0o CO CO COcn DELECTRICAL PERMI-i05Cm o\ § O MOBILE HOME SETUP| C m CD a CD -nmrn CO CD O OO 0 o CD 0 O CO -to. CD O-HCDcr TOTAL MECHANICALPUBLIC FACILITcn COro CD CO o oo o CD CO -ti 0 -n m cn ID rr ID 00 CD CO 0 O CD CD O CO -vt m0oo-naID<s>o o ID m DO m — i STRONG MOTIONOO 0 cn CD tD CO CO WATER SOFTNER 1RELOCATION OF EA FURNACE/HEATERcnoi — ID CD O CO o 0o o 0 OO ro cn EACH VACUUM BREAKER jMECH EXHAUST HOOD/DUCTSo CD m o m CDo CO o 0o CD 0 CO ro cn EACHINSTAL ALTER REPAIR WATER PIPEmz — I Tl z CO o r— m 0 cz -H MEGHANo CD CD CO O 0 O 0 CD CO ro EACH GASSYSTEM5 OR MORFMETAL FIREPLACEmi — ID CD O CO o 0o CD 0 OO ro ro CO EACH GAS SYSTEM 1 TO 4 OUTLETSBOILER/COMPRESSOR 3 15 HPTOTAL PLUMBING 00CO 0 o CD o COro EACH WATER HEATER AND/OR VENTBOILER/COMPRESSOR UP TO 3 HPCD IE rnO CD O CO CD CD 0 CD CD CO COro 4= CO O EACH BUILDING SEWER 1o m CD CO CD 0 CD CO — 1 cr SIGN PERM— i CD CD CO 0 CD O 0 O COroro EACH FIXTURE TRAPINSTALLFURN DUCTS OP TO 100 000 BTUBUILDING PERM-H O O Co O 8 CO O DHPLUMBING PERMIT ISSUE-^x O MECHANICAL PERMIT ISSUEOl o SUMMARY/ACCOUNT NUMBERPARKING SPACE31 C Z Hcn GRADING PERMIT ISSUEDYD N DREDEVELOPMENTAREAYD NOn H f|a 1 OCC LOAD< I Q = D 1 1||114 a ? za r 3) m r m NOSTORIESO 7 "- s mOc i Addition to 57 unit senior complex.ISSffM*«sif*f%0I3 DESIGNER S ADDRESS1 STATE LICENSE NOOWNERS MAILING ADDRESS ]S«j0 FP»W* t?cf. 1DESIGNERj DES(GNEHSPHON£0003 06/23 OiOi 02fldPmt 149Hot Valid Unless Machine CertifiedCONTRACTOR I~\JS 1 hereby affirm that 1 am licensed under^/TfHW18'008 of Chapter 9 {commencing with\ Sect Ion 7000) of Division 3 of the Business/and Professions Code and my license is m :_ full force and effect1 hereby affirm that I am exempt from the Contractor s License Law tor the following reason (Sec 7031 5Business and Professions Code Any city or county whicr requires a permit to construct alter improve demolish orrepair any structure prior to its issuance also requires heapplicant for such permit to file a siqned statement that he is•T™"WSfc^fc&a\N i 5fnBLOCKR S NAME0>C«2<5O^mt? P ^ < -^ 0 $1 05 Oo SLsV—* </J °^ « Cfl rn C 0m 2 0)m z O oc 5 2 O •n 8im CONTRACTORrv ?4^^L rw.CONTRACTORS PHONE *VT?V*«Lim JOB ADDRESS " AV ST «D NEAREST CROSS ST2848 Jefferson Sto t i JSi> 1 § CD NJ VALUATION119PERMIT NUMBER87-51 REVCARLSBAD BUILDING DEPARTMENT APPLICATION A PFF2075 Las Palmas Dr Carlsbad CA 92009 4859 (619) 438 1161 Mrri-IV*MI iwn « rcrH r-O-H•omOm3O TJ TJ I- o z o :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — temporary File Ns SPECIAL CONDITIONS !-^.<T=\BUILDING ii\o^*z^tCF^*—r\G)U)— — .\.•- —.^sSs zmCzC1—fesa~^^ / \ELECTRICAL !<• •»-->..^- __j/"»*V J f Jf r X i","* /• j^ ^ ^"/J.- ^x V /• '^ ^ "" » • ! ? •«"• f r' '' ^T% 1 1 fs. M PLUMBING iVit^ ».-f<rsf^£t'1^*Y\ i< <j- •^ \*r' -^ V^ i^ V t. f ^ » f V **^? I*- •nzr-*f*<* * i ? * j • ^«,iri§</ii.COQm>rnaenrn33•3DQ«;1.((.N•s1 CALL FOR FINAL INSPEC}^1os .,__•^ 1(>rn^ 'r-r- .-Q•33,O•T3^'fl-(,f / ' J?frff*1 r~ ' C C <. !--, •^ t. «, A e iiVENTILATING SYSTEMS |J ^ 1 !J- j ^-I 4 1 t •*• n t lf i HEAT — AIR COND SYSTEMS jf O0coP"mamTl5,zQ <rJJ4Cr1C>r>>D BONDING D POOL I^ •~ <0 ELECTRIC SERVICE D TEMP;CT3J31 3C£rrrCD5cnn35 D ELECTRIC UNDERGROUND Dt_rcTlm3J ELECTRICAL ![«3rDFr3Lc5<'3r•:>•inDcn>HnDJo2D?>HnD OCOHm-Dr~min NOSSIVOTUB AND SHOWER PAN !O0Ca|mam3J(fTrr 2 Cz -< C"2Cn3C3ccc<0nr<n3J313)3)'3]>111>^i3aCC/"D SEWER AND BL/CO D FOOi0iSTRENGT HPLUMBINGFIELDWELDINGrOZom m Z-m3O31P8O3)§rTl0H"nZ 5z-n 3)INSULATIONo -ogm•RESSEDRETEEXTERIOR LATH ;O t/3< Hm 3333 Cro ^ 0 -1 0 C 0 33 TJ > 17) r~ oo Z O 33m Hrr FRAMETCCzc> c 2 Z {J t SHEATHING D ROOF D SIjrm33T)3)O33 H 0 COcCDTl3)mnTlOoJJaomITz0GOO—COMPLIANOm GUNITE OR GROUTINSPECTIO O 13 m noc m T D -ct 1? >§ (j D ~~\m i1"23-« 3 T ) 1 ? 1 3 T ) ^j 5 1 •) Vk>5)wJs, f fK C 1 C c I C 5f G 1 r C c G 2 C r C C 0 C nu REINFORCED STEELDn^i.j 5 Tl 0 n 0ri ") > 7 0 Dn •) H 5 T 0 > 5^ T •> H:> 3 1 ^ j^i)FOUNDATIONmr~D INSPEC-l Z 3m -ED BUILDING, " TJmo^mcoTJrn§3] i 4 ,1 X •-i ^ 1 *! •« *«^ Jf ) DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE ~ CARLSBAD, CA 92009 4859 (619)4381161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only S7- ASSESSOR S PARCEL NO PLAN ID NO OWNER OWNER'S MAILING ADDRESS f/0 _ it tf- TEL 0011 09/02 0101 VALIDATION AREA 313- CONTRACTOR FRTMATFn V&IIIATinM CONTRACTOR S ADDRESS ZIP TEL 4-T DI AM rucrk- CCF °01 810 00 00 8821rLMIN OnCwix "~~ IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS PLAN CHECK FEES WILL BE FORFEITED STATE LICENSE NO BUSINESS LICENSE NO LOT(S). LEGAL DESCRIPTION CHECK IF SUBMITTED 2 ENERGY CALCS J/ / ^ [-1 ^ 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS / GS DESCRIPTION OF WORK fj 2 STRUCTURAL CALCS / DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COSTA LETTER ADDRESS SCHOOL FEE FORM CITY ZIP TEL 4^774^ P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANTS SIGNATURE DATE White File Yellow Applicant Pink Finance Gold Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS 87-51 DATE £-15-88 JEFFERSON HGtJSE I! 2848 Jefferson PROJECT NO TYPE OF UNIT 57 unit apt UNIT NUMBER CONTACT PERSON. CONTACT TELEPHONE. INSPECTED BY INSPECTED BY INSPECTED BY NUMBER OF UNITS PHASE NO 57 Scott h/lcDonaSd 447-1552 all, dspt + 8jj3fc!th DATE MAY 051988 INSPECTED APPROVED _^ DISAPPROVED DATE INSPECTED DATE INSPECTED APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS Costa (619)438-33fi7 . r n,stnct Department i \ r- i «i .i jf"~ — • |(! APR J 8m Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS DATE 8-15-88 JEFFERSON HOUSE Jefferson PROJECT NO TYPE OF UNIT .UNIT NUMBER 37 unit CONTACT PERSON . CONTACT TELEPHONE. NUMBER OF UNITS PHASE NO 57 Scoiit »1cDono!id ? ApH 1SIF $ INSPECTED BY INSPECTED BY _____ INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS 87-51 DATE IMS- JEFFERSON HOUSE II 2BW Jefferson PROJECT NO TYPE OF UNIT 57 unit apt .UNIT NUMBER CONTACT PERSON. CONTACT TELEPHONE. NUMBER OF UNITS .PHASE NO S7 Scott '«flcDona8d INSPECTJ BY . INSPECTED BY INSPECTED BY DATE INSPECTED O—v. DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT 87-51 DATE H-15-! JEFFERSON HOUSE II 2S48 Jefferson S7 unit apt .UNIT NUMBER CONTACT PERSON. CONTACT TELEPHONE. NUMBER OF UNITS PHASE NO 57 Scott McDonald W~!5S2 ^all d«pt •»• tMhlth INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED _, APPROVED APPROVED APPROVED DISAPPROVED ISAPPROVED DISAPPROVED COMMENTS J ir Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT B7 CONTACT PERSON. CONTACT TELEPHONE. FINAL BUILDING INSPECTION APS ] 8 8/-S1 DATE UNIT NUMBER NUMBER OF UNITS PHASE NO 37 INSPECT BY _ 7 INSPECTED BY INSPECTED BY INSPECTED 4/C2?///'/' APPROVED DATE INSPECTED DATE INSPECTED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS _Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FIELD MEMORANDUM Project Nome Projed No Date Location To Subject X5" //A / / / / ,, /*rnin!.LEIGHTON and ASSOCIATES IRVINE WESTLAKE/VENTURA DIAMOND BAR/WALNUT SAN BERNARDINO/RIVERSIDE SAN DIEGO PALM DESERT SANTA CLARITA *, &&*•* 102A (4 77) FIELD MEMORANDUM Project Nome Ua/^C Projed No P**« Locot.on 04 To Sc Subject FooVmc>\r\o\r\ TV>syf ofi on of -Ike. Wo \wW>or VJ TV » f TW v "f f £4 f\vAT V-e « V OPT \ Soi Uy 03 CinViei iooV V 04-wi»vVp/rtc\V cm! fftr ^ TNU'iM.a /O ^ ^ DfiEk—•—•—>«^^_JkiHI LEIGHTON and ASSOCIATES •^•j,y Lfi-'-s'^0'*" x rH^^ts^yo js,vc IRVINE WESTLAKE/VENTURA DIAMOND BAR/WALNUT SAN BERNARDINO/RIVERSIDE SAN DIEQO PALM DESERT SANTA CLARITA 102* (4 77) FIELD MEMORANDUM Project Nome HcoaE.Projed No ^4010^-02.1 Dqte I' Locat.on (A To Subject P,x&nw/vV i on Tnw<?cf>o/N of lie. OT W Vie ft|»rt«> r~<~ "al/xe OT \v-f suWtV- strf . TV t<;way a AIA >u t yr /. t/pvr n v ruAOo W <n a\\ /? I JL LEIGHTON and ASSOCIATES IRVINE WESTLAKE/VENTURA DIAMOND BAR/WALNUT SAN BERNARDINO/RIVERSIDE SAN DIEGO PALM DESERT SANTA CLARITA 102* (4 77) FIELD MEMORANDUM Project Name PU^a/ Teffeys<*\ VWe IL Projed No ^010^011 Date Location To Subject AW3 «=,ouTh e/snA QT "Te\Vef5on J U _JL_ ewa fet V\A«^r \ \W OK 2.gx.<" <a\MT <-. -w. v /mnA>V\ tf/l^gi 1CLEIGHTON and ASSOCIATES IRVIhE WESTLAKE/VENTURA DIAMOND BAR/WALNUT SAN BERNARDINO/RIVERSIDE SAN DIEGO PALM DESERT SANTA CLARITA I02A (4 77) FIELD MEMORANDUM pr°Ject Nome Projed No <2^OlOS-02 Date Locat.on , CA To Subject ft TvA'c.ftf OT r> > \ <im/*4U WonU ayvi lA/Psf" IF a<: * STtT VM a \w.<nV rt(AT Twwv. . Tine r av\A V 6V ail me u. Ji Vor / yyj I LU LEIGHTON and ASSOCIATES IRVINE WESTLAKE/VENTURA DIAMOND BAR/WALNUT SAN BERNARDINO/RIVERSIDE SAN DIEGO ' PALM DESERT SANTA CLARITA I02A (4 77) ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME SET jPLAN CHECKER COPY fjUPS '" .DESIGNER The plans transmitted herewith have been corrected where 'necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person j} The applicant's copy of the check list has been sent to D D lHH Esgil staff did not advise the applicant contact person that plan check has been completed Ij Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted REMARKS Telephone #_ ESGIL CORPORAT Enclosures Datet Jurisdiction Prepared byt 6 *U£*t VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NO DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION Z&JtSlbM TO PtSWS Air Conditiomnff Commercial Residential Res or Comm Fire Snrinklers Total Value BUILDING AREA /4txj#Lf VALUATION MULTIPLIER 65 &4- @ @ @ VALUE ^S-B^- Building Permit Tee $ Plan Check Fee $ COfl M E N TS SHEET OF 12/87 ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE AiU&fJST 2* , /?£? L) APPLICANT {^JURISDICTION JURISDICTION CA/iLZBAV f] PLANCHECKER PLAN CHECK NO .. r~j DESIGNER PROJECT ADDRESS PROJECT NAME The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ^gta-o^jare resolved and checked by building department staff -i The plans transmitted herewith have significant deficiencies J identified on the enclosed check list and should be corrected and resubmitted for a complete recheck D The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected plans are submitted for recheck D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person [~~| The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed |j Esgtl staff did advise applicant that the plan check has been completed Person contacted Date contacted Telephone #_ REMARKS ffi <x*ssr,Tvre$ /*J«&o M fwe-ecr/tyJX * ^U6//V£re/e TO By /& (4//£^ /JUt^y Enclosures ESGIL "CORPORATION &'"/*& *• ' Date>Jurisdiction Prepared by« VALUATION AND PLAN CHECK FEE Q Bldg. Dept. p Esgil PLAN CHECK NO. BUILDING ADDRESS __ APPLICANT/CONTACT , BUILDING OCCUPANCY 77" PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION fe\)i*>ial /o PL*w£ Air Conditioning Commercial Residential Res or Comm Fire Sprinklers Total Value BUILDING AREA 4- 0ts VALUATION MULTIPLIER # &Z 7/ @ @ @ VALUE z^o &&- \ Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1 1) Q Handicapped Regulations (Fee x 1 065) COM MENTS 8/4/82 ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME TL .11- QAPPLJ IJPLAN CHECKER QFILE COPY QUPS QDESIGNER D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.-* 6\*£. gewQete ^sa_atJ 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 fI Esgil staff did not advise the applicant contact person that — plan check has been completed. Esgil staff did advise applicant that the plan check has been completed Person contacted Ea&iZtz. /4-rWPaJ - Date contacted REMARKS Telephone # PPc\Sir>£ Enclosures ESGIL CORPORATION */</*? ' * ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O1468 DATE -m/iy 7 . /?fe,7 _ APPLICANT JURISDICTION r/ry <?/=.- ,-s^L*,^r> _ (JPLAN CHECKER QFILE COPY PLAN CHECK NO _ gv £t ?f* JL Cr) _ QUPS P] DESIGNER PROJECT ADDRESS _ ze>4£> PROJECT NAME <7£-/ry=rsx.'<--v/ D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I — - The plans transmitted herewith will substantially comply I _ I with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck Bsja The check list transmitted herewith is for your information. «8 The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. |H The applicant's copy of the check list has been sent to. Esgil staff did not advise the applicant contact person that plan check has been completed II Esgil staff did advise applicant that the plan check has been completed Person contacted* Date contacted- J-ff-tf? a&£i&LP/ Telephone # REMARKS By -<f d#*^ ^2^^J/ Enclosures ESGIL CORPORATION JURISDICTION {.lTf OP Date PROJECT ADDRESS TO PLAN CORRECTION SHEET Plan Check No Date plans received by the jurisdiction_ Date plans received by plan checker •?-/ Date initial plan check completed 7^7 By_^ FOREWORD- PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet hag been made and return this check sheet with the revised plans Pe /A/ WlThl t *,tJ£i=T A-l r»)c^r -*>TiLL O. /dors /7 A-I A -//tff -S -4 -f)5-7 DETAILS .9 73 £) 5ff£ET~DETAIL. 2. 5 foul & mi ueu 4/hser~r No rt> Datei Jurisdiction Prepared byt VALUATION AND PLAN CHECK FEE n Bldg. Dept. p Esgil PLAN CHECK NO. At -711 BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY Z&4& PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION £e \jtsic/ox ~JT> /i/»/v5 Air Conditioning Commercial Residential Res or Conun Fire Sprinklers Total Value BUILDING AREA tJtxjzm G ) He VALUATION MULTIPLIER & 72. e § @ VALUE *fi "it Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1 1) Q Handicapped Regulations (Fee x 1 065) C 0 M ME NTS. 8/4/82 ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE „____ ,_ JjlRJfinTnTTQN JURISDICTION (rtfl<> /)f /g/ HPLAN CHECKER __ ^ . QFILE COPY PLAN CHECK NO ff7~ ^ ' / „ ' J( DUPS !~J DESIGNER PROJECT ADDRESS PROJECT NAME 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 I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D 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 plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person [| The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted /)a/#c/ Date contacted ^// V? "7 Telephone #_ REMARKS Enclosures ESGIL CORPORATION/ ^ "> /O^ ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619)5601468 DATE JURISDICTION __ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME n of- &-] -2. 64.3. -r..rr.rw.W /l-L.,^ lAPl, lISDlCTfJ H'^P'LAN CHECKER FILE COPY QUPS rJDESIGNER .TfefrVi<i*,rNN D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's D D D building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to Pto AfrlO II Esgil staff did not advise the applicant contact person that — plan check has been completed. jjlU Esgil staff did advise applicant that the plan check has ^^ been completed. Person contacted- Date contacted. ^'i'^1 REMARKS Telephone # By-Enclosures ESGIL CORPORATION' JURISDICTION Date PROJECT ADDRESS <£rfe-fe'Sef \ Sr7/»4£fn!r TO PLAN CORRECTION SHEET Plan- Cheek No 5n-"5\ Date plans received by the jurisdiction Date plans received by plan checker to-\-Q~l Date initial plan check completed {, -*? - gl By FOREWORD PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans t\!/T£ p>e ArtttA AtD KcTf -\rUrr /mvJ A-l - VJrlrr- t2.£ ^vrev-r A. 3 fli \«>'FbS' -Tto^ UJAU. !<>T6 EXTfclv^b TO LoltH A ujirvt A - /ujTfMt\ATt C 1)2.D Be. "*ArttS.NOT A ear 15 Ln\)6 OF I4ovo ^tortc-r i DO it)wore: ^ f i-l? )TA VTTHO \ O 1* U \ M VAiAULl fLco/2 e C AVl-ft \lWDZLK)tTT ID/IK. 4.I9E. £f AteA -StPhV ATldM \J(£rOT" TD Ol'iTAWCE \\ VOilOTh A-nAiHtO AVTV i. CL A At A Date i Jurisdiction Prepared by« f at>/VALUATION AND PLAN CHECK FEE Q Bldg. Dept, P Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION PHONE NO. ft DESIGNER PHONE \J - i CONTRACTOR PHONE BUILDING PORTION KeVlvbibiO-S -tn ^Lft-K^ TftnObrb A(?i?fr c^f Iv/OU^ Air Conditioning Commercial Residential Res. or Conun Fire Sprinklers Total Value BUILDING AREA !4t>o£\,M (L *=fl Tz. VALUATION MULTIPLIER ^ 'Z, Mie-5 e @ § VALUE n^ 44 Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ "" D Energy Regulations (Fee x 1 1) Q Handicapped Regulations (Fee x 1 065) COM ME NTS. 8/4/82 ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME IT7-57 JLL ±f- QFILE COPY QUPS QDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified Of/ai*) are resolved and D D D _ checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person J The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the pl,an xcheck has been completed Person contacted Date contacted \ '•-TA 2 h <r / Telephone # At* 26 of &4$ -4 By ESGIL CORPORAT Enclosures ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME &1 - [JPLAN CHECKER QFILE COPY QUPS QDESIGNER s 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 J with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted REMARKS A Telephone # Uf Ll^T BY Enclosures ESGIL CORPORATION JURISDICTION Date 3 it, PROJECT ADDRESS 22A& < TO PLAN CORRECTION SHEET Plan Check No &7- Date plans received by the jurisdiction_ Date plans received by plan checker •% it Date initial plan check completed •^"•2^ By. FOREWORD PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The items circled below need clarification, modification or change All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to MM SAL IPflfitllA 9^/2-3 To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans o7 15 /(&./06 Of Aftff/0^ . SpaTEMEMT OfJ Pl-AfJ "ALL AMO ro fJoiAJ tfauJ Aue - ifr'Jf? £t/J<Slte<JcriOfiJ IS TO fft.& 33 itJ A&&\ -see. //urrtr^fjrrA-i\. A/ore, LtiOfiJbt 200 DOS*, 4 / e }\ i }Af Fba STo fn POOF* T^M /°fc/2 6 OR Z- PO*>T$ 43 A ofi /v£8 STILL.eL.ecrt-i.ic 1^1. , k'fYse <#' a i . 3 ///e of [__f_'__T"_ J---'- "Tg.*f *{'•—+£ - __.. -' r..i • '— ' - TH-m fktt 6iK<JM tYifiriUAL-fcS'li'f- -to Sl-VuQ WaV 7.- HI. PATlii/'/- \f>AT E-XiT Cteog <£ 'r-TAtg \£. \,'.I\I7TV> (' ADoAcef.TT ID MlOlT I MTib R£fN>V)lft£]D - IT V-z- It EXIT or ee pe\M£p -gr p-A -3 \ AAJQ c/nx^ At-D t Of 34S. i^TO THAT I , •=> C F M FT. r £. Trib / n i._•€ \S VS AtJP AW-OdJlTi AAIO ESGIJL CORPORATION 9320 CHESAPE VKE DR SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-I468 DATE <fc&gun<M fc lien JURISDICTION CITY OF CARLSBAD QTLANCHECKER QFILE COPY PLAN CHECK NO- ST--S\ x. Q UPS QDESIGNER PROJECT ADDRESS 2&te ofc^ffe'ie^aM 6T PROJECT NAME 5-7 OMIT APA-<gTWfcMT*> .—. The plans transmitted herewith have been corrected where I I necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply .