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182 CHINQUAPIN AVE; ; 85-256; Permit
LENDER3"! *DECLARATIONS •1WORKER S COMPENSATION-Hi n r OWNER/BUILDER CONTRACTORi? S3 3 \ heselnpe: 3O "*y affirm that 1sure or ation InsurancLabor Code)5$f °D m imprbeingd inpletionclaimer111*3*a^"§ 9% |3? IS ill f ne PI ip llilli'll=?c^|i3«g-"5aS3 7S_« ._ . Q-3-3^creiu h = ?g|5gH= ^°s=r--s i - s 3SSSSSS3S"S=3— pj<B-—•--) n>-dm^7X —s. White — Inspector Green — (1) Finance (2) Data Process Yellow — Assessor Pink — Applicant Gold — Temporary File f CONDITIOC4-nOrj3)§-"Is*£CD1^2^^*%mo03^m..m^23*3jr-O^<i>rn-QOt)33OT32J5-Hm /*VENTILATING SYSTEMSm.*,•-^^HEAT — AIR COND SYSTEMSLnes•nocoTJmn33m-n13nzO?}MECHANICALD BONDING D POOLD ELECTRIC SERVICE D TENuC)33 ROUGH ELECTRIC^^^|D ELECTRIC UNDERGROUNDn-n-nm33>ELECTRICALD WATER HEATER D SOLAR?Hm-n 0enHm TUB AND SHOWER PAN313OHk>enm\5>Hm3J"X.-<5.C*\^r\r cz0m33o33OCzomnj[>Hm33J*^^l1enim33>zoCDoooo'^^,^1PLUMBING INTERIOR LATH & DRYWALLINSULATIONEXTERIOR LATHFRAMEfSB_t&\rpr SHEATHING D ROOF DenXmJUi FLOOR & CEILING SUB FRAMEGUNITE OR GROUTMASONRYv^NAnv REINFORCED STEELFOUNDATION,BUILDING\\^*V™tS.T)mOmINSPECTO3D Oflu\IKs-O T)00o ~"31 Hm rn H Zm y) 6 Z O 13°3^3) 33 [" m -< com COm O 33 CM O 0 -1 •n T) co050C r-i i- I O O O I3J m rn 00 m ~n O ^ '^1 LENDER« !ia315;°iV O lS"<DECLARATIONS JWORKER S COMPENSATION OWNER/BUILDER CONTRACTORI I :n S?Hill 1;9 a;S§:5T o ^ r*1S 352af§3 ^ s0^.s1 1 ?|Q 1 =: ^^lsio°|s|?t||[J=icu U) y. 3= « 3 T3_|g3^S = SQ.=5_=3a^ ifuns^ij«S-§»so =r2=-Sg i-°i»^o»3o»S "§S3=°^"S3Se-s'= l-IlS|c"J§=? "^i"^ ^dS ^J ^re= S3-s-< st-°si"S°=SSSEa«" ?l°=£5-"=s' 25-" 29 =.<?_!ro ^00 r-rn ~^r- *%"r-5% o R-I'ii j 13^- B {U W ^r —og!=f!*i™sgilliislsiISTRUCTION WHE1KEEP HARMLESSEXPENSES WHICHGRANTING OFTHfHER SPECIFIED HEREIN OR NOT 1 ALSO AGREE TO SAVE INDEMhfHE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS CCMAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCiS PERMIT/ rwti O rLs C o zm oO CD Z < Hl/l q D ^ o< L— ^ m s«J 1' CD 4 S^r L~b '%\J m ^ C O03 >E CAREFULLY FXAMINED THE COMPLETED APPuICAIFY UNDER PENALTY OF PERJURY THAT ALL INFOARATIONS ARE TRUE AND CORRECT AND 1 FURTHERED TO COMPLY WITH ALL CITY COUNTY AND STATtTION AND PERMIRMATION HERECCERTIFY AND AGE LAWS GOVERNIZ 3J 'Z. ^iil 2:111 z x o|^3 ^ en m -< fp£ hill n Every permit issued by the Buiicexptre by limitation and becomeby such permit ts not commence(if the budding or work authonafcany ttme after the work is conmg Official under thenull and void If thei within 180 days fromzed by such permitnmenced for a oeriodisionsofthisttng or workdate of suchjspended orSO davs* AN OSHA PERMIT5 0 DEEP AND DESTRUCTURES OVES REQUIRED FOR EXCAVATIONS OVEMOLfTION OR CONSTRUCTION OF* 3 STORIES IN HEIGHT10 — irrID — 1 O enO 10 TOTAL FEES PAYABLE0iCREDIT DEPOSITTbMPOCCUPANCY (30 DAYS)MFF 80 92 57 0519o3DCDCDC/l LICENSE TAX 01 00 00 8162TEMPPOLE 200 AMPSp 0 I X < \REMODEL ALTtR PER CIRCUIT2 0inmo;*; ~nm GO 13 ^ CD ooco oo 0 -O ro -C» 0 en tD XCOX cz -a CO =J g> to o" 00 CD toro ro CO 0 CJ1 to EXIST BLDG EA AMP/SWT'BKRROCK STORAGEm o 00 CD toro O t/i to XX STORAGE TANKSCD EU t Ci OO 0 to 0en to m5O— imonccID COLLATORSCOoin oo -n a CO— 1 DO oELECTRICAL PERMIT ISSUET> D SOLARwwcm CD a CDm m PUBLIC FAC—i CO ~nmm COro 8 O 0 COco 8 TOTAL PLUMBING |TOTAL MECHANICAL-n I3Om COi 1 —m CO o o 0 OO STRONG MOTION 8092330^19mOn;oo0ID—CO5m CO 0 0 oo 0 CD 00roroCD WATER SOFTNERRELOCATIDN OF EA FURNACE/HEATERMOBILEHOME PARK INSPEACH VACUUM BREAKERMECH EXHAUST HOOD/DUCTSo CO 1 — o m 0 S o 0 OOro en EACH INSTAl. ALTER REPAIR WATER PIPEm -n C/5 O m O O — (MECHAN\ — o 0o 0o oo ro mXC73OOC/l—1mLPOO3Dm METAL FIREPLACEm m —i DO O o oo 0o 00roro CO EACH GASSYSTEM 1 TO 4 OUTLETSBOILER/COMPRESSOR 3 15 HPi —c= ro o 0 o 0 oo 03roro EACHWATER HEATER AND/OR VENTBOILER/COMPRESSOR UPTO 3 HPommO;*: o oo 0o1 CD m0CDOCOmsmID OVER 100000 BTUSIGN PERM—i 0 o 0 oo 00roro EACH FIXTURE TRAP"•INSTALL FURN DUCTS UP TO 100 000 BTUBUILDING PERM— i 0 8 O 0 ooro 0 oPLUMBING PERMIT ISSUE\(Ar o MECHANICAL PERMIT ISSUEr SUMMARY/ACCOUNT NUMBERCENSUS TRACTD•DrZOCmPARKING SPACERES UNITSGRADING PERMIT ISV O N DCmo REDEVELOPMENTAREAvQ NiDTYPECONSTO On 0 0 < Ia 3 Z J/J D 3 i n \ z D •n r 3) m rm w 50m C/5 Onn o TJ m oc ! N as.^b*tA "««* fc^ ^q NJ a 5 ""1s_.5|ssaaaav s yai^oisao| DESIGNER S PHONE//il/,,,,,)u ^- r(il|Not Valid Un/ess Machine Certified0m01OpHOZ0's31X=%3)CV1| OWNER S MAILING ADDRESS I/ X-^ S 4M j^59 5 1 [^o LICENSE #STANDARD PLAN #BUILDING SO FOOTAGE 13Sir$& t/i^^T *nrr ' """•N g. Nj 3h *"ss^ t/5 1LICENSE NO '-£%$?/%<$-&'T3r Z a 00r O O c m o O Om U— , OWNER S PHONEr~CDXSUBDI VISIONTAUfAf>r<». t m Ip 1 1 CONTRACTORS PHONE »1 '?#?-&&<>8 m 1OB ADDRESS AV ST RO NEAREST CROSS ST7^2 &tttU<DOA'p'M kv &$e%\t?Li?^jg L OF.APPLICATIONIHfSm m VALUAT- — o\8 950 j CARLSBAD BUILDING DEPARTMENT APPLICATION & PEF1200 Elm Carlsbad California 92008 1989 (619)4385525H COmCOfr-o0rriOmCOc/«3D0 TJ•op-CANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance (2) Data Process Yellow — Assessor Pink — Applicant Gold — Temporary File r CO-omOOOzgHOZCO CDcgzo o>co mOI>Zo mi—m33o csCDZo -n-OCDT)33O3s.mDm D DCD m°S m O n Dm mDm com m DDCOIm.OO33BOOmzoCOCDm Oc I3)mOmocomm 09 T)mg OxcoTJm§JO-n T) (/>O5O TlmO O o o CP O I •< o i en T> CO Tl O Zo o 13] rn m 00 o CD C/D CD O CD J f^.f>0 > m 1= coO ro = 0 •°TJ *£oQ >§ co D > 00oo O CD Zlm O C C/5 T)m O Z CO "0m O H O Z CO z CO Tlmo Ho 3 CO zo Hm co Z CO Tlm O 3)m O O 33 O FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT TflpleX CONTACT PERSON CONTACT TELEPHONE. DATE UNIT NUMBER NUMBER OF UNITS 3 PHASE NO tlictiaol Straub INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED __ COMMENTS <j) LLI i C Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS 85-256 DATE 4-4-8b 182 Chinquapin PROJECT NO I TYPE OF UNIT CONTACT PERSON. CONTACT TELEPHONE. .UNIT NUMBER NUMBER OF UNITS Michael Straub 729-4484 