—. with the jurisdiction's building codes when minor deficien- I I cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies |[ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is the jurisdiction's HH copy for your information. The plans are being held at Esgil Corp until corrected plans are submitted for recheck D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to *zoi.(_t> Bafta r\o Ti*.o t>gtci£. cAig.L&gftD £*t-\P "Tax^a 806 i \ D Esgil staff did not advise the applicant contact person that plan check has been completed. — Esgil staff did advise applicant that the plan check has ( I been completed Person contacted- -QrCJ^P /^/ Date contacted- (A (M I ' o / Telephone # -TL?\ - REMARKS ^ ESGIL CORPORATI -^J( T3«* ^ S'l Sff f I f I \S CiWs^lj PLAN CHECK NO FOREWORD PLEASE READ JURISDICTION CITY OF CARLSBAD 10 IDe. fa QO PROJECT DATA OCCUPANCY BUILDING USE TYPE OF CONSTRUCTION •/- ACTUAL AREA ALLOWABLE AREA STORIES HEIGHT SPRINKLERS OCCOPAHI LOAD REMARKS PLAN CORRECTION SHKKT CITY DT CARLSBAD APARTMENTS. WITH HANDICAPPED ACCESSIBILITY Date plans received by jurisdiction Date plans received by Esgil Corp -L-T.-e>1 Date initial plan check completed •2--k- gT _ By Applicant contact person OR Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped The plan check is based on regulations enforced by the Building Inspection Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments Present California law mandates that construction comply with Title 2k and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level Code sections cited are based on the 1982 UBC The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level The circled items listed need clarification, modification or change All items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c), 1»82 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed UP the recheck process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, specification, etc Be sure to enclose the marked UP list when you submit the revised plans NOTE PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED List No 41, CITY OP CARLSBAD, R-l APARTMENTS WITH HANDICAPPED REQUIREMENTS, WITH SUPPLEMENTS. 1 10/20/86 FLANS 1 I Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468 i. Please make all corrections on the original 'tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to The jurisdiction's building department Indicate on the Title Sheet of the plans, name of the legal owner and name of person responsible for the preparation of the plans Section 302 (a) 7 4 J Provide a statement on the Title Sheet of ie plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC /sk Provide the site address and a vicinity sketch on the Title Sheet 6 J All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the design Please include the California license number and the date the plans are signed <ZtiUntit£JiL mvKrT PvVAo 07 ) Indicate on the Title Sheet whether or not a grading permit is required for this project sf Show on the Title Sheet all buildings, /structures, pools, walls, etc included under this application Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet 09 ) Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony Section 302 (c) Ar^> \^»jt*(*&- 10 J Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed VZ--\ I 3 ~\ J <a -occupancy Group Type of Construction Sprinklers Yes or No Stories ___ Floor Area Justification to exceed allowable area in Table 5-C i Justification to exceed allowable height or stories in Table 5-D 11 ) Provide a Building/Unit Schedule on the Title Sheet Include the following Designation and area of each dwelling unit type Number of each designated unit types in each building (including handicapped access units') List any other occupancies or uses included in each building, i e , common laundry, common storage, garage, rental office, etc frio-Phie VYuxeo Buit-E>i(U£- RA-no To \S _ A-3 LfrAP > So (_ 1 tfr / at I Pgft. -A A-teft OP PAuL/».Me4 AT I *>«*A TT RooiC \* TO 2 2/21/86 3/2 Provide a fully dimensioned site plan drawn /to scale Show north arrow, property lines, 'easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks (13) Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan" l4. Clearly designate on the site plan existing /buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings li Show on the site plan all proposed walls, retaining walls and fences Specify their heights on the plans ife Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan Dimension distance from curb to property line 1/7 Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls 18 Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes Show dimensioned parking layout including required handicap access spaces 26 Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan B LDCATIOR OH PROPERTY l6 When two or more buildings (including /carports) are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c) An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building If this exception is used, show how the building(s) will comply with Section SOU (b) 31 Buildings over one story and containing Courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section SOU (c) See possible exception Please show how the court walls will be made to comply with Section SOU (c) yi The exterior walls of R-l occupancies (Type /v Construction) less than five feet to a property line or an assumed property line, shall be one-hour fire-rated construction The wall shall have a thirty inch parapet (see exception, Section 1709) and the wall shall have no openings, including windows, doors, scuppers, vents, etc Table 5-A afe The exterior walls of a Group M occupancy /maximum 1,000 sq ft ) carport or garage, less than three feet to a property line or an assumed property line, shall be one-hour fire-rated construction The wall shall have no openings Table 5-A 3 2/21/86 34 The exterior wall of a Group M occupancy /maximum 3,000 sq ft ) carport or garage, less than three feet to a property line or an assumed property line, shall be one-hour fire- rated construction The wall shall have a thirty inch parapet (see exception, Section 1709 and Table 5-A ) 3J5 The exterior wall of a B-l occupancy carport or garage (Type V-N Construction), less than twenty feet to a property line or an assumed property line, shall be one-hour fire- rated construction When the exterior wall is less than ten feet, a thirty inch parapet and protected openings are required When the exterior wall is less than five feet, no openings are permitted Table 5-A Eaves over required windows shall be not .ess than thirty inches from side and rear property lines Section 504 (a) 3/7 Combustible projections located where Openings are required to be protected shall be heavy timber or one-hour construction Section 1710 38 Projections may not extend more than twelve inches into areas where openings are not allowed Section 1710 39 Projections over public property must ^comply with Chapter 45 Projections may not extend more than one- ,ird the distance from the exterior wall to the propertv line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive Section 504 (b) 4fl. Fire-resistive exterior wall construction shall be maintained through attic areas Section 4304 (c) tdu When openings are required to be protected to location on property, the sum of openings shall not exceed fifty percent of the total area of the wall in each story Section 504 (b) W3 A covered passageway connecting separate Buildings must comply with the requirements for an arcade, if the buildings are to be considered as separate buildings Section 509 t Exterior exit balconies cannot be located an area where openings are required to be protected Section 3305 (i) Exterior stairways shall not project into ards where protection of openings is required Section 3306 (n) fj(> Yards or courts serving as required exits for more than ten occupants must be at least ten feet wide or have walls of one-hour construction for a height of ten feet above the court or yard grade Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour Section 3301 definition and Section 3311 (d) 4^ Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater Table 17-A, Footnote 1, and Section 1702 Openings for scuppers, mechanical equipment •ents, foundation vents and similar openings are not permitted in walls located where openings are required to be protected Table 5-A 4 2/21/86 BUILDING AREA 60 Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C, Section 506 61J When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one Section 503 -fRoJitoG. 68. As shown, the building(s) is/are over area for the type of construction shown Table 5-C ^ 63 I The total floor area of a multi-story Building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 pj3>\/\D6 64 j No single story can exceed the basic area lowed by Table 5-C plus the increases allowed by Section 506 feoO»P£ ftrJft\_HS»£ (£> Unless considered a separate story, the /floor area of a mezzanine shall be included in calculating the area of the story in which it is located Section 505 6,6 A basement need not be included in the ptal allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building Section 505 Openings in four-hour area separation walls e required to be protected with three-hour fire-resistive assemblies, 1-1/2 hour fire- resistive assemblies 1-1/2 hour area separation walls Section 505 (e) 7/1 Openings in area separation walls are limited to twenty-five percent of the length of 'the wall in each story Section 505 (e) 73 If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements Ihe exterior walls and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements Walls supporting the exterior walls must be one-hour Openings in the one-hour walls must be protected with three-fourths-hour assemblies Section 505 (e) 2 7ft All area separation walls must extend in a Continuous straight vertical plane from the foundation to a point thirty inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction Section 505 (e) 3 AREA SEPARATION WALLS Area separation walls may separate portions f a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F R , III and IV buildings, and two-hour in Type II one-hour, Type II-N and Type V buildings Section 505 (e) 1 »°rf\) / Ant)BE 5 2/21/86 76 Two-hour area separation walls may terminate at the roof sheathing provided that a Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than five feet on each side of the wall Section 505 (e) 3 b Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction Section 505 (e) 3 4 No openings in the roof are permitted thin five feet of a two-hour area separation wall if parapets are not provided Section 505 (e) 3 Area separation walls, which separate irtions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies As an alternate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a ten foot width along the wall at the lower roof, and supporting elements are one-hour, where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span, and supporting elements shall be one-hour Section 505 (e) 5 Where different roof heights occur, no /Openings in the lower roof are permitted within ten feet of the area separation wall if parapets are not provided Section 505 (e) 5 Tfo Show the basis for the approved fire- Aresistive construction elements for the area 'separation wall, parapet, and ceiling assembly if used in lieu of parapet i e , item number in Table 43-A, B, C or U L Directory, etc (Note that trusses require two layers of 5/8 inch Type 'X1, per Gypsum Fire Resistance Design Manual, Item FC 5406) 80 Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5 81 Provide a note on the plans stating /"Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous No plastic pipe may penetrate the area separation wall" Section 4304 (e) E miuJIHG mU-GHI/STORIES t Clearly show the maximum building height ed on the definition in Section 409 9fl. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420 42 Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination See definition of grade, Section 408 93 The height and number of stories cannot exceed that shown in Table 5-D Show the code basis for the height/number of stories as shown 6 2/21/86 9« One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (subsitute for one-hour) Section 507 90 Towers, spires and steeples shall comply •with Section 507, Exception 1 OOHSTRuutlOR ICiO Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq ft of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705 (b) 2 irfl Where one-hour fire-resistive construction is required, an approved automatic sprinkler system may be substituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce f ire-resistive requirements for occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715 Section 508 U.02 J Provide details of the ^one-hour f ire- resistive construction Include roof/ceiling assemblies, floor/ceiling assemblies, wall , assemblies, post and beam assemblies, gable end .assemblies at attics, etc d6uT»v)u£Trteu Chapter kZ, Chapter 17 LftUs t& (l03y Maintain one-hour fire-resistive wall construction at built-in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding sixteen sq in in area, etc Section U304 (e) Pe^xJuXi OfcTAlLS & [104) Detail and reference I C B 0 number or other approval for horizontal fire assembly trusses Section 4303 (b) 8usme truss FUo/l. T£u-&S&6 (_\ TlOSj Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents Also detail recessed light fixtures Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers ^«uCDeAfT Section 4303 (b) 6 H.061 Roof/ceiling and floor/ceiling assemblies most be of one-hour construction Detail fire assemblies on plans along with their I C.B.O.. number or other ID number from the Fire Resistive Design Manual published by the Gypsum Assoc or U L number or item number from Table 43-C, U B C UO?) Detail water heater vents located inside fire-resistive wall construction or within fire- resistive shafts Table 17-A, Section 1706 (a), Section 4306 (j) 108 Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening Section 4304 (e) H.09J Clearly identify location and hourly rrfe-resistive rating of vertical shafts on the plans Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and °?^ .Section 1706 ^^ tf\O~J, At4 to Xlo CJLJ\~airf&OM fcU2jfl-rt»<2 13 ECU \110J Note on plans that elevator doors must be constructed and installed in the same manner as a •? A fti\| f\\ -hew-fire assembly, even though elevator doors are not identified with fire labels o » /Ar 7 2/21/86 (ill) Detail column fire protection per Table 43^A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5 As a minimum, show a twenty-two gauge steel jacket around each column to a height of three feet above the ground for impact protection ^WfoCTinifc Bctefttoft. 1/2 Structural members such as beams ^supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6) Detail required protection, per Table 43-A or NRB-250, U L etc (113J Clearly specify minimum thickness of walls ana slabs to provide ^ -hour fire- resistive rating per Table 43-B and C Clearly specify minimum cover for bonded reinforcing at fire-rated columns, V^ft. fire-rated beams ClearlyLot. specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3 £££ *1*>2> 114 Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e) life Detail all furred ceilings as required in Section 4203 Show fire-retardant treated wood where necessary [ 116) Provide cross-section of one-hour corridors serving an occupant load of ten or more Label corridors on plans as one-hour corridorSj specify on the plans all doors as twenty-minute fire assemblies with self-closers or automatic closers with smoke detectors, and all windows as 1/4 inch wire glass in steel frames and all duct penetrations to have fire dampers Section 3305 (g), Section 3305 (h) \ 2.,"5 S fc, 8> dff-\c£. i lo H . 12. \3 \4, n «I 13.1 tS 24, ,1.11 za 3o, 32. T.'i "M- IS i6,3£> 31i4<s"44"41150,5i,c,2i»5^'S£. en43,44 [117i Clearly label and identify on the plans ttl§ fire-resistive corridors, area separation walls,.shafts, occupancy separation walls and floors, exit courts less than ten feet wide and exit enclosures, along with their hourly ratings Section 302 (c) G. OCCUPANCY SEPARATIOHeStorage or laundry rooms that are within p R, Division 1 occupancies, that are used in common by tenants, shall be separated from the rest of the building by not less than one- hour fire-resistive occupancy separations Section 1202 (b) 13/1 Provide a full one-hour occupancy separation between R-l and M-l or B-l (M-l up to 3,000 sq ft ) occupancies Fire protection only on the garage side applies only to R-3/M occupancy separations, not R-l/M occupancy separations Table 5-B and Section 503 (d) U.32J Provide one-hour f ire-res istive door assemblies in the one-hour occupancy separation Section 503 (c) The required three-hour rated occupancy •ation between R-l and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles. and the provisions of Section 702 are not applicable (Table 5-B) The two-hour occupancy separation may be further reduced to one -hour, if the aggregate area of B-l occupancy within the building does not exceed 3,000 sq ft Section 503 (d) 6ttOuJ l-Vtt. ArOO 1^4 Garages are not permitted to open into a room used for sleeping purposes Section 1104 8 2/21/86 135 A B-l occupancy in the basement or first story may be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, per Section 702, only if the following conditions are met a B-l is Type I construction b B-l/R-1 are separated by a three-hour occupancy separation c B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc ) d The maximum building height does not exceed the limits in Table 5-D for the least type of construction The Type I construction is required to have 3/4 hour protected exterior wall openings when located within twenty feet from a property line, and no openings are permitted less than five feet Section 1803 (b) All openings in floors forming a ee-hour separation shall be protected by vertical enclosures above and below the opening The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half hour assembly Section 503 (c), Tables 43 - A, B, C and Chapter 43 £, &LfsT%\ffrt 188 A ] -hour occupancy Reparation is required between A - " occupancy and the e-i occupancy Table 5-B, Section 503 (d), Tables 43 - A, B, C and Chapter 43 5l-toi/U QC-LdfatJCH *->eFA£ftTl£>J (l39y Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation Table 5-B, Section 503 (b), Tables 43 - A, B, C and Chapter 43 No openings are allowed in a four-hour fire-resistive occupancy separation wall Section 503 (c) l!4lJ Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed twenty- five percent of the length of wall in the story and no single opening shall exceed 120 sq ft Section 503 (c), Tables 43 - A, B, C and Chapter 43 t£o£. -fv^iJ CoF£(&>£ MxTWLfclOrr TO (142J A two-hour fire-resistive occupancy separation shall be not less than two-hour f ire res istive construction Openings shall be protected by a one and one-half hour assembly Section 503 (c), Tables 43 - A, B, C and Chapter 43 if <2E.Ol6eT> TD A one-hour f ire-resistive occupancy separation shall be not less than one-hour f ire- resistive construction Openings shall be protected by a one-hour assembly Section 503 (c), Tables 43 - A, B, C and Chapter 43 GL UDOlOfce- <-*£.» U.44J Occupancy separation wall penetrations must be either ferrous or copper and fire- stopped Steel electrical outlet boxes, not exceeding sixteen square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall Section 4304 (e) vJbre OtO 9 2/21/86 (145) Fire-resistive floors used for occupancy separation shall have openings protected per Section 503 (c).£.£A£A&B l</6 Ducts penetrating one or two-hour .occupancy or area separation walls must have fire dampers A fire door is required for three-hour separations Section U306 (j) Vtl Usable space under the first story, when constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive wall and ceiling construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/A- inches in thickness Section 1703 n.48) Show the details and the basis for the racing of the occupancy separation you propose, i e , item number in Table M - A, B, C, Gypsum Fire-Resistive Design Manual, U L , etc 1«9 Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc ) must have a listed rating of SIC 50 and IIC 50 Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings H SOUND TRAMSKISSIOH (Title 25, Chapter 1, Subchapter 1, Article A., Section 28) UBC Standard No 35 (1-3) UBC Appendix Chapter 35 160 Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings l4l Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required ratings fl62J Dwelling unit entrance doors fromjjitenor corridors together with their perimeter seals shall have a STC rating of not less than 30 * R-1 occupancy buildings, located in noise ical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, require an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour, provide design The Title Sheet or Site Plan should rly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating "This project is not within a noise critical area (CNEL contour of 60 dB as shown on the General Plan" 1/0 In all occupancies, floors above the first ptory having more than ten occupants, shall have not less than two exits, except only one exit is required from a second floor area within an individual dwelling unit Two or more dwelling units on the second story may have access to only one common exit when the occupant load tributary to the stairway does not exceed ten Section 3303 (a) <L UUAtLA W1I.J Fang, 10 2/21/86 171 Exits should have a minimum separation of cme-half the maximum overall diagonal dimension of the building or area served Section 3303 (c) 1J2 The maximum number of required exits and their required separation must be maintained until egress is provided from the structure Section 3303 (a) Where a. required exit enters a yard, the must lead to a public way Section 3301 fl74) Minimum exit court width is forty-four nes Section 3311 (b) ^toiJ C\rt\e»;IOAJ <2- feXJT v?FVL/U3tv\H C_rv\iui/Av/ r/O 1/5 Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings y6 Basements require two exits, except basements in an individual dwelling unit Section 3303 (a) Total width of exits in feet shall be not 'ess than total occupant load served divided by fifty Tributary occupant load from basements and stories above shall be per Section 3302 (b) and the maximum width required for any story shall be maintained No point in the building shall be more one hundred fifty feet (two hundred if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel This may be increased one hundred feet if the last one hundred fifty feet is in a corridor Section 3303 (d) (see exceptions) 179 Double acting doors are not allowed when serving a tributary occupant load of more than one hundred, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware Section 3304 (b) Exit doors from each unit should be a iumum size of three feet by six feet eight inches with a minimum door swing of ninety degrees Maximum leaf width is four feet Section 3304 (e) and (f) Al/x) & vacex AOSftcfciOl SriFttR. a c-ot-^oatf-b - •Svtou) CQ9iC. 5r£t€ ISfl Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door In R-3, and individual units in R-l, a maximum 7-1/2 inch drop may occur provided the door does not swing over the drop Section 3304 (h) Doors should not proiect more than seven _jHches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position Section 3305 (d) ^'<?"- *>*£? 'oooft. : 3&»''. Re&^D - 44 "-•?"= 37" ?LEte£ 0/K2-IP4 1J&3 Revolving, sliding and overhead doors are not permitted as exit doors Section 3304 (g) U.84J A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in any direction of travel, to less than one-half the required width of the stairway Section 3306 (g) CLMi\(^-l &. 4fft\ift. 186 Change in width in an exit court shall be effected gradually by a guardrail at least thirty-six inches high and making an angle of not more than thirty degrees with axis of the court Section 3311 (b) 11 2/21/86 Halls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one- hour fire-resistive construction Exit openings in the walls shall be protected by a three-fourths-hour assembly Section 3312 (a) 1SS7 Ramps required by Table 33-A shall not exceed 1 12, other exit ramps 1 8 Ramps steeper than 1 15 shall have handrails as required for stairways Minimum size landings and landing clearances must be provided Section 3307 (188J Stairway width must be at least forty-four incnes when serving more than fifty occupants, thirty-six inches when less than fifty, thirty inches when serving one unit only Section 3306 (b) and Section 3301 (b) 4vtoui o<£UPftMT (189 J Seventy-eight inch minimum headroom clearance for stairways should be indicated on the plans Section 3306 (p) Note that this is from a plane tangent to the stairway tread nosings Stairway handrails should not project more 3-1/2 inches into the required width Trim may not project more than 1-1/2 inches Section 3306 (b) 191 Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction 2x@ 16" o c nailers Section 3306 (m) (n) 192 Landings should not be reduced in width more than seven inches by a door when fully open Where doors open over landings, the landing shall have a length of not less than five feet Section 3306 (g) and Section 3304 (h) 193 Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels Section 3306 (h) 194 Vertical distances between stairway landings are limited to twelve feet Section 3306 (i) 195 All interior stairways, ramps and escalators shall be enclosed An enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors Not required for R-3 or R-l stairs within a dwelling unit Section 3309 (a) 19o Stairway riser must be four inches minimum and 7-1/2 inches maximum and minimum run shall be ten inches except in winding, circular or spiral stairways, or private stairways serving less than 10 which may have an eight inch rise and nine inch run Section 3306 (c) 197 Winding stairways are permitted only when serving R-3 or a single unit in R-l Section 3306 (d) > '8 Provide details of winding stairway a Minimum tread is six inches at any point ana a minimum nine inches at a point twelve inches from where the treads are narrowest b Maximum rise is eight inches c Minimum width is thirty inches Section 3306 (d) W9 Spiral stairways are permitted only when serving R-3 or a single unit in R-l Section 3306 (f) 12 2/21/86 iO Provide spiral stairway details a Minimum run is 7-1/2 inches at point from where the treads are the narrowest b Maximum rise is 9-1/2 inches c Minimum headroom is six feet six inches Section 3306 (f) 201 Spiral stairways may not be used for required exits when the area served is greater than four hundred sq ft Section 3306 (f) 202 Spiral stairways must have a clear walking space of twenty-six inches between the column and handrail Section 3306 (f)e Provide I C B 0 Research Report and er for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans Section 306 (a) 4 B and 306 (f) 4f£E.l_ © 1204) Stairways should be enclosed as specified nr^Section 3309 Two-hour fire-resistive walls are required in buildings of Type I and II-F R Construction, and in all buildings over four stories, and one-hour elsewhere Only exit doors are allowed to open into exit enclosures no u>i«i0oi\)i - ie. &tooe. AO3*oiwnro uoir A/ toie.ft.ioo**. cooe fdcM £/u?p£r£ KOT feenurrel} Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted to comply with U B C standard 43-2 © Exit enclosures should include a corridor on the ground floor extending to the exterior Fire-resistive construction should be as required for the exit enclosure, including protected openings Only exit doors are permitted to open into the corridor <>&£ £b) UffTE. TWffT L,trt&> to .An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level Usable space is not allowed under the stairs 2d5 Occupied floors more than seventy-five feet above the highest grade should have all exits from the building in smoke-proof enclosures Section 3310 (b) 2196 In buildings four or more stories, one stairway must extend to the roof Section 3306 (o)e Handrails are required on each side of rways Stairways required to be more than eight-eight inches wide shall have intermediate handrails Stairways not over forty-four inches wide or stairways serving one dwelling unit may have one handrail if not open on both sides Private stairways (1 tenant), thirty inches or less in height may have one handrail, private stairways, not over three risers, serving a single dwelling unit (R-3, R-l) need not have a handrail Handrails shall be thirty to thirty-four inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend six inches beyond top and bottom risers All stairs shall terminate in a newel or safety post Section 3306 (j) 13 2/21/86 [208J The handgrip portion of all handrails snail be not less than 1-1/4 inches nor more than two inches in cross-sectional dimension Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail Section 3306 (j) 1m Every stairway landing shall have a Dimension, measured in the direction of travel, at least equal to the stairway width Section 3306 (g) 210 Openings in the exterior wall below or within ten feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a. self-closing assembly having a. three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony Section 3306 (1) J. CORRIDORS 213 Corridors, and exterior exit balconies, serving ten or more occupants must be a minimum of forty-four inches wide and seven feet high to the lowest projection Corridors serving R-3 and individual R-l units may be thirty-six inches wide Section 3305 (b) When a corridor or exterior exit balcony is accessible to the handicapped. changes in elevation shall be made by means of a ramp Section 3305 (f) tf 215 Corridors serving ten or more occupants in R-l or thirty in other occupancies shall have walls and ceilings of one-hour construction except a Corridors greater than thirty feet wide when the occupants or areas served by the corridor have an exit independent from the corridor b Exterior sides of exterior exit balconies Section 3305 (g)e One-hour fire-rated corridors shall have openings protected by tight-fitting smoke and draft control assemblies rated twenty minutes, except openings in interior walls of exterior exit balconies Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top Section 3305 (h) *&&. K\\lo t7 Total area of all openings, except doors, any portion of an interior corridor, shall not exceed twenty-five percent of the area of the corridor wall of the room which it is separating from the corridor Section 3305 (h) 218 Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j)e Viewports in twenty minute rated corridor •s cannot exceed one inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F Section 3305 (h) <e&> t2/0 Openings for rubbish or linen chutes shall it be located in exit corridors or stairways Section 1706 (c) !l Provide a complete architectural section the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations Section 3305 (g) 14 2/21/86 23/2 Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling Section 3305 (g) 223 Corridor walls may terminate at the ceiling only if the ceiling is an element of a one-hour fire-resistive floor or roof system Section 3305 (g) 224 See attached details for approved methods eif providing one-hour corridor construction (225) When two exits are required, dead end corridors and exit balconies are limited to twenty feet Section 3305 (e) 2. /<?r«ie. 2if> Exterior exit balconies cannot be located in areas where protected openings are required Section 3305 (i) 227 Where construction exists at the outer Ane of the exterior exit balcony, both the exterior and interior wall and openings must be protected per corridor requirements Section 3305 (g) K EOT SIC3IS \22Bj Exit signs are required since the occupant IBad exceeds fifty Show all required exit sign locations Section 3314 (a) EYif (229 J Show that exits are lighted with at least a one foot candle at floor level Section 3313 (a) -5toui H£U) - l_lkH-fii)£> Auif>J£> [230J Show that the power supply for exit illumination and exit signs is provided by two separate circuits (Occupant load exceeds 100) Section 3313 (b) 1 ^e£ tt (23lJ Show separate sources of power for exit illumination and exit signs (Occupant load exceeds 100) Section 3313 (b) 2 222 The exit sign locations as shown are not adequate R-l UKHKKAL OCCOPAHCY REOU-LKMffiHIS 250 Every apartment house three stories or ore in height or containing more than fifteen dwelling units and every hotel three or more stories in height or containing twenty or more guest rooms shall have an approved fire alarm system as specified in the Fire Code Section 1202 (b) (see exception) (251J Draft stops above and in line with walls separating units shall be installed in the attics, mansards, overhangs, false fronts and similar concealed areas The draft stops shall be above and in line with walls separating tenant spaces from each other and from other uses Section 2516 (f) 232 Every sleeping room below the fourth story shall have at least one openable window or exterior door for emergency excape or rescue The clear opening shall be at least 5 7 sq ft , twenty-four inches high and twenty inches wide The finish sill height shall not exceed forty- four inches above the floor Section 1204 253 One room must contain a minimum of one hundred fifty sq ft of superficial floor area Section 1207 (b) 234 Habitable rooms, other than kitchens, shall contain at least seventy sq ft of floor area Section 1207 (b) 15 2/21/86 2^5 Window area must be at least 1/10 of the f/loor area (minimum 10 sq ft ) in Section 1205 (a) 2^6 Openable window area must be 1/20 of the floor area (minimum 1-1/2 sq ft ) in bathrooms, laundry rooms and similar rooms Section 1205 (a) 21&7 One-half of all required window area must be openable in [2641 Specify safety glazing for glazing in Hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces Section 5U06eGlazing, in the same wall plane as a door, be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass Section 5U06 (d) 7 &-UxJt>)U>£ U(> Glazing in shower and tub enclosures shall Me tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor) Section 5W>6 (d) 5 238 No habitable room, other than a kitchen shall be less than seven feet in any dimension Section 1207 (c)e Show a seven foot, six inch minimum ing height for habitable rooms other than the kitchens Section 1207 (a) ^ttovJ CumlaO-bta/i^ 2iO Show a seven foot minimum ceiling height for the kitchens, halls, corridors, laundry rooms and bathrooms Section 1207 (a) 261 Provide thirty inches clear width in water closet compartments and twenty-four inches clearance in front of the water closet Section 511 (a) 262 Provide smoke detectors which will sound an alarm when actuated Detectors must be permanently wired in new construction but may be battery operated in existing construction Section 1210 263 Show location of fire extinguishers Title 25 CAC 1280 J Fire-retardant roof cover is required for R=l occupancies which are more than two stories, or have more than three thousand sq ft of projected roof area, or where less than ten feet from the extremity of the roof to a property line or an assumed property line Section 3202 (b) and 3203 (e) A Class C, fire-retardant 5of covering is required -Z-"%S»i ^ri-iOfoLC^ p2 Specify roof slope 2^3 Roof slope is not adequate for roof type specified Table 32-B, Section 3203 (h) Specify roof material and application pter 32 & % U 16 2/21/86 28i5 Specify I C B 0 or U L approval number for roof materials not covered in U B C , e g , title, etc , Section 107 28/6 The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2 U87y The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches Section 3203 (e) 3 \ 288 Specify minimum 1/4 inch per foot roof Sjlope for drainage or design to support accumulated water Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6 2^9 Show roof drains and overflows Section 3207 (2901 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I C B 0 approval number <ff #• 291 Plastic skylight must be separated from each other by at least 4 feet Section 5207 (a) 6 (292) Show attic ventilation Minimum vent area iS^l/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents Show required area and area provided Section 3205 (c) Pfe«. U«»T~ (293) Provide a minimum 22" x 30" (or 30" x 30" If-equipment is in attic) attic access opening Section 3205 (c) H MASOHR? 