PHASE NO INSPECTED BY INSPECTED BY INSPECTED BY dim DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 85-*256 1 { PROJECT NAME ' ADDRESS 182 Chinquapin DATE 4-4-8b PROJECT NO TYPE OF UNIT Triplex CONTACT PERSON. CONTACT TELEPHONE. INSPECTED, BY /* INSPECTED BY .UNIT NUMBER PHASE NO NUMBER OF UNITS 3 Michael Straub 729-4484 DATE INSPECTED APPROVED DISAPPROVED X INSPECTED DATE INSPECTED APPROVED APPROVED S\DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire Tony Mr Tnomas is the engineer of record, so we snould investigate this Carter 12/12 THOMAS I PLANNERS, ENGINEERS ENGINEERS I LAND SURVEYORS December 2, 1985 City of Carlsbad 1200 Elm Ave. DEC Q Carlsbad, CA 92008 Attn- Building Inspection fimMm/. n 7"""Building Department Subject Hall triplex, Chinquapin Ave. Gentlemen It has come "to^ my/ attention that framing inspection approval has been witheld on the above-referenced project as a result of a few structural deviations from the approved plans. ; The configuration of the building >and the resulting load ~\ distribution require that the structure be built as designed I have visited the'^ite and have noticed a couple of problems which need correction I 'have not been retained to inspect the building and the following is not necessarily a complete list of structural deficiencies. 1 Holdown bolt at Southeast garage wall face. As installed this bolt does not provide the offset distance suggested by the manufacturer. Furthermore it is not vertically imbedded in footing The contractor must remove and replace this bolt as recommended by the manufacturer and as indicated on the approved building plans No ICBO-approved quick-fix hardware exists to my knowledge 2 The shearwalls on the South garage wall face were installed on the inside of the wall instead^ol: the outside as called for"" **" on the approved plans. The continuity of these shearwalls is therefore interupted by the wall framed perpendicular. Furthermore, the resulting segments of shearwall violate UBC height-to-width ratios. The contractor must remove the stucco lath and paper on the South garage door face and apply a new shearwall as called for on the approved building plans and in accordance with UBC minimums. As mentioned above this is not intended as a complete list of structural deficiencies I was called to visit the site to suggest a repair for the holdown problem above and happened to notice the shearwall problem. 260 W Crest St, Suite E • Escondido, CA 92025 • (619) 480 6501 It is my suggestion that the plans be followed as designed Any deviations therefrom require review by the engineer of work and official review and authorization by the local building official It is important that the building official have a corrected plan on file in these instances. If you have any questions please don't hesitate to give me a call. Sincerely, ENGINEERS David M. Thomas RCE 32256 cc-FILE Roy Blackford, AIA - 2 - straub December 16, 1985 Building Official City of Carlsbad 1200 Elm Avenue Carlsbad CA £2008 Re: 182 Chinquapin, HD-6 holdowns A question has been raised about the connecting nut used to extend the anchor bolts to gain sufficient height to reach the proper HB-6 holdown values. Observation indicates the standard nuts used for anchor bolts contact 7 threads and that the connecting nuts in questions contact 20 threads total, 10 for each bolt when properly centered. The bolt supplier indicates the anchor bolt grade supplied is ASTM # 30?> grade 2, A36 steel. The attached copies of pages 4-3 and 4-4 of the American Institute of Steel Construction indicates that anchor bolts can be fabricated from material meeting the ASTM A30? specification and that such anchor bolts have an allowable load of 15,700 Ibs. The HD-6 holdown is to be used with an allowable load of only 5»4lO Ibs. The anchor bolt and connecting nut would appear to be rated at almost three times the value assigned to the HD-6. I trust this information will satisfy your concern about the connection' nuts. Sincerely Micliael Straut CC Roy Blackford, project architect general contractor • license no 300125 • 3360 monroe street • p o box 1306 • carlsbad California 92008 • (714) 7294484 cr: O LjJ O <CUJce OOf— o CO C ooo -o £75 g .05 ^ I - -O 5 o CO> £rv ^_^i 1ooo c 0 ^CO 0 _ c< o il ^—"trerec.Eo ££;S ^ S? * It s 2 *^a.6EccZcc I CC a. ac t sOCPN1""g^£ 0 cc O O in^*nOi~in o CM 00 OO ID O o "o o -ITO^' s I m o I A325 boltsin(N.0CD«*Df-in CM Oh CM : o «g> 1 5 t>§CMoc0.~CC oc *SJ o - o fn CM CM*nmtnCOCMCMCM S CO CM 00 o ft! 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" l^~"^ Q ^ t/5 ™ ~ ~ ~ O ^ C "° ^ ™ ** ^ s - I \ 0 o «0 -S •> £" .U O C) t tl 1 lill 1?OO ^ O— » ° & •^tT> "O '*-' - O C ll 1 fti1! *,? cJ: Kia g raS ° ° £<" JJ E i ft) f\j ^ ^ ^ U f~ ^ ** J< TO3^o5P£3 ! C20o<zi<7r " •0-3 c -^rO ft) *^" O "O gllfil^ g 2 f - g " •s ££ S ^ "~ « TO2 "t^ Ifl "* ^ O ^ *- 5 ore^ E _3 ; 4) ^ "> D £ x "* t; — TO 3 *•• Issl* IS ~^ E O fc L C 3 — «> i(/j»ll«BB«3 lg.20SC5ra 5° t- i-yJ5|£Hll«-?€'S <C O O*< ZX^2 Ot/3 = 0)jC 3 Cf3 a -o ± 2 I - R *- c r- v» «. - Citp of Carlsbao REQUEST FOR INSPECTION RECORD INSPECTOR. OWNER PERMIT NO ADDRESS REQUESTED BY D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAM^E j D SHEATHING D ROOF D SHEA D FRAME D EXTERIOR LATH D INSULATION INTERIOR LATH OR BR/WALL \ PERSON TAKING REPORT SERVICE UND RIC UNDERGROUND OUGH ELECTRIC POOL BONDING D ELEOJTR/C SERVICE D FINJ/L D CONDITIONED AIR SYSTEMS D SOLAR HEAT PATIO D POOL D SPA SIGN D GRADING D DRIVEWAY D FINAL FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday j n/Wednesday X D Thursday D Friday Cttp of Cartefcab REQUEST FOR INSPECTION RECORD INSPECTOR (T dLshJS—. PERMIT NO c-— , - ^_ TIMF '~--/er- 7S ^3 <5^O (fj DATF s /S O OWNER _ , f ADDRESS | ^ ^- ' C l\jL^&4^L&tj£^sV^~^ REQUESTED BY /f / f K^ ^ U PrtONENO """ /«2<J^' "UK^^ £2 (-/ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL a MASONRY 1 D GROUT GUNITE / D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR / D FRAME (I D EXTERIOR LATH | D INSULATION f D INTERIOR LATH OR DRYWALL / J D FINAL \U /" PLUMBING / D UNDERGROUND PLUMBING ^ — ' fi\\ uv L , / / $• -It ' i/9w& a SEWER AND PL/CO | D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT ( & >f ELECTRICAL 0 D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC 7 / D POOL BONDING fa D ELECTRIC SERVICE 1 D FINAL - /fy fj r^f 0Js MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday D Wednesday D Thursday Friday Cttp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR (jMJ-s PERMIT NO TIMF ^ "" DATF J~?faV OWNER . - ADDRESS M/WL Ulu^^q^^L^^ REQUESTED BY BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PHONE NO PERSON TAKING REPORT. ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM ramiesuesday Wednesday D Thursday D Friday City of Cartefrab REQUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO TIMF DATF I^L-3 OWNER s^ ADDRESS / jf^L ( ^^-, -^£-«-~>/i43^-x REQUESTED BY /^^^faj^ 1 j PHONE NO ~~23~&— VV<f"V ' U " 1 PERSON TAKING REPORT BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEAJHtNG D ROOF D SHEAR * „ n FflAME / £^ DEXTERIOR LATH D INSULATION / D INTERIOR LATH OR DRYWALL ff D FINAL I/ s\// y/\r ^ •W ) s £/£z/1 *• ELECTRICAL D TEMPORARY SERVICE n UFFERJSROUND <J>-ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING f^ D ELECTRIC SERVICE J D FINAL ; PLUMBING D UNDERGROUND PLUMBING D SgVtfER AND PL/CO dZTOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday ^Q^wednednesday hursday D Friday CORRECTION NOTICE ADDRESS- D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME n EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL / DO S T^ /^f / t Eir /A/ I /]_( 'T PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE UPPER GROUND G Fl SMOKE DETECTOR D D D D D D D D D D D D D D D MISCELLANEOUS D PLENUM AND DUCTS COMBUSTION AIR CONDITIONED AIR SYSTEMS SOLAR GRADING / ,£- /-/ //y ~7 , /X ' POOL PATIO SIGN OTHER -//,A//t L /! <*/ ( 4 1 f f L '-} 7" 6r//>A/ f~\ TIME DATE 7&2. INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 4385525 Note Final Inspection Required OU / Citp of Cartebab REQUEST FOR INSPECTION RECORD TIME __ INSPECTOR r^ /"- t'"' / ~/ PFRMITNO RATF // // if /^ OWNER ADDRESS / X <?2- C//T/A' (QC^rf /^/ ' A/ f """" V1 _^ r (#5=^- * ' _*- •"Jf jTI ^3 *""^ "^ /3) j*i (* S /? REQUESTED BY /^//C^ ^/^-^^f^Ct PHONE NO / ^-^ " C^V^iCr PERSON TAKING REPORT BUILDING D REINFORCING STEEL D MASONRY J D GROUT GUNITE \ D FLOOR AND CEILING SUB FRAME \ D SHEATHING D ROOF D SHEAR ^FRAME f ^EXTERIOR LATH \ \ / D INSULATION \ \ G INTERIOR LATH OR DRYWALL V P D FINAL \j ^\(1 I v.1 \A/. >^Vk ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND T> / 0} ROUGH ELECTRIC/ f\ D POOL BONDING ~) D ELECTRIC SERVICE j D FINAL d/J^ ^ / d?^- c/tx' ^ (x> ^ PLUMBING n UNDERGROUND PLUMBING D SEWER AND PL/CO [VfOP OUT PLUMBING fj TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday (VWednesday Thursday D Friday CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UPPER GROUND D GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO a SIGN D OTHER TIME . DATE INSPECTOR CITY OF BUILDING INSPECTION DEPARTMENT PHONE 4385525 Note Final Inspection Required Citp of Cartebao REQUEST FOR INSPECTION RECORD fL//\{K INSPECTOR /$/\J PERMIT NO TIMF /? HATF ^~/7 OWNER , ^. ' ADDRESS / f\ JL (~-s£~e^y*-4^^f^/9st^~ / U £7-«» /]~^ir REQUESTED BY // //PHONE NOU BUILDING ^^ FOUNDATION D FOOTING D SLAB * D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR I D FRAME \ Vb D EXTERIOR LATH 1. / D INSULATION ty1 D INTERIOR LATH OR DRYWALL ^ D FINAL /{' PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL RPFCIAI INSTRUCTIONS f V ' *sif PERSON TAKING REPORT LS ELECTRICAL ^> D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING j/ D ELECTRIC SERVICE fif 0 FINAL / \f/D }f MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA n SIGN D GRADING D DRIVEWAY D FINAL .^/-4^) Ready For Inspection D Monday DAM D PM D Tuesday D Wednesday D Thursday D Friday CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT GUNITE ^ D FLOOR AND CEILING FRAME * " * ~ . t * D SHEATHING D FRAME D EXTERIOR LATH ' f' ~ ' ' / D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UPPER GROUND D GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER y ft) TIME . DATE INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 4385525 Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR //Off ' PERMIT NO TIME DATP ^9-rar OWNER ADDRESS /^^ £&t**-C{<JH-j0t *— REQUESTED BY ^^fc^/Wt^? PHONE NO /? PERSON TAKING REPORT /#3r*~ BUILDING ^FOUNDATION ^FOOTING D SLAB ^REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday D Wednesday D Thursday D Friday Cttp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR ^ PFRMITNO J^> V? X DATF XJ"/3-^' OWNER . /~ / * ADDRESS /X ^^ i ^U^c- •fL-'^'^l'-y— REQUESTED BY // /7 PHONE NO *"? e5 9 - 77,/V V ^ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME / D SHEATHING D ROOF n SHEAR 4 D FRAME ^ ~A j D EXTERIOR LATH j Q/f 1 D INSULATION ^ J D INTERIOR LATH OR DRY\ i/ALL ft) D FINAL „ (/ \m v^ v PLUMBING/7/ 1 D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL )/ •P/ / C/ PERSON TAKING REPORT £i ' 1 ELECTRICAL D TEMPORARY SERVICE ra UFFER GROUND --) Q ELECTRIC UNDERGROUND /^ //ROUGH ELECTRIC (/ D PQOtr^ONDING / ^JELECTPKTSERVICE j/& FWM} ) -/' /? j / tf^tsi S\/9 vi^^-9-t ^JL-*-~~Sl\J£f)-S-\f/ F — cy-n^-*-^- _ ^^-^^^ MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT n PATIO D PPQL D SPA (j D^rGN f /.