294 Provide fireplace construction details or note construction to be per attached fireplace standard drawing Chapter 37 205 Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheet 30-1 or 30-2 6 Show height and construction details of 1 masonry walls Chapter 24 297 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour Cleanout shall be sealed before grouting, after inspection Section 2414 (a) 8 298 Show floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater Cross grain tension or bending in wood ledgers is not permitted Section 2312 (j) 3 A 2^9 Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls Section 1707 (d) 300 Show a minimum 2" airspace and flashing between planter and building walls Section 2516 (c) 7 17 2/21/86 0 TOtK BCnaGUlSHIHG 301 Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq ft and there is not provided at least twenty sq ft of opening entirely above the adjoining ground in each fifty lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than seventy-five feet away Section 3802 (b) font2 Show standpipe class and outlet locations the plans Section 3806 3B3 Specify that hoses are required with the standpipes Table 38-A 3JD4 Fire sprinklers are required in a basement if any portion of a basement is more than seventy-five feet from openings in an exterior wall Section 3802 (b) 365 Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors Sprinkler heads shall be accessible for servicing Section 3802 (b) 6 Provide fire sprinklers (3071 When serving more than one hundred sprinkler heads, automatic sprinkler systems shall be supervised by an approved central proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location Section 3803 30fe R-l occupancies over three stories shall have standpipes as required by Table 38-A A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required as Section 702 only gives relief from Tables 5-C, 5-D and Sections 505, 506 and 507 Section 702 does not give relief to the requirements of Table 38-A P FRAMDtG 309 Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3 3yO Note cross bridging or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line Section 2506 (g) 311 Show blocking at ends and at supports of floor joists, and for rafters at exterior walls Section 2517 (d) 3eShow solid blocking at ridge line and at rior walls on trussed roofs Section 2506 (g), Section 2517 (h) 313 Show double joists Floor joists shall be doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 31&. Bearing partitions, perpendicular to jpists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist Section 2517 (d) 5 18 2/21/86 3p Show rafter ties Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel Section 2517 (h) 4 Show rafter purlin baces to be not less 45 degrees to the horizontal Section 2517 (h) 5 (317j Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses (To ensure loading will be as designed) 318 Show double top plate with minimum 48" lap splice Section 2517 (g) 2 319 Show nailing will be in compliance with Table 25-Q 3^0 Show or note fire stops at the following locations per Section 2516 (f) a in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall b at all interconnections between concealed vertical and horizontal spaces, such as occur at soffits, drop ceilings and cove ceilings, c in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished, and d in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials 321 Show stud size and spacing Maximum allowable stud heights, bearing wall 2x4 and 2x6 max 10", non-bearing 2x4 max 14', 2 x 6 max 20' Table 25-R-3 322 Studs supporting two floors, a roof and Ceiling must be3x4or2x6at 16" o c Table 25-R-3 ?3 Note an A I T C Certificate of Compliance r glued laminated wood members shall be given the building inspector prior to erection Section 306 (f) 324 Detail all post to beam and post to footing connections and reference the detail to the plan Section 2516 (m) 325 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2513 (3263 Specify nail size and spacing for all sttear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios (Tables 25 I, J, K> section W13 (d) ** 4. 19 2/21/86 3^7 Show 3" x Un or 2" x 6" studs in first story of three story building Table 25-R-3 (328) Provide truss details and truss calculations for this project [329) Provide roof framing plan and floor ning plan Section 302 (a) 7 4ttou) EfcftW 7* Provide framing sections through Section 32Q (a) 7 Specify all header sizes for opening over 4' wide Section 2517 (g) 5 33*2 Provide calculations for main vertical and horizontal framing members and post footings Section 302 (a) 7eProvide calculations for lateral loads, r panels, shear transfer and related Section 302 (9) 7 ^KodlDfi ScrtkMATi/^ fif*" .1334J Show on the plans all structural requirements developed in the structural calculations ii\JO<£AT£ ux/rrialJ fl?4XMtM R32- Columns and posts located on concrete or sonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood or natural resistance to decay or treated wood is used Section 2516 (c) 4 386 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 Wood stud bearing walls, with studs at 24" c , require 3 ea 2 x 4 or 2 ea 2x6 or 2 ea 3x4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o c and do not bear within 5" of the supporting stud Section 2517 (g) 2 3J8 Specify plywood grade and panel identification index Table 25-N 339 When roof pitch is less than 3 12, design radge as a beam Section 2517 (h) 3*0 If foundation cripple wall studs are less than 14" framing shall be solid blocking Section 2517 (g) 4 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Section 2517 (g) 4 Show plywood sheathing over exposed eaves, other weather exposed areas, is exterior grade Section 2516 (g) 3 3»3 Show a weep screed at the foundation plate Vine on all exterior and stud walls to be stuccoed Section 4706 (e) 3*4344 Show corridor width to be minimum 36" Section 3305 (b) PbTfriu 4- 4>ttogT 4- 20 2/21/86 (345J Specify truss layout for 30" x 30" attic jess \f APPutfi^LH" (346J Ridges, hips, and valleys shall be at st one size larger than supported rafters Section 2517 (h) 3 4lbu) Atl_ i347 In open beam construction, provide strap .es across the beams at the ridge support Section 2501 (b) FOUNDATION 1348J Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value Section 2905 (c) 3o90#/u7 The foundation plan does not comply with soil report recommendation for this project Please review the report and modify design, notes and details as required to show compliance 350 Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation 341 The soils report recommends excavations be reviewed by soils engineer Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that 1 the building pad was prepared in accordance with the soils report, 2 the utility trenches have been properly backfilled and compacted, and, 3 the foundation excavations, formings and reinforcements comply with the soils report and approved plan" PKTRIL A- - 352. Show height of all foundation walls Chapter 23 3^3 Show height of retained earth on all foundation walls Chapter 23 334 If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29eNote on plans that wood shall be 6" mum above finish grade Section 2516 (c) 7eNote on plans that surface water will n away from building and show drainage pattern and key elevations Section 2905 (f) StViu) &0ttt#£3 I muWSfaJv* OL l&auw/ ffcIL \TfcVirt 1 2 357 Dimension foundation per DEC Table 29-A Floors Supported* Stemwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" ^Foundations may support a roof in addition to the floors Where only a roof is supported, use foundation for one floor 338 Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 3fc9 Show foundation bolt size and spacing Section 2907 (e) (360J Specify size, I C B 0 number and manufacturer of power driven pins Show edge and end distance and spacing Section 306 (f) -ti\frfejftlt 1 <Hl£gr 5 £. 6o<3T 54 J 21 2/21/86 3pl If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan Section 2312 (f) 3,62 If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 305 (e) 2 36(3 Show adequate footings under all bearing Walls and shear walls Section 2907 (b) 364 Show on the elevations, stepped footings for slopes steeper than 1 10 Section 2907 (c) 365 Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders Section 2516 (c) 366 Show pier size, spacing and depth into undisturbed soil Table 29-A 367 Show minimum underfloor access of 115" x 2V Section 2516 (c) 36? Specify that posts embedded in concrete shall be pressure treated per UBC Std No 25-12 Section 2516 (c) R- MECHANICAL (1985 UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code f370J Show the size, location and type of all nesting and cooling appliances or systems Show source of combustion air to furnace, per Chapter 6, UMC (372) Every dwelling unit shall be provided with nSating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC Sec 1211 Show minimum 30" deep unobstructed working :e in front of furnace Section 505, UMC 388 Show minimum underfloor ventilation equal to 1 sq ft for each 150 sq ft of underfloor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) (374) Note on plans, clearances to be per manufacturer's listing Section 504, UMC 3/5 Furnace shall not be installed under any stairway Section 704, UMCeFurnace shall not be installed in any oom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Section 704 UMC 377 Show I C B 0 fireplace approval number for prefab Show access to the attic or underfloor ace to be minimum 30 inches by 30 inches Section 708 & 709 UMC \f 22 2/21/86 (379J Note that passageway to the attic furnace sh"all be unobstructed and have continuous solid flooring not less than 24 inches wide Section 708 UMC \ 386 Electrical receptacle locations and/or spacing is not adequate in (380J Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace Section 708 UMC It Show details to comply with Section 709 furnace under the floor, or Section 710 for roof or outside furnaceeNote on plan Gas vents and ombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC Section 1706 (a) 6 S. ELECTRICAL (1984 HATIOHAL ELECTRICAL CODE) 387 Show at least one convenience outlet other than outlets for laundry, etc , outdoors, in garages and basements NEC Art 210-52 3S&5 Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC Art 210-8 L389J Note electrical system ground to be prdvided per NEC Art 250-81 T. PLUMBING (1985 UNIFORM PLUHBING CODE) All wiring shall comply with the National Electrical Code [383J Show on the plan the amperage of the ectrical service, the location of the service panel and the location of any sub-panels fog. ftlfo ---'-•-• [38M Provide a single line diagram and load calculations including a Wiring method employed b Sizes of all conductors, switches, circuit breakers, fuses, and conduits c Approximate length of service feeders 385 Show location of all electrical receptacles Show water heater size, type and location -plans UPC Section 1310 l%rt_ SgCTioiJ US Show source for providing combustion air uel burning water heater If wall opening 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 392 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom UPC Section 1309 393 Provide adequate barrier to protect water hfcater from vehicle damage UPC Section 1310 9\?\ti&>\iD&^E/ LfrULS 23 2/21/86 i 394} Show T and P Valve on water heater and Sow route of discharge line to exterior. UPC Section 1007 (e) -sht&ulid -rO 1395) Provide dryer vent to outside CMC Section 1903aNote on the plan that hose bibbs and lawn nkler systems shall have approved backflow prevention devices UPC Section 1003 397 Show stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq in UPC 909 (d) a6a Provide an 18" raised platform for any FAU water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a) Show on the plans the "R" value for the alls, floors, ceiling and related areas 62 Show double glazing as per Energy Design, on Glazing Schedule 4C/3 Show on the plan how shading requirements are satisfied M*04J The plans are not in compliance with the energy conservation compliance package selected or design calculations provided Show on plans conformance as follows - D EHKRGY COHSEKVATIOH PLEASE READ State regulations (California Admin Code) require that the design satisfy one of the. attached alternative energy packages or submit calculations The law also requires that many mandatory conservation items be satisfied (399) Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element If calculations were used, provide similar data on the plans The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional . i e , architect, engineer or contractor A design professional must note his/her state license number Section 1403 of Title 20 (405) Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements" (406) Show the size, type, make, model and location of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr exceeds 45,000 Energy conservation design should be for See attached energy packages 24 2/21/86 DEPARTMENT OF HDOSCTG AMD COmDNITY DEVELOPMENT HANDICAPPED ACCKSSlBILITY/ADAPIAiyrT.TTY REGOLATIOHS FOR PRIVATELY FUNDED APARTHERT BUILDINGS TOTALCTG PTVK OR MORE LIYdG UNITS IH THE, APARTMENT BOILDING(S) * FOREWORD- ^Apartment building is one containing three or more dwelling units, townhouses not having all living elements on the accessible floor i e , bath, kitchen, living, sleeping, are exempt, as are condominiums and co-operatives All nonexenpt units must be accessible unless they qualify for the following exceptions EXCEPTION NO 1 When public sidewalks, easements or other paths of travel fronting a building, in which is located a "primary entrance", as defined under subsection 2-147 (k), has a slope of greater than fifteen percent gradient (1 in 6 67) the provisions of this section need not apply EXCEPTION NO 2 When a primary entrance is above or below grade and the first dwelling unit nearest to grade of living accommodations consisting of five or more units per building, is effectively a story six feet above or four feet below grade, the provisions of this secion need not apply unless such dwelling unit is accessible by means of an elevator, ramp or lift to and from a primary entrance EXCEPTION NO 3 If at least $748 00 per accessible unit has been expended to make certain units has been expended to make certain units fully or partially comply with the requirements, no additional expenditure is required If all accessible units do not fully ly with the Title 24 access requirements complete the enclosed form labeled "Documentation of Adaptability/Accessibility Compliance for Apartment Buildings," including the itemized breakdown of those additional project costs incurred to provide those items required to satisfy mandated Title 24 accessibility requirements Al£ MiTS ^_^oe -TO EUSU/VT^Q- (409J Provide notes, or details as appropriate, tWshow that access features being provided comply with the technical requirements described on the enclosed "Title 24 Disabled Access Regulations -Apartment Check List" (410) Provide graphic or tabular data on the Title Sheet of the plans identifying all dwelling units within the apartment buildings, the accessible units that will fully comply, those accessible units that will partially comply and the access features comprising the partial compliance, those accessible units that will have no complying features, and those units considered to be exempt or excluded by the exceptions, and the basis for the exemption or exclusion Please see additional corrections, or remarks, on the following page^rtsw THtTT to fee. A-O-TD feCm rmao IS 25 2/21/86 CARI^BAD R-l SUPPLEMENT Show details for waterproofing masonry walls below grade where interior finished floors exist (City Policy No 80-8) All new residential buildings, including additions, require a soils report Please submit two copies 18 04 260 Section 3802(b)S and 6 added - Automatic Fire Extinguishing Systems Section 3802 (b) of the Uniform Building Code is amended by the addition of Subpara- graphs 5 and 6 to read "5 In all buildings, which are two or more stories in height and where the floor level of one or more stories or a basement lies below the lowest point of vehicular access for fire department apparatus, as determined by the Fire Chief "6 In all buildings, where the aggregate floor area of all floors exceeds 10,000 square feet EXCEPTIONS (i) Where a four-hour rated area separation wall with no openings or penetrations therein has been constructed such that no aggregate floor area between such walls exceeds 10,000 are feet 1' where a sprinkler system has approved and Installed according to the Carlsbad Fire Department Standards for Residential Sprinkler Systems This shall apply only to residential occupancies of Type V construction and the sprinkler system does not qualify the buildings for the area increase or substitutions cited in Chapter 5 of this building code 429 (ill) In residential occupancies of Type V construction, two adjacent two-hour rated fire walls, with no openings, except one approved penetra- tion for utilities, will be permitted The walls must conform to all provisions of the most recently adopted Uniform Building Code and be approved by the Building Official and the Fire Chief" Parapets are not required when a four-hour wood wall is constructed to avoid install- ing a sprinkler system required only by City Ordinance If the wall is also serving as a U B C required sep- aration wall, parapets are required unless the code specified constructions, in - lieu of parapets, Is provided The Fire Department has ruled, and Marty has concurred that a planned unit development, with property lines between (R-3) oust conform to the 10 000 sq ft sprinkler ordinance even though these individual units have two - one hour walls on each side New residential units must be pre-plumbed for future solar water heating Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No 8093) Note "two 3/4" copper pipes must be in- stalled to the most convenient future solar panel location when the water heater is not In a one story garage and is not directly below the most south facing roof (City Ordinance No 8093) All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy) Condensate drains must connect to a wet trap as dry traps are not permitted (Memo 1/14/83) P s T valves cannot drain to an upright sink basin they must drain to floor drain, floor sink or to the outside (Memo 2/2/83) Show fans are duct type City Policy does not permit ductless fans The use of flexible metal conduit as a grounding means must comply with City Policy 84-36 Note horizontal feeders in multiple occupancy combustible frame dwellings, except duplexes, shall be installed underground or outside the building unless approved by the Building Official (City Policy 84-37) UFER Ground is required (City Policy) Show the ampere rating of the electrical service Rotnex is not permitted in industrial buildings No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official Type NM and Type NMC may be used in resi- dential construction not exceeding two stories and three story residential struc- tures if the Building Official approves Provide single line if service exceeds 200 amps Electrical sub-panels cannot be in concealed locations (City Policy 80-10) Condominium units, cither R-l or postage stamp R-3's, less than 1,000 sq ft must have minimum £0 amp service and those over 1,000 sq ft must have min- imum 100 amp service (City Policy 83-33) Provide details of roof drains to show compliance with City Policy 84-35 All structures require fire retardant roof covering In other than single family dwellings, wood beams supporting more than one floor or one roof in a fire-rated floor ceiling assembly must be individually protected per NRB-250, or be changed to steel pro- tected per Table 43-A, or may be fire retardant treated heavy timber or glu-lam, or the area can be sprinklered in lieu of the fire rating (Memo 12/6/83) In type V-lhr we get the 1-hr on the structural beams and columns supporting the exit system Floor drains must have auto-prime (City Policy)i Polybutylene and C P C V piping for residential hot or cold water piping Is not permitted (City Policy) Memo 1/26/82) For R-l occupancy City Ordinance 9792 requires single car garages have minimum clear area 12x20 double garage needs minimum 20x20 No washing machines, etc in clear space The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1U68, to perform the plan check for your project If you have any questions regarding these plan check items, please contact /h*hfcV fttO£gL~ & Sfofl- \kl*Q* at Esgil Corporation Thank you Enclosures 26 2/21/86 Datei Z Prepared by: CITY OF CARLSBAD VALUATION AND PLAN CHECK Q Bldg. Dept. Q Esgil PLAN CHECK NO fe7-S"i BUILDING ADDRESS -L&4& <jrtepy«€<,fll4 APPLICANT/CONTACT BUILDING OCCUPANCY y.-\ /&-\ TYPE OF CONSTRUCTION _\i | PHONE NO, DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION Air Conditionins Conunercial Residential Res or Comm Fire Snrinklers BUILDING AREA VALUATION MULTIPLIER 4--?- 4-7- VALUE 47- A- Total Value Fee Adjusted To Reflect D Energy Regulations (Fee x 1 1) D Handicapped Regulations (Fee x 1 065) Building Permit Fee $ Plan Check Fee $ C 0 M HE a/4/82 WVT A M - 1 Re/tA/0 c 6<sr?f O^TS •JefSYj, i-(fa* i' \ 0) +J n en •ad) rr m O 3o OJ (!) •M Q >. CD 0) 3a; a; a: ENGINEERING CHEC Date 6-11-87 Plan Check No ^7-57 Project Address JEFFEEScyvj /?/?!/ ST $ ^OM£ AV£ Project Name Otpfaesoo HOUSE H Field Check Date By LEGAL REQUIREMENTS Site Plan LEGEND <£> 1,2,3 Item Complete Item Incomplete - Needs Your Action Number in circle indicate plancheck number that deficiency was identified n n=*= =**= U (JQ. Q_ D n P\] /r~\ \ | j[J D D D D D D n n n P D n n 3 U Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improve- ments, right-of-way width and dimensioned setbacks Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns Provide legal description of property Provide assessor's parcel number PERMITS REQUIRED Grading 5 Grading permit required 6 Gradmg plans in plan check PE Need the following completed prior to building permit issuance A Grading plans signed B Grading permit issued Grading completed Certification letter and compaction reports submitted Gradmg inspected and permit signed off by City inspector Right-of-Way Permit required for work m public right-of-way (e g , driveway approach, sidewalk, connection to water mam,etc) Industrial Waste Permit application required To be filled out completely and returned to Development Processing FEES REQUIRED D D D D a a a a D D a a a a REMARKS 10 Park-m-Lieu fees required Quadrant ^ ~~~" , Fee Per Unit 11 Traffic impact fee required Fee Per Unit , Total Fee 12 Bridge and Thoroughfare fee required Fee Per Unit , Total Fee 13 Public facilities fee required 14 Facilities management fee required 15 Additional EDU's required 24 Fee f Total Fee Sewero permit no 16 Sewer lateral required O K to iss T^- If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161 <a roQ CO •U 0) 03 G CO 73(U5 0) C£ 0) 4-1 03 G =tt= =tt= U UQ. a. CD V 0) (U ro =**= Ua. a D a ana ana ana D a a PLANNING CHECKLIST Plan Check No &7~5l REV Address Type of Project and Use 57 UNIT <5&//<>& Zone V ff Use Allowed? YES Side /^&- Rear 5r f NO Setback Front School District San Dieguito Carlsbad Encimtas Discretionary Action Required Environmental Required Landscape Plan Required Comments YES YES YES San Marcos NO Type NO X NO Coastal Permit Required Additional Comments YES NO )( OK TO IS DATE A-1 I ! M- Moos1 <3&~ M - (-ccAre ft CJETI U C PLAN CHECK NO. OJ Sa; > 0)ai a>41roa ZONE: \ ADDRESS TYPE OF PROJECT AND USE SCHOOL DISTRICT SAN DIEGUITO ENCINITAS CARLSBAD .X SAN MARCOS SETBACKS FRONT O£- SIDE O£L ^ ^/^ REAR Q(C DISCRETIONARY ACTIONS: REDEVELOPMENT PERMIT REQUIRED u see. LANDSCAPE PLAN COMMENTS ENVIRONMENTAL REQUIRED (ff 1 L-l COASTAL PERMIT REQUIRED YES ADDITIONAL COMMENTS; NO . X OK TO ISSUE- «.L=/_J.A^-_JL <i cMC 1. rN..-rr-( jAl e Xx IU ^-A_ £ ^ OJj:ucro ENGINEERING LEGAL REqUIREMEN^S LEGAL DESCRIPTION VERIFIED? EASEMENTS EDU' S APN CHECKED? RIGHT-OF-WAY DRAINAGE Q|^ pp. IMPROVEMENTS; p^J^fej Ouolr a^xl^^WkJlk ^~~^ ^ FIELD CHECKHELD CHECK DATE & INITIALS PERMITS REQUIRED FEES REQUIRED PARK-IN-LIEU QUADRANT _ P.F.F. nojtAnn^ TRAFFIC IMPACT FEE PER UNIT fe _ , FEE PER UNIT _ M TOTAL FEE TOTAL FEE FACILITIES MGMT. - SEWER FEE BRIDGE & THOROUGHFARE FEE- GRADING F 0i^Cv^ U DRIVEWAY ^(^izfl^A^WtSvfxrOA Mrw GRADING COMPLETION CERTIFIED & INDUSTRIAL WASTE Afe' !•(CONNECTION) 502 S£/3o3k ^^ SEWER LATERAL 2~-~G>"&£e,JL, -/&20 E ADDITIONAL COMMENTS- c Q OK TO DPD2 DPD6 10/24/86 DATE ~ / 1200 ELM AVENUE CARLSBAD, CA 92008 1989 TELEPHONE (619)4385523 Cttp of Cartebab FIRE DEPARTMENT ^ PLAN CHECK REPORT PAGE1 OF_£L DISAPPROVEDy PLAN'CHECK* PROJECT J< g> r f f v s o n/ ARCHITECT OWNER , ft tit n t>r~/AJ 9 JIL^SPRINKLERED D TENANT IMP ADDRESS ADDRESS .ADDRESS CONST \/-/ L TOTALSO FT |Q - rn •sA r"A& f PHONE PHONE A STORIES TIT: .12 .13 APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of floor plan(s), site plan, sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project Provide specifications for the following Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants) Plan must be approved by the fire department prior to installation The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required /• . ^, r X Ef Automatic fire sprinklers (Design Criteria ^11°A (3 C <-/« H/\ZJ(rO I ££& GrpT) ) "D Dry Chemical, Halon, COa (Location ' ' ' ) D Stand Pipes (Type P Fire Alarm (Type/Location _ Fire Extinguisher Requirements C3 One 2A rated ABC ex'inguisher for each extinguisher not to exceed 75 ,feet of travel D An extinguisher with a minimum rating of | (L&eAL /\Ler1~j/>J<f#.) . sq ft or portion thereofwitn a travel distance to the nearest _ to be located Other /?*~ fj (n Additional fire hydrant(s) shall be provided AS fJeenea /^ont fif./f(> ep,»1 <jr*f/0i0i<0*S. ' /EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort A sign stating, " This door to remain unlocked during business hours shall be placed above the mam exit and doors lAjLfj ur,L, I 7 ^/r EXIT signs (6" x 3/t" letters) shall be placed over all required ex ills and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil ing is to be done, comply with Uniform Fire Code, Article 81 Additional Requirements f/o n r ^ AM j? Q Q'J 4 r° f/, /<. 15 Comply with regulations/on attached sjieet(s) Plan Examiner /. -/<arf.i^MFZstS/l- Report mailed to architect .Met with Date- . Attach to Plans A> PAGE 2 OF CARLSBAD FIRE DEPARTMENT PLAN CHECK REPORT PROJECT PLAN CHECK Drapes and other decorative materials shall be flame retardant Certification thereof shall be provided Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative mater la 1 -Interior finish shall conform with Title/9 California Administrative Code regulations ' Fireplaces and other appliances employing open flames shall have metallic guards 1,7- Loose chairs exceeding 299 shall be bonded together in groups of 3 or more ^Storage and janitor closets shall be of one-hour construction with all openings protected with 3A hour self closing and latching assemblies An approved fire alarm or two-way communication system shall be provided per Title 2k, California Administrative Code JVC** i - **T n occupant capacity sign, with minimum pne inch letters and numbers, shall be posted near main exit ( / 5 square feet per person) ^e^i^jiL- Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort Irs 'A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to main exit door ("EXIT" signs shall be in block letters mmimum 6 inches high face of sign shall be 50 lux ~—-— f^ Luminance on " signs shall be electrically illuminated and energized from separate its Show on electrical plan(s) ____2,5.- One of the above circuits shall be part of the emergency lighting system 26 / An "EXIT" sign shall be posted over exit door S-^-^— /? 21 28 _29 X 30 and directional signs located Show locations on floor plan(s) Approved panic hardware shall be provided on exit doors Show on door schedule shall be of one-hour construction with door open-Corn dor ings protected with 20 minute self closing and latching assemblies An additional exit door shall be provided in _per Uniform Buijdmg Code, Chapter 33 Plan Examiner Date 1200 ELM AVENUE CARLSBAD, CA 92008 1989 Citp of Cartefrafc FIRE DEPARTMENT . PAGE1 OF. i CLcrnvjiNu (619)4385523 "i*" f° / /PROJECT ^ior i P»-<sr -v/ /**u^, \ , ARCHITECT ^/ 1 • f t*-W ' f/"vo nWNFR A^M /£ £."* i-tit-if ~ fee - i i1 nor.iiPANir.Y P->/A~ 'i -^ CONST i i 0 SPRINKLERED D TENANT IMP 7" » ^t/ r, i ^ i ' -i' S /» ^ X / PLAN CHECK REPORT X X' ?/- ADDRESS A^^iS vf^ff.-", /i/ APPROVED DISAPPROVED X PLAN CHECK# ^ / "> ADDRESS 3rt?3/* ^r» ,° r- PHONE *'/-*•'*->- ADDRESS •C*/>^v%*>/t^ PHONE <? ^r <& \f- ' ; TOTAl SO FT W/3tfO I STORIES /2V i >f% C r '• i,i> "> ™7 ?O 1. / O i ^ ftf APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS 1 w_ 2 3 ±14 > 9 10 .11 .12 .13 PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of floor plan(s), site plan, sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project Provide specifications for the following Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical halon, COz, alarms, hydrants) Plan must be approved by the fire department prior to installation The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required _ S / • / —X £3 Automatic fire sprinklers (Design Criteria ><'•"•« -^ tl Dry Chemical, Halon, CO2 (Location D Stand Pipes (Type Fire Alarm (Type/Location / At- Fire Extinguisher Requirements D One 2A rated ABC extinguisher for each f n " extinguisher not to exceed 75 feet of travel D An extinguisher with a minimum rating of sq ft or portion thereof with a travel distance to the nearest _ to be located Other &fr 'C y 8 Additional fire hydrant(s) shall be provided . EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort A sign stating, This door to remain unlocked during business hours shall be placed above the mam exit and doors A ,* *. < ti / - H t_ f~>i~*. i~ 7 & f /)'* iViir/^j~ ~ EXIT signs (6' x 3A ' letters) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil mg is to be done comply with Uniform Fire Code, Article 81 JL_14 Additional Requirements *l$.S/>lf f *J {-/>>/>//J. l -\tti-*- /?( s)J4 i ft A A//) •rn f r .15 Comply with regulations^on attached sheet(s) > Plan Examiner Date-f<y-*7 Report mailed to architect . Met with .Attach to Plans CARLSBAD FIRE DEPARTMENT 2IOF A PLAN CHECK REPORT PROJECT H b^<^ ^J_l _ _ PLAN CHECK ," ft 7~~ X J ** Drapes and other decorative materials shall be flame retardant Certification thereof shall be provided Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative mater i a 1 _J>S_J 5 Interior finish shall conform with Title /9 California Administrative Code regulat ions ' _ _ '& Fireplaces and other appliances employing open flames shall have metallic guards _ '7 Loose chairs exceeding 299 shall be bonded together in groups of ^ or more 8 Storage and janitor closets shall be of one-hour construction with all openings protected with 3A hour self closing and latching assemblies 9 ^n approved fire alarm or two-way communication system shall be provided per Title 2k , California Administrative Code _ X 20- An occupant capacity sign, with minimum one inch letters and numbers, shall be posted near main exit ( / 5 _ square feet per person) l_c M-A^O <L_ y 21 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort X 22 A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to mam exit door /g^/^pe. u" X 23 "EXIT" signs shall be in block letters minimum 6 inches high Luminance on face of sign shall be 50 lux _ y 2M "EXIT" signs shall be electrically illuminated and energized from separate circuits Show on electrical plan(s) _ 25 One of the above circuits shall be part of the emergency lighting system _ A 2 6 An "EXIT" sign shall be posted over exit door _ S-*-*2— /? Cfvx? /*J _ and directional signs located Show locations on floor plan(s) _27 Approved panic hardware shall be provided on exit doors Show on door schedule 28 Corridor shall be of one-hour construction vith door open- ings protected with 20 minute self closing and latching assemblies 29 An additional exit door shall be provided in per Uniform Building Code, Chapter 33 *X 30 • i Plan Examiner Date BYt CHKD BY DAIt DA re SUtJJt-CT SHELTNO ' OF JOB NO 7 V BY *DATE SUBJECT SHEET MO&UjKGr CHKD BY ______ DATE V ^ . O y X, 1-5 <jx.se* BY CHKD BY OATB DATE SUBJECT SHEET NO _>£1 OF JOB •y/x A? MAX ^ *Z <r/7fitfi)y&ftff)fi?<fz)- /&^!0.&)(gj^ /- BY( _ * CHKD BY OATS DATE SUBJECT..SHEET NO JOS NO OF XX- , BY » CHKD BY DATE DATE SUBJECT ._SHEET NO G»* JOB ____ T / iSf- X \x ~ V BY CHKO BY DATE DATE SUBJECT .SHEET NO _/I OF JOB NO ^ /Z.77 8Y CMKD BY DATE DATE SUBJECT SHEETNO JOB NO \\ I 7 r BY CHKD BY DATE DATE SUBJECT SHEET NO 4~x— OPNO qp/, Id' <74?te) r ll-f , - BY. CHKO BY DATE DATE SUBJECT SHEET NO JOB NO OF p r #-3 BY CHKO 8V DATE. _ DATE SUBJECT SHEET NO^L-S?_ _L_OF JOB NO ccr 7 nr . CHKO BY DATE _ DATE SUBJECT ------SHEET NOlCZnXoi ion BY CHKD BY - DATE DATE SUBJECT. to y- = ^^ z.- *• ^^ ^ w«> SHEET JOB BY CHKO BY DATE- DATE SUBJECT SHEET NI JOBN BY CHKO BY r - DATE DATE SUBJECT _SHEET NO £. JTOF JOS NO / BY CHKO BY DATE. DATE. SUBJECT .7 SHEET NO^tH. *!?OF JOB NO / us, BY CHKD BY DATE. DATE SUBJECT _ : s ,£LZ<SHEET NO iT -- OF JOB NO &0.<f*~ 27, " J> ^ r*/. ^a ^ &>.ij0•*i*(i*s-*&'*S)(3fr /.1SX&" .nxlf-.&xv BY _j CHKO BY DATE DATE SUBJECT SHEET NO Z=±.J*== OF . JOB NO - ----- Y 7T*. 2*e, BY DATE DATE SUBJECT -4fe'./_SHEET NO-4fe'._OP Jpp -z, s.* // BY < CHKD BY — DATE DATE SUBJECT SHEET N JOB NO ') \ < BY CHKO BY DATE DATE SUBJECT SHEET tt JOB MO ~~. / "%- BY CHKO av .DATE DATE SUBJECT SHEETN JOS NO OF v/- BY CHKD BY DATE DATE. SUBJECT SHEET NOjL Of joa NO I-TT w o1 ft BY CHKO BY DATE DATE SUBJECT SHEET JOB NO OF /x<z.</ ^^fT **~JT"f __ OATE - CHKD BY . , DATE SUBJECT SHEET ff* , k.N BY CHKD BY DATE DATE SUBJECT _ BY CHKO BY DATE DATE SUBJECT SHEET N JOB NO X BY CMKD BY -, DATE DATE SUBJECT SHEET JOB NO OF BY CHKD OV DATS DATE SUBJECT SHEET M JOB NO . OF _ *""X' BY CMKD BY DATE DATE SUBJECT _.SHEET No-!=*L OF JOB NO V6 \/i Vis: Tf/J (2)z 1 r r. si - 2. DATE SUBJECT SHEET CHKO BY— DATS: O *F ^/— CHKO BY DATE DATE SUBJECT SHEET JOB NO, &>T~SS? ^7^ * ^^V*^^gag - es, &&$ fZ<>1+ /&f? <*4b&9 _i fro- ZA) BY CHKO BY __ SUBJECT DATE __ SHEET Ht JOS NO •7776' BY- CHKD BY - - DATE DATE. SUBJECT * - A3 </ w -' /^i CHKO BY — DATE DATE. SUBJECT SHEET JOB NO. N0«£.-j£6? xV ^ O .. DATE CHKD. BY -- DATE SUBJECT SHEET JOB tt - 7A) ~ . — / <tv r—tr— r-r PATE CHKO. BY DATE . SUBJECT. ) Vf.