^TJGRADING -^ D .DRIVEWAY f l^P" SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM esday D Wednesday D Thursday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRESS REQUESTED BY PERSON TAKING REPORT ELECTRICAL D FOUNDATION D FOOTING D REINFORCING STEEL MASONRY GROUT GUNITE TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING D ELECTRIC SERVICE NAL _ __ D FLOOR AND CEILING^OBTRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING MISCELLANEOUS D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. \ Ready For Inspection Dy^onday D AM D PM / \ D Tuesday D Wednesday Thursday D Friday Cit? of Cartefcab REQUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO i C*A V ^S' TIMF ^\J^/ " y ~* *S^ RATF yyi/V^ OWNER ,£> sj s ~~~~ ADDRESS rV^\ (— — "rl-^^^f/t^fyt*^*^ REQUESTED BY ,/ ,9* PHONE NO *""? 2^/ ~~ J'f // ^£^c ^BUILDINGJ D FOUNDATION1>VLP(5bTING D SLAB D REINFORCINS'STkF.L , D MASONRY v] If D GROUT GUNITE /Ut/ D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL ^ PERSON TAKING REPORT jff f* ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS. MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO n POOL a SPA a SIGN D GRADING D DRIVEWAY D FINAL Ready For Inspection D Monday DAM D PM Wednesday^/*///r.D Thursday n Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO r\_ ar~/ T|MF ysxc«v? HATP^-^) OWNER , Q /] V ADDRESS f OtA \^A Jsis-J^t^f^Pjl^^ REQUESTED BY /Ce/u*-c* 7 / PHONE NO 7 £-*? ~ & tf % tf ' /T" // f ' I .^U V PERSON TAKING REPORT <^t)*ff^~-. BU^DI^JG D FOUNDATION ^SsFOOTING D SLAB n REINFORCING'STEEL ^ D MASONRY /I D GROUT GUNITE A / /. ' /// vf . ^n FLOOR AND CEILING SUB FRAMp"^*^ D SHEATHING D ROOF D SHEAR D FRAME n EXTERIOR LATH Q INSULATION X) D INTERIOR LATH OR DRYWALL / -" ' D FINAL n PLUMBING I/ D UNDERGROUND PLUMBING A D SEWER AND PL/CO &)} a TOP OUT PLUMBING F^ n TUB OR SHOWER PAN » D GAS TEST D WATER HEATER D SOLAR WATER D FINAL /7i » (^ r*\ I ^ K- y./ l/t./ » / ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC ~ 1 DJ POOh BONDING M (^WLECTRIC SERVICE ' a FINAL ^x V ^^f^-l^^^^h-^- &-<^J— \J MISCELLANEOUS D CONDITIONED AIR SYSTEMS ,/ D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday Wednesday D Thursday D Friday ESGIL CORPORATION 9320 CHES VPEAKE DR SUITE 2O8 SAN DIEGO CA 92123 (619) 560-1 46S DATE JURISDICTION 6 PAD PLAN CHECK NO D APPLICANT WJURISDICTION D PLAN CHECKER D FILE COPY D UPS D DESIGNER PROJECT ADDRESS f_j 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 &H—fe-h-e—e-n c-l-o sod—e-fc-e-e-k—1-is-t -are resolved and checked by building department staff '~,\=& (30_auJ The plans transmitted herewith have major 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 copy for your information The plans are being held at Esgil Corp 'until corrected plans are submitted for recheck The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to I _ ( 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 F \/Au/£ tof\ BY ESGIL CORPORATION (j ENCL Form 31584 TO f) I dtp of Cartebafc 1200 ELM AVENUE CARLSBAD CALIFORNIA 92008 D APPLICANT COPY D PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET A B C D E F G. H I Plan Check Number Site Address Owner Building Code Applicable_ Occupant Load fur = ^~ Occupancy_ 1979 U B C // Stories Type of Construction y-/y Allowable Floor Area Sprinklers V-A/ Actual Yes Basis for Area Increase _Re marks Date Plans Submitted /%/ry/g 5/z/^s" Date Plans to Plan Checker Ag/ Date Initial Plan Check Completed 7^^-- 5//4<^>5' Applicant Contact Person xg£>» ' By Tel FOREWORD. PLEASE READ 1.This 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, Engineering and Fire Departments For information regarding those departments, please contact Mr Carter Darnell at (619) 438-5.52.5 The items below need clarification, modification or change All items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law lease submit two sets of corrected plans and show on this list wTiere corr>&c4ioris~nv were made i e sheet, detail, etc Return any original plans and documents that / were returned to you by the city The above items may be returned to the City ) Building Department or to Esgil Corporation at 9320 Chesapeake Dr , Suite 208, I San Diego, CA 92123, telephone (619) 560-1468 5* 8/19/82 X / GENERAL Provide the site address and a vicinity sketch on the Title Sheet Provide the names addresses and telephone numbers of the owner and tna responsible design professionals on the Title Sheet 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 Indicate on the Title Sheet whether or not a grading permit is required for this project 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 104 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed Occupancy Group Type of Construction Sprinklers Yes or No Stories Floor Area A/b //-70 Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-D Provide a Bullding/Unit schedule on the Title Sheet Include the following a Designation and area of each dwelling unit type b Number of each designated unit types in each building (Including handicapped access units) c List any other occupancies or uses included in each building, i e common laundry common storage garage, rental office, etc SITE PLAN Provide a fully dimensioned site plan drawn to scale Showt North arrow, property linijs easements streets existing and proposed buildings and structures location of yards used for allowable increase of building area and dimensioned setbacks Provide a statement on the site plan stating "All property lines easements and buildings both existing and proposed, are shown on this site plan" Clearly designate on the site plan existing buildings to remain existing buildings to be demolished buildings to be constructed under this permit and any proposed future buildings Show on the site plan all proposed walls retaining walls and fences Specify their heights on the plans Clearly dimension building setbacks from property lines, street center- lines, and from all adjacent buildings and structures on the site plan Dimension distance from curb to property line Show and dimension on the site plan all building projections including eaves balconies cornices