\ (*&/*) (*! + /&/&&/*)+• • T f Leighton and Associates f 1 f f 1 \ I LEIGHTON and ASSOCIATES •^ INCORPORATED SOIL ENGINEERING GEOLOGY GEOPHYSICS GROUND WATER HAZARDOUS WASTES FOUNDATION INVESTIGATION, PROPOSED THREE-STORY APARTMENT BUILDING, SOUTH- EAST CORNER OF JEFFERSON STREET AND HOME AVENUE, SAN DIEGO COUNTY ASSESSOR'S MAP BOOK 203, PAGE 20, LOTS 14 THROUGH 18, CARLSBAD, CALIFORNIA i I i I I I i I i I I June 10, 1986 Project No 8860705-01 Prepared for RICK ENGINEERING COMPANY 5620 Friars Road San Diego, California 92110 Attention Mr Bill Dumke 5421 AVENIDA ENCINAS SUITE C CARLSBAD CALIFORNIA 92008 (619) 931 9953 • (800) 447 2626 I I t t LEIGHTON and ASSOCIATES INCORPORATED SOIL ENGINEERING GEOLOGY GEOPHYSICS GROUND WATER June 10, 1986 HAZARDOUS WASTES Project No 8860705-01 i TO Rick Engineering Company 5620 Friars Road San Diego, California 92110 ATTENTION Mr Bill Dumke SUBJECT Foundation Investigation, Proposed Three-Story Apartment Building, Southeast Corner of Jefferson Street and Home Avenue, San Diego County Assessor's Map Book 203, Page 20, Lots 14 Through 18, Carlsbad, California i i t i i i In accordance with your signed authorization dated April 24, 1986, we have conducted a preliminary geotechnical foundation investigation of the subject site The accompanying report presents a summary of our investigation and provides conclusions and recommendations relative to site development If you have any questions regarding our report, please do not hesitate to contact this office We appreciate this opportunity to be of service Respectfully submitted, LEIGHTON AND ASSOCIATES, INC \ RLW/AG/RW/lk Distribution (4) Addressee Ahmad Ghazinoor, RCE 34692 Project Geotechnical Engineer Rodney y Weick, CEG 1094 Chief Engineering Geologist 5421 AVENIDA ENCINAS SUITE C CARLSBAD CALIFORNIA 92008 (619) 931 9953 • (800) 447 2626 8860705-01 TABLE OF CONTENTS I I I I • i Section 1 0 INTRODUCTION 2 0 SITE DESCRIPTION AND PROPOSED DEVELOPMENT 2 1 Site Description 2 2 Proposed Development 3.0 SUBSURFACE EXPLORATION AND LABORATORY TESTING 4.0 GEOTECHNICAL CONDITIONS 4 1 Regional Geology 4 2 Site Geology 4 3 Geologic Structure 4 4 Ground Water 5 0 FAULTING, SEISMICITY AND LIQUEFACTION 5 1 Faulting 5 2 Seismicity 5 3 Liquefaction 6 0 CONCLUSIONS 7 0 RECOMMENDATIONS 7 1 Earthwork 7 1.1 Site Preparation 712 Excavations 713 Trench Excavation and Backfill 714 Fill Placement and Compaction 7 1.5 Expansive Soils 7 2 Drainage 7 3 Foundation and Slab Design Considerations 731 Foundations 732 Floor Slabs 7 4 Lateral Earth Pressures and Resistance 7 5 Type of Cement for Construction 7.6 Corrosivity 7 7 Pavement Sections 7.8 Construction Observation t>» Page 1 3 3 3 4 5 5 5 5 5 6 6 6 7 8 8 8 8 8 9 9 9 9 10 10 10 11 11 11 11 LJLJ LEIGHTON and ASSOCIATES INCORPORATED i t 8860705-01 TABLE OF CONTENTS (Continued) f w t t LIST OF ILLUSTRATIONS Tables Table 1 - Seismic Parameters for Active Faults Figures Figure 1 Figure 2 Figure 3 Site Location Map Trench Location Map Fault Location Map APPENDICES Appendix A - References Appendix B - Trench Logs Appendix C - Sampling and Laboratory Test Results Appendix D - General Earthwork and Grading Specifications Page Rear of Text Rear of Text Rear of Text i i i 11 >=>=* ULJ LEIGHTON and ASSOCIATES INCORPORATED I I I I si ari i I 1 0 INTRODUCTION This report presents the results of our geotechmcal foundation investigation at the subject site The purpose of the investigation was to identify and evaluate the geotechmcal conditions present on the site and to provide conclusions and geotechmcal recommendations regarding the proposed development Our scope of services of the investigation included • Review of available pertinent, published and unpublished geologic literature and maps (Appendix A) • Aerial photographic analysis to assess the general geology and possible faulting (Appendix A) • Field reconnaissance of the existing on-site geotechmcal conditions • Subsurface exploration consisting of the excavation, logging, and sampling of four exploratory backhoe trenches The logs of the trenches are presented in Appendix B • Appropriate laboratory testing of representative, undisturbed and bulk soil samples obtained from our subsurface exploration program (Appendix C) t Geotechmcal analysis of field data and laboratory test results • Preparation of this report presenting our findings, conclusions, and recommen- dations with respect to the proposed development i I I 9 i ^C«" ULJ LEIGHTON and ASSOCIATES INCORPORATED I I at i Carlsbad Beach SWe\Park BASE MAP Aerial Foto-Map Book, 1985, Page 7D 2000 4000 scale feet RICK / CARLSBAD CARLSBAD, CALIFORNIA Figure 1 SITE LOCATION MAP Project No 4851065-01 ULJ LEIGHTON and ASSOCIATES INCORPORATED 8860705-01 P I I I If *-! I I i I 2 0 SITE DESCRIPTION AND PROPOSED DEVELOPMENT 2 1 Site Description The 140-foot by 246-foot rectangular subject site is located on the southeast corner of Jefferson Street and Home Avenue in Carlsbad, California (see Site Location Map, page 2). The relatively level parcel encompasses approximately 0 8 acre of land Site vegetation primarily consists of grasses, ice plant, flowers, shrubs, and trees scattered throughout the site Based on communication with a representative of Rick Engineering Company, it is our understanding that the large Magnolia tree located in the middle portion of the site along Jefferson Street is to remain Existing development on the site consists of three relatively old, one- and two-story residential structures with associated fences and underground utilities It is our understanding, based on our conversation with Mr Mick Ratican, that the existing residential structures are to be razed Conversations with a representative of the Pacific Telesis Company indicate that an underground trunk communication line is located along the eastern edge of Jefferson Street 2 2 Proposed Development Based on our conversations with the Rick Engineering Company, we understand that the proposed site development will consist of a three-story, multi- unit, apartment structure with associated surface parking and improvements Detailed project plans were not available at the time of this report However, building loads are assumed to be typical for this type of conven- tional structure It is anticipated that only minor grading will be necessary to bring the site to finished grade Because of the intended residential use of the proposed structure, we assume that large, vibratory equipment is not anticipated within the structure i I 9 t - 3 -\&fy JLJ LEIGHTON and ASSOCIATES INCORPORATED I 8860705-01 3 0 SUBSURFACE EXPLORATION AND LABORATORY TESTING I I I I I I I i i Our subsurface exploration program consisted of the excavation of four ex- ploratory backhoe trenches excavated to a maximum depth of 6 feet The approximate locations of the trenches are shown on the Trench Location Map (Figure 2) The purpose of this program was to evaluate the physical charac- teristics of the on-site soils pertinent to the proposed development The trenches were logged and sampled by a geologist from our firm Bulk and rela- tively undisturbed samples (drive cylinder) of the soils encountered were obtained for laboratory testing Logs of the trenches are presented in Appendix B Subsequent to logging and sampling, all trenches were backfilled Appropriate laboratory testing was performed on representative samples to evaluate the density, strength, grain size, and chemical characteristics of the subsurface soils A discussion of the laboratory tests performed and a summary of the laboratory test results are presented in Appendix C Moisture and density test results are provided on the trench logs (Appendix B) i i i i i i - 4 -vz-" JLJ LEIGHTON and ASSOCIATES INCORPORATED I 8860705-01 4 0 6EOTECHNICAL CONDITIONS I I If If 1 I I I 4 1 Regional Geology The subject site is situated in the coastal section of the Peninsular Range Province, a California geomorphic province with a long and active geologic history throughout southern California Through the last 54 million years, the area known as the "San Diego Embayment" has undergone several episodes of marine inundation and subsequent marine regression This has resulted in a thick sequence of marine and nonmarine sediments deposited on rocks of the southern California batholith with relatively minor tectonic uplift of the area 4 2 Site Geology Based on our subsurface exploration (Appendix B), aerial photographic analysis, and review of pertinent geotechnical literature and maps (Appendix A), the site is entirely underlain by Pleistocene terrace deposits typical of the Carlsbad area These deposits predominantly consist of red- brown and yellow-brown, moist to very moist, medium dense to dense, slightly silty to silty, fine- to medium-grained sand The Pleistocene terrace deposits were noted to be moderately to very friable A thin (approximately 1-foot thick), slightly weathered zone was noted mantling the Pleistocene terrace deposits on the site. Based on laboratory testing and visual classification, the Pleistocene terrace deposits on the site generally have a relatively high shear strength and a low expansion potential 4 3 Geologic Structure Our subsurface exploration indicates that the Pliestocene terrace deposits on the site were generally massive with no apparent structure Pertinent geotechnical literature and review of nearby bedrock exposures indicate the sedimentary formational soils are generally flat lying No major folding of the sedimentary units are known or expected to exist at the site 4 4 Ground Water Ground water was not observed or encountered during our investigation I I I i - 5 -V£5^ LJU LEIGHTON and ASSOCIATES INCORPORATED II I I I I 8860705-01 tr I •=r I I i 5 0 FAULTING, SEISMICITY, AND LIQUEFACTION 5 1 Faulting A review of available geologic literature and aerial photos pertaining to the subject site indicates that there are no known active faults crossing the property Further, there was no evidence of faulting encountered during our investigation The nearest active regional faults are the Elsinore fault, located approximately 22 miles northeast of the site, and the Coronado Banks fault zone, located offshore approximately 23 miles southwest of the site Figure 3 indicates the location of the site in relationship to known major faults in the San Diego region 5 2 Seismicity The seismic hazard most likely to impact the subject site is ground shaking following a large earthquake on one of the major active regional faults Table 1 indicates probable seismic events that could produce ground shaking at the study area Included in Table 1 are the distances to the faults, maximum credible and probable earthquakes, and the expected peak horizontal bedrock accelerations The Elsinore fault is the most likely to affect the site with ground shaking should an earthquake occur on the fault A maximum probable event on the Elsinore fault could produce a peak horizontal bedrock acceleration of about 0 18g For design purposes, two-thirds of the peak horizontal bedrock acceleration may be assumed for the design ground acceleration The effects of seismic shaking may be mitigated by adhering to the Uniform Building Code or state-of-the-art seismic design parameters of the Structural Engineers Association of California / I t i I I 5 3 Liquefaction Liquefaction and dynamic settlement of soils can be caused by strong vibratory motion due to earthquakes Both research and historical data indicate that loose, saturated, granular soils are susceptible to liquefac- tion and dynamic settlement, while the stability of silty clays and clays is not adversely affected by vibratory motion Liquefaction is typified by a total loss of shear strength in the affected soil layer, thereby causing the soil to flow as a liquid This effect may be manifested by excessive settlements and sand boils at the ground surface An analysis of the liquefaction potential of the Pleistocene terrace deposits on the site cannot be determined without an extensive subsurface investigation which was beyond the scope of this study However, based on the relatively dense nature of these materials, as observed in our subsur- face investigation, it is our professional opinion that the on-site Pleistocene terrace deposits do not have a significant potential for liquefaction - 6 -'-£?-=» LJU LEIGHTON and ASSOCIATES INCORPORATED iTI I I I 8860705-01 I I I I I I I 6 0 CONCLUSIONS Based on the results of our preliminary geotechnical investigation of the site, it is our opinion that the proposed development is feasible from a geotechnical standpoint provided the following conclusions and recommendations are incor- porated into the project plans and specifications The following is a summary of the main geotechnical factors which may effect development of the site • Our investigation indicates that the on-site formational soils have relatively high shear strength characteristics for foundation support • Active faults are not known to exist on or in the vicinity of the site • The maximum anticipated bedrock acceleration on the site is estimated to be approximately 0 18g based on a maximum probable earthquake of Richter Magnitude 6 7 on the active Elsinore fault • No ground water was encountered during our investigation, nor is ground water anticipated to be encountered during site excavation and construction • The proposed residential structure and associated parking areas are situated entirely on formational soils with a low expansion potential • Based on laboratory testing and visual classification, the Pleistocene terrace deposits on the site generally have a relatively high shear strength and a low expansion potential I I I 1- - 7 -v£>y LJLJ LEIGHTON and ASSOCIATES INCORPORATED I I I I I I I t I I I I I t I I- 8860705-01 7 0 RECOMMENDATIONS 7 1 Earthwork We anticipate that earthwork at the site will consist of site preparation, excavation, and backfill We recommend that earthwork on site be performed in accordance with the following recommendations and the General Earthwork and Grading Specifications included in Appendix D In case of conflict, the following recommendations shall supersede those in Appendix D 711 Site Preparation Prior to grading, all areas to receive structural fill or engineered structures should be cleared of surface and subsurface obstructions, including any existing debris, and stripped of vegetation. Removed vegetation and debris should be properly disposed of off site Holes resulting from removal of buried obstructions which extend below finished site grades should be replaced with suitable compacted fill material All areas to receive fill and/or other surface improve- ments should be scarified to a minimum depth of 10 inches, brought to near-optimum moisture conditions, and recompacted to at least 90 percent relative compaction (based on ASTM D1557-78) 712 Excavations Excavation of the on-site soils may be accomplished with conven- tional, heavy-duty grading equipment Due to the cohesionless and friable nature of the on-site soils, temporary excavations such as utility trenches with vertical sides may not be stable Excavations deeper than 5 feet should be shored or should be laid back to 1 1 (horizontal to vertical) if workers are to enter such excavations All trench excavations should be made in accordance with OSHA requirements 713 Trench Excavation and Backfill Excavation of utility trenches and foundations in the on-site soils appears to be generally feasible with light-duty backhoe equipment The on-site soils may be used as trench backfill provided they are screened of organic matter, debris, and rock fragments greater than 6 inches in diameter Trench backfill should be compacted in uniform lifts (not exceeding 8 inches in thickness) by mechanical means to at least 90 percent relative compaction (ASTM D1557-78) - 8 -nuu LEIGHTON and ASSOCIATES INCORPORATED I I I &- I I T I I I i i I i 8860705-01 714 Fill Placement and Compaction The on-site soils are generally suitable for use as compacted fill provided they are free of organic material and debris All fill soils should be brought to near-optimum moisture conditions and compacted in uniform lifts to at least 90 percent relative compaction based on laboratory standard ASTM D1557-78 The optimum lift thickness required to produce a uniformly compacted fill will depend on the type and size of compaction equipment used In general, fill should be placed in lifts not exceeding 8 inches in thickness Placement and compaction of fill should be performed in general accordance with local grading ordinances, sound construction prac- tice, and the General Earthwork and Grading Specifications presented in Appendix D Materials placed within 3 feet of finished grade should be comprised of nonexpansive soils and contain no fragments over 6 inches in diameter 715 Expansive Soils Soils encountered on site were generally found to have a very low potential for expansion Expansive soils will probably not be a constraint to development at the subject site 7 2 Drainage Surface drainage should be controlled at all times The subject residential structure should have appropriate drainage systems to collect roof runoff Positive surface drainage should be provided to direct surface water away from the structure, toward the street or suitable drainage facilities Positive drainage may be accomplished by providing a minimum 2 percent gradient from the structure Ponding of water should be avoided adjacent to the structure The need for surface drainage devices is within the purview of the design civil engineer I I i 7 3 Foundation and Slab Design Considerations Foundations and slabs should be designed in accordance with structural considerations and the following recommendations These recommendations assume the soils encountered within 3 feet of pad grade will have a very low potential for expansion This should be evaluated, as necessary, during grading Subgrade soils should be thoroughly moistened prior to placement of concrete or moisture barriers i - 9 -\=>y ULJ LEIGHTON and ASSOCIATES INCORPORATED I I I I I ari i * a •j B*- ii i 8860705-01 731 Foundations The proposed three-story structure may be supported by conventional, continuous, perimeter, or isolated spread footings extending a minimum of 24 inches beneath the lowest adjacent finished grade At this depth, footings may be designed for a maximum allowable bearing pressure of 3,000 pounds per square foot if founded into competent formational soils. The allowable pressures may be increased by one- third when considering loads of short duration such as wind or seismic forces The minimum recommended width of footings is 18 inches for continuous footings and 24 inches for square or round footings Footings should be designed in accordance with the structural engineer's requirements and have a minimum reinforcement of two No 4 rebars (one top and one bottom) Lateral loads may be resisted by assuming a passive lateral earth pressure of 300 psf per foot of depth A coefficient of friction of 0 35 between concrete and soil may also be assumed Passive and frictional resistance may be combined provided the passive portion does not exceed two-thirds of the total lateral resistance 732 Floor Slabs Floor slabs should be at least 4 inches in thickness and be rein- forced with 6x6-10/10 wire mesh placed midheight in the slab Slabs should be underlain by a 2-inch layer of clean sand over a 6-mil Visqueen moisture barrier Garage slabs, from a geotechnical standpoint, do not require a moisture barrier beneath the sand layer The potential for slab cracking may be reduced by careful control of II water/cement ratios The contractor should take appropriate curing L precautions during the pouring of concrete in hot weather to minimize cracking of slabs All slabs should be designed in accordance with a structural considerations 74 Lateral Earth Pressures and Resistance jf- Embedded structural walls should be designed for lateral earth pressures exerted on them The magnitude of these pressures depends on the amount of deformation that the walls can yield under load If the wall can yield enough to mobilize the full shear strength of the soil, they can be designed for "active" pressure If the wall cannot yield under the applied load, the full shear strength of the soil cannot be mobilized and the earth pressure will be higher Such walls should be designed for "at rest" conditions If a structure moves toward the soils, the resulting resistance developed by the soil is the "passive" resistance nLJLJ LEIGHTON and ASSOCIATES INCORPORATED I I II I I 1st 3 I I I I I 8860705-01 The recommended equivalent fluid pressure for each case for walls founded above the static ground water table is provided below Equivalent Fluid Pressure Cantilever wall (yielding) 32 pcf Restrained wall (nonyielding) 50 pcf 3- Passive resistance 300 pcf The above pressures assume nonexpansive (imported), level backfill and free- draining conditions Nonexpansive backfill should extend horizontally at least 0 5H from the back of the wall where H is the wall height Retaining walls should be provided with appropriate drainage as shown in Appendix D Wall footings should be designed in accordance with the previous building foundation recommendations as stated in Section 731, and reinforced in accordance with structural considerations 7 5 Type of Cement for Construction Concrete in direct contact with soil or water that contains a high con- centration of soluble sulfates can be subject to chemical deterioration commonly known as "sulfate attack " Based on U S Bureau of Reclamation criteria, the potential for sulfate attack is negligible for sulfate contents ranging from 0 to 150 p p m Soluble sulfate contents of samples tested at this site were within this range (Appendix C) Foundation members and flatwork should not require the use of sulfate-resi stant cement Therefore, Type I or II cement may be used for construction purposes 7 6 Corrosivity Minimum resistivity and pH tests were performed on representative samples of the subgrade soils (Appendix C) Based on our results, the site soils are mildly corrosive 7 7 Pavement Sections I I I I I I Design of pavements was not included within the scope of this report Pavement sections will depend largely on the subgrade soil conditions exposed after grading and should be based on R-value testing Pavement sections can be provided upon completion of grading 7 8 Construction Observation The recommendations provided in this report are based on preliminary structural design information for the proposed facilities, and subsurface conditions disclosed by widely spaced borings The interpolated subsurface conditions should be checked in the field during construction by repre- sentatives of Leighton and Associates, Inc Final project drawings should be reviewed by the geotechnical engineer prior to beginning construction - 11 -nJLJ LEIGHTON and ASSOCIATES INCORPORATED I I I I V3TI I I I I I I I I 8860705-01 Construction observation and testings should be performed by representatives of the geotechnical consultant during the following stages • During placement of all compacted fills including pavement base material • During retaining wall excavations. • During placement of backfill for utility trenches and retaining walls t When any unusual soil conditions are encountered during any construction subsequent to this report I I I 3 I I - 12 -Vt^cy JU LEIGHTON and ASSOCIATES INCORPORATED •AV QNVdO COI I 'AV o«o ou o«o I-co zo CO DC UJ Li. LL UJ I < 13O erCO £ss 5 *z O UJO UJ xoz UJcc cco H- <ac O_i Q. X UJ u.o zo p oo.J UJ 2 x Occ Q.a. a.< a 09 oo oz LJJ DC z g t-co UJ o COt 2 _j UJ X O DC Q. Q. D o CM O O) CO Q. O CM JCoo CO aoa co«i_o 09 0) 09 CO O) ,w ">4^c 3 O O o O)e c CO CO eo aco•o I •ff i i* I i T I I ^ I I I 8860705-01 TABLE 1 SEISMIC PARAMETERS FOR ACTIVE FAULTS Fault Coronado Banks Elsinore San Jacinto Newport-Inglewood Agua Blanca/ Distance From Fault To Site (Miles) 23 22 47 47 56 Rick/Carlsbad Maximum Credible Earthquake Richter Magnitude 6 5 7 5 7 5 7 0 7 5 / MAXIMUM PROBABLE EARTHQUAKE (Functional Basis Earthquake) Peak Bedrock/ Repeatable Horizontal Ground Richter Acceleration Magnitude (Gravity) 60 0 12 67 0 18 72 0 10 65 0 05 70 0 06 San Clemente San Andreas 71 8 5 8 3 0 08 i i i i i i * I ff I f* "f ',i i * •> tn} i » * J} * j t!'if ' •*» I v , s f ->f < * " '» " }' ' A ' ! / , I : H ' I I, ,$ j r "ft (J> W '.••"-.•- ' ,, «• i ' j ',1 ' ', ! t i ) •> * < ,2 -,! U* ^' /'' \ <^ * <} V tM r »- . < ? :nirf-.-;,;• -r :>' ^v/, T" *i5« »»• v^\ i • Wil^^./ibi^^^^^^^^ ^i;*;'•^W^?^*^.>?^' l-rr-'^'K ^:>^ h\;h?y;^X?A,^1::**' jt ->' ' " ' 4 . ' '*-,'. < v , \ .« / i t , _}^ , ' ' i ' ' ' ' ' ' * i TV ' , ' ' , ) * , , '« ,' ,' i I f I I I i t i i APPENDIX A »'! •• t? i *, JL K:* * o$v, uv t 4u '! r ^** " !f ^ >. j ' 4 "i ^ 1 i s * l , >>' \ * ^V8 V^^f *' LEIGHTON and ASSOCIATES INCORPORATED i,^i4 -' / I f f f f i i f 3T -?r ""I i <sr *i i i •? i i 8860705-01 APPENDIX A REFERENCES 1 Albee, A L , and Smith, J L , 1966, Earthquake characteristics and fault activity in southern California in Lung, R and Proctor, R , editors, Engineering Geologists, Special Publication, dated October 2 Allen, C R , Amand, P , Richter, C F , and Nordquist, J M , 1965, Relationship between seismicity and geologic structure in southern California, Seismological Society of America Bulletin, Vol 55, No 4, pp 753-797 3 Bolt, B A , 1973, Duration of strong ground motion, Proc Fifth World Conference on Earthquake Engineering, Rome, Paper No 292, pp 1304-1313, dated June 4 Bonilla, M J , 1970, Surface faulting and related effects in Wiegel, R (editor) Earthquake Engineering, Prentice-Hall, Inc , New Jersey, pp 47-74 5 California Division of Mines and Geology, 1975, Fault map of California, geologic data map No 1, faults, volcanoes, thermal springs, and thermal wells 6 Carlsbad, City of, 1975, Geologic and seismic safety element, City of Carlsbad, dated March 7 Greensfelder, R W , 1974, Maximum credible rock acceleration from earthquakes in California, California Division of Mines and Geology, Map Sheet 23 8 Lamar, D L , Menfield, P M , and Proctor, R J , 1973, Earthquake recurrence intervals on major faults in southern California in Moran, D E , Slosson, J E , Stone, R 0 , Yelverton, California, editors, 1973, Geology, Seismicity, and environmental impact Association of Engineering Geologist, Special Publication 9 Leighton and Associates, Inc , Unpublished in-house data 10 Ploessel, M R , and Slosson, J E , 1974, Repeatable high ground accelera- tions from earthquakes-important design criteria, California Geology, Vol 27, No 9, dated September A - i 3^ -5- I &- _2T I ^r I » I eg- I "S i f i I i i i 8860705-01 APPENDIX A (Continued) 11 Schnabel, B and Seed, H B , 1974, Accelerations in rock for earthquakes in the western United States, Bulletin of the Seismological Society of America, Vol 63, No 2, pp 501-516 12 Seed, H B , Idriss, I M , and Kiefer, F W , 1969, Characteristics of rock motions during earthquakes, Journal of Soil Mechanics and Foundations Divisions, ASCE, Vol 95, No SM5, Proc Paper 6783, pp 1199-1218, dated September 13 Seed, H B , 1979, Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes, ASCE, GT2, p 201, dated February 14 Seed, H B , Idriss, I M , and Arango, Ignacio, 1983, Evaluation of liquefac- tion potential using field performance data, ASCE JGE, Vol 109, No 3, p 458, dated March 15 Weber, F Harold Jr , 1982, Recent slope failures, ancient landslides and related geology of the north-central coastal area, San Diego County, California, California Division of Mines and Geology, Open File Report 82-12, LA 16 Wilson, K L , 1972, Eocene and related geology of a portion of the San Luis Rey and Encinitas quadrangles, San Diego, California AERIAL PHOTOGRAPHS Source Flight Photo Nos Scale Date San Diego County AXN-14M 19 and 20 1"=2,000' 5-02-53 San Diego County AXN-8M 102 1"=2,000' 4-11-53 A - 11 II ..•.', ;!- ' M IAI ^ I' *• £ P > t i ^ / *> •**""' A > * <^ V >!/"j¥^^- !'" '• -.'• "IK '.^§.? ' * { , " i i T-* t-f'I f -i * * «, w ' i I I I I i i i I y*^/; CO APPENDIX B ''. i^f°\'K ««»n LEIGHTON and ASSOCIATES INCORPORATED LOG OF TRENCH NOPROPERTIES 3—i TJ O DC oo o ra .c s- rc O U ce o 03 J-J U > — i O a. o—4aiajJJZ— HJzJ Density(pcf)MoistureSampleNo11 £> C S Project Number 8860705-01 Elevation --- TRENCH NO T-1J Equipment JD-310 Barkhoe Location As Per MapGEOLOGICUNITDATE 5/16/86 DESCRIPTIONGEOLOGICATTITUDES-^ CO LOE -3 C\J GJ <2> LO CO CO CO cr PLIESTOCENE TERRACE DEPOSITSO +-> E •P 01 1 31 r- E -C l-Q)i « o 3 -p -a c O) -P E r- i- O)r-01 CC T3-l->2 £^3 r- O) >l O) -C O H-E S-EC001 »«cCL 0) i-o) 4J >> 0) >>r- -t-> <a i- 1— o+->(!) 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I-H oi U 00 UJa 10 00\<~ot— i --Suo ujH<a GEOLOGICATTITUDESLOG OF TR^-CMi— 1l-H01 —— r— *CO 1(S> I— CO(•—^3 <2<s: s:t/> oo 4->cr oo I—i— i oo oa_ UJ o UJ<j a: UJf— UJ 2: UJ C_5 O H- OO UJ t— 1 _1 0.(T) 0-1' Medium gray-brown, damp to moist, dense, silty,fine- to medium-grained sand, moderately weathered,minor root development, very homogenous{2) 2 - 6' Medium red-brown, moist to very moist, medium denseto dense, silty, fine- to medium-grained sand,localized heavy root development, moisture contentincreases with depth, slightly friable, veryhomogenous(O 4-> C 0 M r* s- o -C o o*d-C\J•z. a ujo: +-> (O u. UJ Qu 3 w PJ%u.&. 3 W ^~ II r- 1 U $ oo n3 •3. 4-» (/) O) 3 O HH | Uw UJ C£ CL U OS U *— < £ 2 CJ 1 1 1 1 1 1 11 1 1 *7> tf,'i-4l"ri-•4t-,-^.fc^ rfi c,>, i i it i i i i § i PNfH wn T-2~~T i i r™ i t ^ :u J :( ~!! 17s i -- • f . i- 1 i U \ t\ - r-\ \ • J© illH i |] ! • f^1 '' /£^.-^^ i i ii i i •o O) - c3+-> 3 . •*-> 0 0) 0 O) C vo - U. UJ CO\ . 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(1) C C •— Q 3 r- I 0 > r- • r- S- fO •+- 03 CJ3 O -^ i- -(-> 0o o o at. h- z: z CQ ,111 IT II 1 1 1 1 VO II f\ 4-> 1 °-1 £ 1 -5 ^ / i i i ii i i i i i i i 501-A - (3/77)Leighton 5 Associates LOG OF TRENCH NO T-3 ENGINEERING PROPERTIESj Project Name R?ck/Carlsbad Logged By RLWDensity(pcf)Moisture(%)SampleNoII b C S | Project Number 8860705-01 Elevation --- TRENCH NO T-3J Equipment JD-310 Backhoe Location As Per MapGEOLOGICUNITo h-l Q. 1— Io:uinw Q 10 CO -^,to «— < -^LO UJ5 Q GEOLOGICATTITUDES•=*• ^.c -<2> 3 «3"^-i)u <E<S Si/> oo •Mo-PLIESTOCENE TERRACE DEPOSITScu >> 01 i. •> CO)+-» cu >o c -o +J d) «-o E E "O O) 1 Q. 3 C J^a) o i- to s- C i — "O (/) ra r- (U OJ E<*- > E "a 0) 0) « J=" "o " c a; +•> >> +J r- ^ Q. •4-> 4-> CO fO -Q <1> i— O r- i- « -O i- O O CT) i- V) S- E 1 S- .E S 4- -t-> " S- >> 3 i— O) O S- i- >, S </) C c "O O (O OJ >> +J O S- ^ » i- 4-» OJ CQ. -a o E > </> 1 0 0<a r- cu E-a « o si cu X> E r- « i. •> c ~O 4- CU 3 C (O CU •• i- 4-> S in S- "O " 3 to O CU O) >>+•> •-s- -a x: s- 4-» x o -Q CU 4-> 1 r— CU E 1 C <O C i- -!-> >> r- CU 3 "I C <a <o 3 o «/» r- s- s- s- « 3 en en >> JD a> o a) 1 r— CO C COE E +J E c cu <a 3 3 .C 3 CU CD CU r- i- CD i- -O O S_ XJ -0 r- -0 E 0cu cu i — cu o o c:S E co s 4J ^: i— i— i m O i-H vO vV oa - - _ - _ 01 iac s= i- O 4-> r- <a •(-> i— (O 3 -0 -O to C S- 3 Ol O | GRAPHIC REPRESENTATION North Wall SCALE 1" = 4' SURFACE SLOPE Flat TREND N56°E1 1 1 1 ' 1 1 >s, !% '^^. sp; • ^if^ L •v. ^-.. 4*-1 W}r iV v\ • 1 1 1 1 ^1 1 l^ acu Q ^\ *- " ^^>v. 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UJex: r 3 1 GRAPHII1 1 1 1 1 1 1 ^^ ^^^ "J JV "*» •"? 1 Jx>^ 1 \ X - 1 Xi • Mvv\^ -v ^^ •1 4^cv "^/- \ ^ V^^V'** "Gv • 1 N*r . *••» \S ^ ' v. "^ *™ \>*r 1 1 i 1 1 1 1 ^k f\ \ '\ i1 ' II" 1 II1 j <- 1 ' 4J " ' c T 1 aill a-r'V s -lr.' V• i •( " r _— _ 1 (5) L Vi!'] n 1 > S 1 >^ - \^0i^r 1 1 11 1 1 -o CD !_cu•p E • +J O O) O O) E CO U. UJ CO •in t- co CU i-H - 1 -H> \<a cn •p -aQ.-O 01 CD- a> E E r— Q 3 r- 1— O > r- •— S- 03 C|_ ••p ° ° oo o o <a •H- 2: 2: 00 1 ! 1 1 1 1 1 501-A - (3/77)Leighton S Associates : r' i f f t »U f I I I I APPENDIX C «' ' - ,J -- \ ' ^ " ,4 1^l!1 t- *, - LEIGHTON and ASSOCIATES INCORPORATED f i 8860705-01 I I i i i i i 3* a i i i APPENDIX C SAMPLING AND LABORATORY PROCEDURES SAMPLING PROCEDURES Undisturbed Samples Samples of the subsurface materials were obtained from the exploratory borings in relatively undisturbed conditions The depth at which each undisturbed sample was obtained is shown on the boring logs The sampler used to obtain undisturbed samples is a split-core barrel drive sampler with an external diameter of 3 0 inches which is lined with thin brass rings with an inside diameter of 2 41 inches Each ring is 1 inch long The samples are removed from the sample barrel in the brass rings, sealed, and transported to the laboratory for testing Disturbed Samples Bulk samples of representative material were also obtained from the borings, bagged, and transported to our laboratory for testing LABORATORY TESTING PROCEDURES Moisture and Density Tests Moisture content and dry density determinations were performed on relatively undisturbed samples obtained from the test borings The results of these tests are presented on the boring logs Classification Tests Typical materials were subject to mechanical grain-size analysis by wet sieving with U S Standard brass screens (ASTM D422) Hydrometer analyses were performed where appreciable quantities of fines were encountered The data was evaluated in determining the classification of the materials A graphical presentation of the grain-size distribution is presented in the test data and the Unified Soil Classification is presented in both the test data and the boring logs Maximum Density Tests The maximum dry density and optimum moisture content of typical materials were determined in accordance with ASTM D1557-78 The results of these tests are presented in the test data Direct Shear Tests Direct shear tests were performed on relatively undisturbed samples in accordance with ASTM D3080 at a strain rate of 0 05 inches per minute to determine cohesion and the angle of internal friction of the soil sample Soluble Sulfate Tests The percent of soluble sulfates in a representative sample was determined by the California Materials Method No 417 utilizing a hand-held terbidmeter pH and Minimum Resistivity Tests Determination of pH and minimum resistivity value for typical subsurface soils was made for analysis of corrosion potential GENERAL NOTE All references to the American Society for Testing and Materials (ASTM) imply the latest standards C - i MAXIMUM DENSITY TEST RESULTS SAMPLE T-3, No (T) @ 4' ^ SOIL DESCRIPTION Medium brown, silty, fine- to medium- grained sand MAXIMUM DRY DENSITY (PCF) 124 0 OPTIMUM MOISTURE CONTENT (%) 10 0 LEiQHTON v* ASSOCIATES Project No. 8860705-01 RICK/CARLSBAD coCL 10 CO LUcc CO tr< HI co 4000 3000 2000 1000 trt ++++ -t-r t 1000 XT TT 2000 3000 NORMAL STRESS (PSF) 4000 5000 DESCRIPTION Unchsturbec SYMBOL • BORING NUMBER T-2 SAMPLE NUMBER 1 DEPTH (FEET) 3 COHESION (PSF) 200 FRICTION ANGLE 38° SOIL TYPE SM LEIGHTON ana ASSOCIATES T Project No 8860705-01 RICK/CARLSBAD DIRECT SHEAR TEST RESULTS GRAVEL Coarsa ! Fine SAND "otrsei Medium T Fine FINES (Silt or Clay) US STANDARD SIEVE NUMBERS 3 11/2 3/4 3/8 4 10 20 40 80 100 2OO HYDROMETER H I ma - 0 "° "J 70 -i 70 > M .,00 •»> oc z U. 4A . 1- ^ 30 - U " ao - CL 10 - — «r I\ \ \\ \ \ ( \ S *\. ! BO 10 1 os o i ooe GRAIN SIZE IN MILLIMETERS 001 O.OOS 0001 ooooa SYMBOL • BORING NUMBER T-l SAMPLE NUMBER © DEPTH (FEET) 3 LIQUID LIMIT - PLASTIC LIMIT - PLASTICITY INDEX - SOIL TYPE SM US STANDARD SIEVE NUMBERS HYDROMETER X -o O 80 S $ "> c UJ MOz w "• 40 K *° 1H IfiS M UJ 2O Q. 10 I 1 11 III 1 1 ! BO 10 1 OB 0100* GRAIN SIZE IN MILLIMETERS 001 o ooe 0001 OOOOB SYMBOL BORING NUMBER SAMPLE NUMBER DEPTH (FEET) LIQUID LIMIT PLASTIC LIMIT PLASTICITV INDEX SOIL TYPE LEXXTOI and ASSOCIATES ^ Project No oooU/Ub-01 RICK/CARLSBAD GRAIN SIZE DISTRIBUTION CURVES pH, MINIMUM RESISTIVITY AND SOLUBLE SULFATE TEST RESULTS SAMPLE LOCATION PH MNIMUM RESISTIVITY (ohm-cm) SOLUBLE SULFATE (ppm) T-4, No (Y) @ 2' 1-2, No (7) @ 3' 8 1 54,027 90 96 LEKiHTOM .no ASSOCIATES Project No. 8860705-01 RICK/CARLSBAD HjO- , ^'* r^^j-">>"*4J-"«^-<! i- •, > 11- •! *a T „ :^ -J-W.W^ ^^-^ ,-ST *-, J !S A^-ij ^f « 4 t J 3-WCa ^AUl^fc ;U->l^ly *s*ivf "*t --^li! Hffc >~'-i i^fejTJ.I -J s i~*t. ^ H ^ \ / ^%>f<«, S; 5-4 V 4^^%;Sfe^!fcV^i»>^ ^%5?i«^1Sf -- ' J. i,- - :;--,r f""-; :i^--r',^,|Vr-r-^=^'rrr-<» ; ^ -^"' ^-- ^~-~r~\R.r~ir\ ^^ * - VJ -* J -, '*i x ~ (gj II ^^^ \lt >~ -"j^ t^ * * ^ ' c . ^ .-JT""''* te)-?-1-4 ?