and similar appendages extending beyond the exterior walls Show on the site plan or provide the grading plans showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes Show dimensioned parking layout including any required handicap access spaces Show the location of any designated flood plains open space easements or other development restricted areas on the site plan LOCATION ON PROPERTY 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 504(b) 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 504(cI See possible exception Please show how the court walls will be made to comply with Section S04(c) The exterior walls of R-l occupancies (Type V Construction) less than 5 feet to a property line or an assumed property line, shall be one-hour fire-rated construction The wall shall have a 30 inch parapet (see exception, Section 1709) and the wall shall have no openings, including windows doors, scuppers vents, etc Table 5-A The exterior walls of a Group M occupancy (maximum 1 000 SF) carport or garage, less than 3 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 The exterior wall of a Group H occupancy (maximum 3,000 SF) carport or garage, less than 5 feet to a property line or an assumed property line shall be one-hour fire-resistive construction The wall shall have a 30 inch parapet and shall have no openings Table 5-A, Section 1102 The exterior wall of a B-l occupancy carport or garage (Type V-N Construction), less than 20 feet to a property line or an assumed property line shall be one-hour fire-rated construction When the exterior wall is less than 10 feet a 30 inch parapet and protected openings are required When the exterior wall is less than 5 feet no openings are permitted Table 5-A Eaves over required windows shall be not less than 30 inches from side and rear property lines Section 504(a) // / Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction Section 1710 Projections may not extend more than 12 inches into areas where openings are not allowed Section 1710 Projections over public property must comply with Chapter 45 Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive Section 504(b) Fire-resistive exterior wall construction shall be maintained through attic areas Section 4304(c) When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story Section 504(b) A covered passageway connecting separate buildings oust comply with the requirements for an arcade Section 509 Exterior exit balconies cannot be located in an area where openings are required to be protected Section 3305(i) Exterior stairways shall not project into yards where protection of openings is required Section 3306(n) Yards or courts serving as required exits for more than 10 occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet abqve the court or yard grade Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour Section 3302 definition and Section 3311(d) Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same I ire- resistive rated protection as the wall, or as required for the structural frame for the type of construction whichever is greater Table 17-A footnote 1 and Section 1702 Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected Table 5-A <^-r* L«) (131J Provide cross-section of one-hour corridors serving an occupant load of 10 or more Label corridors on plans as one-hour corridors specify on the plans all doors as 20-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(h) Clearly label and identify on the plans the fire-resistive aatudora ir»i iTpirition uilln. ihnfrm occupancy separation walls and floors exit courts less than 10 feet wide and exit enclosures along with their hourly ratings Section 302(c) OCCUPANCY SEPARATION Storage or laundry rooms that are within Group 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) Provide a full one-hour occupancy separation between R-l and M-l or B-l (H-l up to 3 000 sq ft ) occupancies Fire protection only on the garage side applies to R-3/M occupancy separations not R-l/M occupancy separations Table 5-B and Section 503(d) Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation Section 503(c) The required three-hour rated occupancy separation 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) 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 ONLY if the following conditions are met 1/5 • B-l is Type I construction b B-l/R-1 art* 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 protected exterior wall openings when located within 20 feet from a property line Section 1803(b) All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening The walls of such enclosures shall be not less than two-hour fire-resistive construction and openings therein shall be protected by a one and one- half-hour assembly Section 503(c), Tables 43-A B, C and Chapter 43 ^ -fA FlHA- •*• -hour occupancy separation is required between <£ *r<L/\, < occupancy and the L Tj 1F-. occupancy Table 5-BSection 503(d), Tables 43-A, B, C and Chapter 43 Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation Table 5-B Section 503(d). Tables 43-A, B, C and Chapter 43 No openings are allowed in a four- hour fire-resistive occupancy separation wall Section S03(c) Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq ft Section 503(d), Tables 43- A, B, C and Chapter 43 A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction Openings shall be protected by a one and one- half-hour assembly Section 503(c), Tables 43- A, B C and Chapter 43 \oouuo Be Sfa "-rtf f g <; i no < () fO^ 142 144 14S 146 147 A one-hour fire-resistive separation •hall b« not !••• than one-hour fire-resistive construction Openings shall b« protected by a one-hour assembly Section 50](c), Tables 43- A, B, C and Chapter 43 Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped Steel electrical outlet boxes not exceeding 16 square inches per 100 square feet of wall may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall Section 4304(e) Fire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706 Clarify that wiring within concealed spaces complies with Section 4305(e) Ducts penetrating one or two-hour occupancy separation walls must have fire dampers A fire door is required for three-hour separations Section 4306(j) Usable space under the first story, when constructed of metal or wood shall be separated from the non-usable space and the story above as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing of non-combustible construction or solid wood core, not less than 1-3/4 inches in thickness Section 1703 Show the basis for the rating of the occupancy separation you propose, i e Item number in Table 43-A, B, C Gypsum Fire-Resistive Design Manual U L , etc SOUND TRANSMISSION (Title 25Chapter 1, Subchapter 1, Article 4 Section 28) UBC standard No 35 (1-3) UBC Appendix Chapter 35 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 STC 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 Show how penetrations of assemblies for piping electrical devices re- cessed cabinets bathtubs soffits or heating ventilating or exhaust ducts shall be sealed lined or in- sulated or treated to maintain the required ratings Dwelling unit entrance doors from interior corridors together with their perimeter seals shall have a STC rating of not less than 30 R-l occupancy buildings located in noise critical areas (CNEL con- tours 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 45 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 The Title Sheet or Site Plan should clearly 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" QYZ O-n\j-S,-ft ceeo, JT 4r)0*2- ) O U EXITS '/ "/ •y In all occupancies, floors above the first story having more than 10 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 10 Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the bulldirg or area served Section 3303(c) The maximum number of required exits and their required separation must be maintained until egress is provided from the structure Section 3303(a) Where a required exit enters a yard, the yard must lead to a public way Section 3301 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 Basements require two exits, except basements in an individual dwelling unit Section 3302(a) Total width of exits in feet shall be not less than total occupant load served divided by 50 Tributary occupant load from basements and stories above shall be per Section 3302(b) and the maximum width required for any story shall be maintained No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit horizontal exit, enclosed stairway or exit passageway measured along the path of travel This may be increased 100 feet if last 150 feet is in a corridor Section 3303(d) (See exceptions) Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly or part of smoke and draft control or when equipped with panic hardware Section 3304(b) '/ 18& Exit doors from each unit should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees Maximum leaf width is 4 feet Section 3304(e) 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 max- imum 7-1/2 inch drop may occur provided the door does not swing over the drop Section 3304(h) Doors should not project more than 7 inches into the required corridor width when fully opened nor more than one-half of the required corridor width when in any position Section 3305(d) Revolving, sliding and overhead doors are not permitted as exit doors Section 3304(g) A door may open over a stairway landing provided the door in any position, does not reduce the clear area of the landing, in the direction of travel to less than one-half the required width of the stairway Section 3306(g) Minimum exit court width is 44 inches Section 3311(b) Change in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court Section 331 Kb) 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) Ramps required by Table 33-A shall not exceed 1 12 other exit ramps 1 8 Rajnps steeper than 1 15 shall have handrails as required for stair- ways Minimum size landings and landing clearances must be provided Section 3307 12 O 2/6 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 An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level Usable space is not allowed under the stairs Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke- proof enclosures Section 3310(b) In buildings four or more stories, one stairway must extend to the roof Section 3306(o) It must be in a smokeproof enclosure in buildings over 75 feet in height Section 3306(0) Handrails are required on each side of stairways Stairways required to be more than 88 inches wide shall have intermed- iate handrails Stairways not over 44 inches wide or stairways serving one dwelling unit may have one handrail if not open on both sides Private stair- ways (1 tenant) 30 inches or less in height may have one handrail private stairways not over 3 risers serving a single dwelling unit (R-3 R-l) need not have a handrail Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and for private stairways s&t 1 east one C shall extend 6 inches beyond top an bottom risers -S'AlY'sEairS 'snail teTmTnate Tn~zTTlW5*l-BTysafety post Section 3306(j) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail Section 3306IJ) Every stairway landing shall have a dimen- sion, measured in the direction of travel, at least equal to the stairway width Section 3306(g) Op«ninga in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating unless two separated exterior stairways serve an exterior exit balcony Section 3306(1) CORRIDORS Corridors and exterior exit balconies nerving 10 or more occupants must be minimum 44 inches wide and 7 feet high to the lowest projection Corridors serving R-3 and individual R-l units may be 36 inches wide