*«,'! ULEIGHTON and ASSOCIATES ^'1 GENERAL EARTHWORK AND GRADING SPECIFICATIONS I 0 General Intent These specifications present general procedures and requirements for grading and earthwork as shown on the approved grading plans, including preparation of areas to be filled, placement of fill, installation of subdrams, and excavations The recommendations contained in the geotechnical report are a part of the earthwork and grading specifications and shall supersede the provisions contained hereinafter in the case of conflict Evaluations performed by the consultant during the course of grading may result in new recommendations which could supersede these specifications or the recommendations of the geotechnical report 2 0 Earthwork Observation and Testing Prior to the commencement of grading, a qualified geotechnical consultant (soils engineer and engineering geologist, and their representatives) shall be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications It will be necessary that the consultant provide adequate testing and observation so that he may determine that the work was accomplished as specified It shall be the responsibility of the contractor to assist the consultant and keep him apprised of work schedules and changes so that he may schedule his personnel accordingly. It shall be the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans If, in the opinion of the consultant, unsatisfactory conditions, such as questionable soil, poor moisture condition, inadequate compaction, adverse weather, etc , are resulting in a quality of work less than required in these specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified Maximum dry density tests used to determine the degree of compaction will be performed in accordance with the American Society for Testing and Materials test method ASTM DI557-78 3 0 Preparation of Areas to be Filled 3.1 Clearing and Grubbing All brush, vegetation and debris shall be removed or piled and otherwise disposed of 3 2 Processing The existing ground which is determined to be satisfactory for support of fill shall be scarified to a minimum depth of 6 inches Existing ground which is not satisfactory shall be overexcavated as specified in the following section Scarification shall continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform and free of uneven features which would inhibit uniform compaction -^I -s-I «r -^-I I f I I TT i i i I i I I I 3 3 Over excavation Soft, dry, spongy, highly fractured or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, shall be overexcavated down to firm ground, approved by the consultant 3 4 Moisture Conditioning Overexcavated and processed soils shall be watered, dried-back, blended, and/or mixed, as required to attain a uniform moisture content near optimum 3 5 Recompaction Overexcavated and processed soils which have been properly mixed and moisture-conditioned shall be recompacted to a minimum relative compaction of 90 percent 3 6 Benching Where fills are to be placed on ground with slopes steeper than 5 I (horizontal to vertical units), the ground shall be stepped or benched The lowest bench shall be a minimum of 15 feet wide, shall be at least 2 feet deep, shall expose firm material, and shall be approved by the consultant Other benches shall be excavated in firm material for a minimum width of 4 feet Ground sloping flatter than 5 I shall be benched or otherwise overexcavated when considered necessary by the consultant 3 7 Approval All areas to receive fill, including processed areas, removal areas and toe-of-fill benches shall be approved by the consultant prior to fill placement 4.0 Fill Material 4 I General Material to be placed as fill shall be free of organic matter and other deleterious substances, and shall be approved by the consultant Soils of poor gradation, expansion, or strength characteristics shall be placed in areas designated by the consultant or shall be mixed with other soils to serve as satisfactory fill material 4 2 Oversize Oversize material defined as rock, or other irreducible material with a maximum dimension greater than 12 inches, shall not be buried or placed m fills, unless the location, materials, and disposal methods are specifically approved by the consultant Oversize disposal operations shall be such that nesting of oversize material does not occur, and such that the oversize material is completely surrounded by compacted or densified fill Oversize material shall not be placed within 10 feet vertically of finish grade or within the range of future utilities or underground construction, unless specifically approved by the consultant 4 3 Import If importing of fill material is required for grading, the import material shall meet the requirements of Section 4 I 5 0 Fill Placement and Compaction 5 I Fill Lifts Approved fill material shall be placed in areas prepared to receive fill in near-horizontal layers not exceeding 6 inches in compacted thickness The consultant may approve thicker lifts if testing indicates the grading procedures are such that adequate compaction is being achieved with lifts of greater thickness. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to attain uniformity of material and moisture in each layer I I I I "5I I 5 2 Fill Moisture Fill layers at a moisture content less than optimum shall be watered and mixed, and wet fill layers shall be aerated by scarification or shall be blended with drier material Moisture-conditioning and mixing of fill layers shall continue until the fill material is at a uniform moisture content at or near optimum I I ^3-i i i i i I I s i 5 3 Compaction of Fill After each layer has been evenly spread, moisture- conditioned, and mixed, it shall be uniformly compacted to not less than 90 percent of maximum dry density Compaction equipment shall be adequately sized and shall be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree of compaction 5 4 Fill Slopes Compacting of slopes shall be accomplished, in addition to normal compacting procedures, by backrollmg of slopes with sheepsfoot rollers at frequent increments of 2 to 3 feet in fill elevation gain, or by other methods producing satisfactory results At the completion of grading, the relative compaction of the slope out to the slope face shall be at least 90 percent 55 Compaction Testing Field tests to check the fill moisture and degree of compaction will be performed by the consultant The location and frequency of tests shall be at the consultant's discretion In general, the tests will be taken at an interval not exceeding 2 feet in vertical rise and/or 1,000 cubic yards of embankment In addition, on slope faces, at least one test shall be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope 6 0 Subdram Installation Subdram systems, if required, shall be installed in approved ground to conform to the approximate alignment and details shown on the plans or herein The subdram location or materials shall not be changed or modified without the approval of the consultant. The consultant, however, may recommend and upon approval, direct changes in subdram line, grade or material All subdrams should be surveyed for line and grade after installation and sufficient time shall be allowed for the surveys, prior to commencement of filling over the subdrams. 7 0 Excavation Excavations and cut slopes will be examined during grading If directed by the consultant, further excavation or overexcavation and refilling of cut areas shall be performed, and/or remedial grading of cut slopes shall be performed Where fill- over-cut slopes are to be graded, unless otherwise approved, the cut portion of the slope shall be made and approved by the consultant prior to placement of materials for construction of the fill portion of the slope. f I I I I srI I I i TRANSITION LOT DETAILS CUT-FILL LOT NATURAL GROUND MIN f*" COMPACTED --FILL-^_-_^r_r±-jr»fe?.I^~_^5Er-_-_-_-_-i---_-_-_-_-_--_-_- T i 30" MIN OVEREXCAVATE AND RECOMPACT UNWEATHERED BEDROCK OR MATERIAL APPROVED BY THE GEOTECHNICAL CONSULTANT CUT LOT NATURAL GROUND i i I I 9 I REMOVE UNSUITABLE MATERIAL 5 MIN«K 'COMPACTED.\f\ )" MIN //s^*^OVEREXCAVATE AND RECOMPACT UNWEATHERED BEDROCK OR MATERIAL APPROVED BY — THE GEOTECHNICAL CONSULTANT IMOTE Deeper overexcavation and recompaction shall be performed if determined to be necessary by the geotechnical consultant 1 1 "*" i i SIDE HILL CUT PAD DETAIL NATURAL, ^-" I T 1 I~ OVER EXCAVATE AND RECOMPACT GROUND >^ ^ ^ ^ —^L ^^y ~^"*yj (REPLACEMENT PILD^X—E}, ^--^77" ' T ^•>X'»OVERBURDEN —, ^^\ OR UNSUITABLE ^^f^r^^ MATPPIAI XV-~fylAltnlAL ^ ^v, 1 s*: \£^ ^£~ ,r .X^ ^ X^^ \^1 ^X^ t 5 ^-^rf^M-^c-^^ ^p.od ll < — "-^~— — — j~-— - <v$* s\\al\ ^f — ~-^~-^r-^~-ir-r, be n? <$-> — -yL-BENCHING consl •ii—r-/ ^*" ^**x^ ^ r— FINISHED CUT PAD //^v/« //^*.\ • » • • *• •*•• • jver excavation and recompaction be performed if determined to jcessary by the geotechmca! jltant. m£3J UNWEATHERED BEDROCK OR / «w- — MATERIAL APPROVED BY ' * THE GEOTECHNICAL CONSULTANT SUBDRAIN AND KEY WIDTH REQUIREMENTS DETERMINED BASED ON EXPOSED SUBSURFACE i i i m i a I * CONDITIONS AND THICKNESS OF OVERBURDEN i f •^ f f -JT ^r i z i 1 i I i I I I I BENCHING DETAILS FILL SLOPE PROJECTED PLANE I to I maximum from toe COMPACTED --^-_-_ NATURAL GROUND of slope to opproved ground REMOVE V Typical UNSUITABLE . MATERIAL BENCH HEIGHT DEPTH (KEY) FILL-OVER-CUT SLOPE REMOVE UNSUITABLE MATERIAL V Typicalm | \ ^-BENCH^I BENCH HEIGHT L 19'MIN —-J LOWEST BENCH | CUT FACE To be constructed prior to fill placement CUT FACE To Be Constructed Prior to Fill Placement CUT-OVER-FILL SLOPE NATURAL GROUND OVERBUILD £ TRIM BACK REMOVE UNSUITABLE MATERIAL PROJECT PLANE to I maximum from toe oF slops to approved around BENCH HEIGHT 15' MIH "LOWEST BENCH' (KEY) r-l NOTES LOWEST BENCH Depth and width subject to field change based on consultant's inspection SUBDRAINAGE Back drains may be required at the discretion of the geotecnnical consultant. I f I i f T" I I i i I i i I i ROCK DISPOSAL DETAIL FINISH GRADE SLOPE FACE COMPACTED _-_-_ FILL0' MIN ^^ -_-J^r: 15' M IN *r_----- OVERSIZE WINDROW GRANULAR SOIL To fill voids, densified by flooding PROFILE ALONG WINDROW CANYON SUBDRAIN DETAIL NATURAL GROUND I t I BENCHING REMOVE UNSUITABLE MATERIAL SUBDRAIN TRENCH SEE ALTERNATES A&B I I TTI I a I i i i I i i e SUBDRAIN Perforated Pipe Surrounded With ALTERNATE A Filter Material FILTER MATERIAL- FILTER MATERIAL Filter material snail be Class 2 permeable material per State of California Standard Specifications or approved alternate Class 2 grading as follows SIEVE SIZE 1 •PERFORATED 6" 0 MIN 3/8" No 4 No 8 No 30 No 50 No 200 PERCENT PASSING 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 SUBDRAIN 1 1/2" Gravel Wrapped ALTERNATE B in Filter Fabric 6" MIN OVERLAP nm< FILTER FABRIC ^ 140 OR APPROVED ^M DETAIL OF CANYON SUBORAIN TERMINAL DESIGN FINISHED FILTER FABRIC GRAVEL OR ^Alternate B-2 APPROVED EQUIVALENT 9 ft 3/ft NATIVE BACKFILL 10 XvvUvT-I 5M|N U. - 10 MIN — \ PERFORATEO ' — NONPERFORATEB 6 a Mil — Ik MAX OPEN GRADED PERFORATED ' GRAVEL OR APPROVED f> t MIN PIPE EQUIVALENT • SUBDRAIN INSTALLATION - Subdram pipe shall be installed with perforations down or, at locations designated by the geotechmcal consultant, shall be nonperforated pipe • SUBDRAIN TYPE - Subdram type shall be ASTM C508 Asbestos Cement Pipe (ACP) or ASTM D275I, SDR 23 5 or ASTM DI527, Schedule 40 Acrylonitnle Butadiene Styrene (ABS) or ASTM D3034 SDR 23 5 or ASTM DI785, Schedule 40 Polyvmyl Chloride Plastic (PVC) pipe or approved equivalent f I I ••ar I •3T T SLOPE BUTTRESS OR REPLACEMENT FILL DETAIL OUTLET PIPES V DNonperforated Pipe, 100'Max OC Horizontally, 30' Max 0 C Vertically FILL BLANKET 30" MIN BACK CUT I I OR FLATTER KEY SUBDRAIN SEE ALTERNATES A & B FVTER MATERIAL 3 ft 3/(I T-CONNECT10N DtPIH 1 t 1 9' MIN >c ~"~*T] ' "" * KC 2% Mm : •C /-CXICDAI 1 V l< PCST -f— ^A FILTER MATERIAL Filter material shall be Class 2 permeable material per State of California Standard Specifications or approved alternate Class 2 grading as follows i i I. I ^^i I DETAIL A-A* I NOTES Fill blanket, back cut, key width and key depth are subject to field change, per report/plans. Key heel subdram, blanket drain, or vertical dram may be required at the discretion of the geotechnical consultant SUBDRAIN INSTALLATION - Subdram pipe shall be installed with perforations down or, at locations designated by the geotechnical consultant, shall be nonperforated pipe SUBDRAIN TYPE - Subdram type shall be ASTM C508 Asbestos Cement Pipe (ACP) or ASTM D275I, SDR 23 5 or ASTM DI527, Schedule 40 Acrylonitnle Butadiene Styrene (ABS) or ASTM D3034 SDR 23 S or ASTM DI785, Schedule 40 Polyvmyl Chloride Plastic (PVC) pipe or approved equivalent SIEVE SIZE T 3/4 3/8* No 4 No 8 No 30 No 50 No 200 PERCENT PASSING 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 posmve SEAL SHOULD BE PROVIDED AT THE JOHT Ik'MAX. QRAVEL OR APPROVED EQUIVALENT 3(1 3/11 FILTER FABRIC (MIRATI IWOR APPROVED EOUVAUMT1 ALTERNATE B DETAIL OF BUTTRESS SUBDRAW TERMINAL OCSICN FINISHED F*.TER FABRIC (MMAH I400R •ATIVC lACtfllL APPROVED EQUIVALENT) — MHPdlFOIUTEO S NIN I— JO «l» | rCKFOUTtO I vi HI* rirH JO Hl» —"1 | »MAX.OPEN GRACED ricniirrfl I GRAVEL OR APPnOVCO EOLKVAUKT 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 801 Pine Avenue 207 West San Marcos Blvd Carlsbad, CA 92008 (457-4985) 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 y,\C <^g\r- _ APN Project Address \S>£ Cc$ \IVQJ\_ cA ^^-^ v3-<ix£ CK^ QJ- <**- RESIDENTIAL SQ FT of living area <£°l 93K Number of dwelling units S£0<J>rlf-y — J-3b SQ FT of covered area klfl SQ FT of garage area ^ pec*L _ 8- - COMMERCIAL /INDUSTRIAL SQ FT AREA Prepared By J&& ti^ _ Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement 'Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Other Residential Fee Levied $ based on sq ft @ Comm/Indust Fee Levied $ based on sq ft @ ^05 frVflnr. 0\a/J—~jj"~ y - \ district Official Title Date AB 2926 and SB 201 fees are capped at $1 50 per square foot for residential AB 2926 is capped at $ 025 per square foot for commercial/industrial -* r. ~Carlsbad Unified School District 801 Pine Avenue Carlsbad, California 92008 729-9291 "Excellence In Education" BOARD OF TRUSTEES JAMES McCORMICK President JOE ANGEL Vice President JOHN J MAMAUX Clerk JULIANNE L NYCAARD Member J EDWARD SWITZER JR Member DISTRICT ADMINISTRATION THOMAS K 8RIERLEY Ed D Superintendent SUSAN HARUMI BENTLEY Assistant Superintendent Instructional Services JOHN H BLAIR Business Manager GERALD C TARMAN Director Personnel Services K.C DUNLAP Manager Facilities/Services June 10, 1986 Mr Robert C Ladwig Partner JEFFERSON HOUSE II 5620 Friars Road San Diego, CA 92110-2596 Subject Waiver of School Fees for Jefferson House II Job No 9586 Dear Mr Ladwig At the June 9, 1986 meeting of the Board of Trustees of the Carlsbad Unified School District, the Board elected to waive the developer fees for Jefferson House II, a senior-citizens housing project The waiver was granted based on the following conditions 1 A stipulation be included that no school age (25 years or younger) children reside in the apartments 2 A blind second trust deed be issued to the District on fees the District is waiving in the event future renters have school age children 3 A plaque or sign be installed on the site indicating that the School District had waived its fees in order to benefit the residents If you have any further questions, please call me at (619) 434-0610 Sincerely, n H Blair mess Manager smess Services njg c Martin Orenyak, City of Carlsbad Distinguished School Board Award 1984, United States Department of Education 2075 LAS PALMAS DRIVE CARLSBAD CA 92009 4859 TELEPHONE (619) 438 1161 Citp of Cartefcab DEVELOPMENT PROCESSING SERVICES DIVISION February 19, 1987 NEW SCHOOL FEES To Whom It May Concern i School districts in Carlsbad began collecting fees on residential, commercial and industrial projects in Carlsbad effective January 2. 1987. Thus was due to a change_m_W/W^ 2 2 &> tease fill out the enclosed form and take it to the approj fdistrict school Once you have paid the school fee, a school official has signed the school fee form, and all other plan check requirements have been met, a building permit can be issued The City of Carlsbad will not issue any building permit without a completed school fee form RAYMOND A MILLEf Manager RAM cj Enclosures CQ of<o o o eo0p<o oV) £* £ * 2~— r< po r<rC (^ NO N lo 1^7 oo LU CO Q ~; c-o O jrf ^J-V0rC OIn O Kl o o(N 0 N O 0 N 0 £ - Oo (- K O cr O - - N (\ j- m U- w H oo 2075 LAS PALMAS DRIVE CARLSBAD CA 92009 4859 Cttp of Cartebab COMMUNITY DEVELOPMENT April 21, 1987 TELEPHONE (619)4381161 Jefferson House II Partnership 5620 Friars Road San Diego, Calif 92110 Plan Check 87-51 - 57 Unit Senior Complex Your plans and exhibits are in conformance with the laws and regulations of the City of Carlsbad, and the permit is ready to issue qptocopies of the sewer permit and building permit are attached MARTIN ORENYAK, DIRECTOR 4/16/87 Marty Bob Ladwiq has abandoned the request for an unreasonable hardship decision and will build the project all handicap Carter 4/16 Marty says as follows He will accept unreasonable/hardship from Ladwig as follows Rick to make 19 aoartme/lts on each floor fully handicapped, split between one and two/oedrooms Balance of apartments to have 3/0 doors and backing for grab bars in bathrooms Carter^ 4/7 M - Anita Coward savs she doesn't think she talked to Bob Ladwig, but, if so, her standard answer would be, "If you are a fringe developer and can't possibll out the-- elevator in without goina broke, a possible out for you might be unreasonable hardshio She says, as you do, that a senior citizen project should have all the apartments accessible because of the nature of the project Carter 4/13 Bob says elevator will cost $35,000 and shaft, electric etc about $10,000 CD RICK ENGINEERING COMPANY PUNNING CONSULTANTS AND CIVIL ENGINEERS 3088 PIO PICO DR . SUITE 202 . CARLSBAD CA 92008 PO BOX 1129 . PHONE . AREA CODE 619 • 729-4987 MEMORANDUM TO Bill Dumka FROM Bob Ladwig DATE. April 2, 1987 SUBJECT JEFFERSON HOUSE II JOB NO 9586 After last night's Planning Commission meeting, I talked briefly to Marty Orenyak about our project and the request for some kind of waiver or relief on handicap units on the second and third floors. Marty said he would not support a waiver but did say he will be meeting with the Handicap Committee early next week to discuss Jefferson House II. He said he may be able to give us the okay to include some handicap units on each floor rather than our request of the whole first floor as handicap access. You also mentioned that we have 11 units on the first floor and that, if it is possible, we would like to have a total of 12 units that would be accessible to the handicapped spread through- out the three floors You also mentioned that you would prefer not to make any of the two-bedroom units with handicap access. I will be out of the office all next week and suggest that if you haven't heard from Marty by Thursday you might give him a call (438-1161, ext 4200) to see if he's had a chance to meet with his Committee and come to a decision I'll talk to you when I get back RCL kd/004 RECEIV CITY OF CARLSBAD Attention. »/Mr Marty Orenyak cc CITY OF CARLSBAD flPD i ,«_,„ 7 \J\Jf I CITYOT'RISRAD Building