Section 330S(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 330S(f) Corridors serving 10 or more occupants in R-l or 30 in other occupancies shall have walls and ceilings of one-hour construction except a Corridors greater than 30 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) One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes/ except openings in interior walls of exterior exit balconies Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b) doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top Section 3305(h) Total area of all openings except doors in any portion of an interior corridor shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor Section 3305(h) Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampen! per Section 4306(j) _&: Viewports in 20 minute rated corridor doors cannot exceed I inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700*F Section 3305(h) Provide a complete architectural section of 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) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling Section 3305(g) Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system Section 3305(g) See attached details for approved methods of providing one-hour corridor construction When two exits are required, dead end corridors and exit balconies are limited to 20 feet Section 3305(e) Exterior exit balconies cannot be located in areas where protected op ings are re- quired Section 3305(i) EXIT SIGNS Exit signs are required since the occupant load exceeds 50 Show all required exit sign locations Section 3314(a) Show that exits are lighted with at least one foot candle at floor level Section 3313(a) Show that the power supply for exit illumination and exit signs is provided by two separate cir- cuits (Occupant load exceeds 100) Section 3313(b)l Show separate sources of power for exit illumination and exit signs (Occupant load exceeds 100) Section 3313(b)2 The exit sign locations as shown are not adequate P-l GENERAL OCCUPANCY REQUIREMENTS Every apartment house three stories or more in height or containing more than IS dwelling units and every hotel three or more stories in height or containing 20 or more guest rooms shall have an approved fire alarm system as specified in the Fire Code Section 1202(a) (See exception) 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 2516U) Every sleeping room below the fourth story shall have at least oneopenable window or exterior door for emergency escape or rescue The clear opening shall be at least 5 7 sq ft 24 inches high and 20 inches wide The finish sill height shall not exceed 44 inches above the floor One room must contain a minimum of 150 sq ft of superficial floor area Section 1207(b) Habitable rooms, other than kitchens shall contain at least 70 sq ft of floor area Section 1207(b) Window area must be a least 1/10 of the floor area (minimum 10 sq ft 1 in Section 1205U) Openable window area must be 1/20 of the floor area (minimum 1-1/2 sq ft ) in bath- rooms, laundry rooms and similar rooms Section 1205(a) One-half of all required window area must be openable in No habitable room other than -a kitchen shall be less than 7 feet in any dimension Section 1207(c) CAjd- ft ~tr> wi g " [} .T. 2-" S Vou 2*0 Show a 7 foot - 4 Inch minimum ceiling height for habitable rooms other than the kitchens Section I207(a) Show a 7 foot minimum ceiling height for the kitchens halls corridors laundry rooms and bathrooms Section 1207(a) Provide 30 inches clear width in water closet compartments and 24 inches clearance in front of the water closet Section 511(a) 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 Show location of fire extinguishers Title 25 CAC Specify safety glazing for glazing in hazardous locations such as glass doors glazing adjacent to such doors and glazing adjacent to walking surfaces Section 5406 Glazing in shower and tub enclosures (including windows) shall be tempered laminated or approved plastic Section 1711(f)(g) ROOF Fire-retardant roof cover is required for R-l occupancies which are more than two stories or have more than 3 000 sq ft of projected roof area or where less than 10 feet from the extremity of the roof to a property line or an assumed property line Section 3202(b) and 3203(e) 2/3 A Class fire-retardant roof covering is required Specify roof pitch Roof pitch is not adequate for roof covering specified Specify minimum pitch of Specify roof material and application."^ Specify ICBO approval number for roof materials not covered in UBC C.'-^f Specify roof slope for drainage or design to support accumulated water Section 3207(a) Show roof drains and overflows Size drains per Appendix D of UPC Section 3207(a) Provide skylight detail* to show compliance with Sections 3401 and 5207 or provide ICBO approval number Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO approval number Show attic ventilation Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least SO percent of the required vent is a least 3 feet above <*ave or cornice vents Section 3205(c) Provide a minimum 22 x 30" (or 30" x JO" if equipment is in attic) attic access opening Section 3205(c) FIRE EXTINGUISHING Fire sprinklers are required on any story or basement when the floor area exceed! 1,500 sq ft and there is not provided at least 20 sq ft of opening entirely above the adjoining ground in each SO lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away Section 3802(b) Fire sprinklers are required in a basement if any portion of a basement is more tSan 75 feet from openings in an exterior will Section 3802(b) Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors Sprinkler heads shall be accessible for servicing Section 3802(b) Provide fire sprinklers Khen serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central proprietary or remote station service or shall be provided with a local alarm which will give an audible signal at a constantly attended location R-l occupancies over three stories shall have standpipes as required by Table 31!-A A first story as allowed by Section 702 shall be induced in determining the number of stories when determining if standpipes are required Section 3806 ffr 01-1=C ~S 2. ENERGY CONSERVATION PLEASE READ Hew State Mandated Regulations (California Ad- ministration Code) became effective June IS 1983 and requires that the design satisfy one of the alternative energy packages A B, C D E 1, 2 3, 4 5 6 or AB 163 The law also require* that many mandatory conservation items be satisfied is in Zone Copies of the Residential Energy Conservation Manual may be obtained from Publications Unit, California Energy Commission 111 Howe Avenue MS-JO, Sacramento California 95825, (Tel (916) 920-6216) California Building Officials also maintain a telephone "hotline" between 10 00 A M and Noon and 1 00 P M to 4 00 P M at (916) 456-3823 Show on the title sheet of the plans, the alternative energy package that was selected le A B, C 0, E, 1, 2, 3, 4, 5, 6 or AB 163 to show compliance, and provide calculations and other data, appropriate to that selected padcage The responsible designer should sign a statement on the plan title sheet, "The design submitted substantially conforms to the Energy Regulations for Residential Buildings " Show the "R" value for the walls, floors, celling and related areas Provide a schedule on the plans showing thermal mass requirement Specify rooms, materials required area and thickness of materials Show double glazing as per Energy Design, on Glazing schedule Show total glazing areas on the plans Show on the plan how shading requirements will be satisfied Show on the plans details of required movable insulation Show how the cur- tains or device will be sealed and gasketed to provide a dead air space 39* The plans are not in compliance with the energy conservation compliance package selected or design calculations provided Show on plans conformance as follows Specify on the Building Plans all of the mandatory energy conservation requirements as listed on the enclosure titled "Manda- tory Energy Conservation Requirements" Show the size, type and location of the space heating (or cooling) system and provide energy calculations if the out- put BTU/Hr exceeds 45,000 BTU/Hr out- put Outdoor pools and spas with fossil fuel heaters require pool covers as well as other energy saving devices such as time Clocks, etc T20-1406 FOUNDATION Provide a copy of the project soil report prepared by a California licensed Civil Engineer The report shall include foundation design recommendations based on the engineers findings and shall comply with UBC Section 2905 Specify on the foundation plan or structural specifications sheet the soil classification the soil expansion index and the design bearing capacity of the foundation Provide a letter from the soils engineer confirming that the foundation plan grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpoi - ated into the plans (When required by the soil leport) The foundation plan does not comply with the following soil report recommendation!s) for this project L-°£ ¥>rT\0"ft') OP IV10lVrL?l2B ? 37 przre IboT Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation 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: a the building pad was prepared in accordance with the soils report) b the utility trenches have been properly backfilled and compacted, and; c the foundation excavations forming and reinforcement comply with the soils report and approved plan* Provide spread footings for concentrated loads designed for 1,000 psf soil bear- Ing or per bearing value as determined by an engineer or architect Chapter 29 Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills Chapter 29 Note on the plans that wood shall be 6 inches above finish grade Section 2S16(c)7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations Section 2905(f) Dimension foundations per Table 29-A yn *Note on the plan that hold down anchors anist be tied in place prior to founda- tion inspection Show adequate footings under all bearing walls and shear walls Section 2907(d) Show stepped footings for slopes steeper than 1:10 Section 2907(c) Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders Section 2SU(c)2 Show pier site spacing and depth into undisturbed soil Table 29-A Show minimum under floor access of 18 inches by 24 inches Section 2516(c)2 Show minimum under floor ventilation equal to 1 sq ft for each ISO sq ft of under floor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516(c)6 Specify that posts embedded in concrete shall be pressure treated per UBC Standard No 25-12 Section 2516(01 Show foundation sills to be pressure treated, or equal Section 2516(c)3 Show foundation bolt size and spacing Section 2907(e) Specify size ICBO number and manufac- turer of power driven pins Show edge and end distance and spacing Section 306U) Show size embedment and location of hold down anchors on foundation plan Section 2303(b}4 NUMBER OFnoon •UPPUHICD IT IXC POUNO4J1ON «WUX 6 8 10 UMTmsomrr 6 S 10 12 11 IS DEPTH •CUW UMOtsnmeeo GROUND SUKMC1 12 11 24 i MECHANICAL All heating ventilating and cooling systems and appliances shall comply with the Uniform Mechanical Code Show the size location and type of all heating and cooling appliances or systems Show source of combustion air for furnace will comply with Chapter 6 UMC Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70° F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC Sec 1211 Show minimum 30" deep unobstructed work- ing space in front of furnace Note on plans, clearances to be per man- ufacturers listing Sec 704 UMC Furnace shall not be installed under any stairway Sec 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec 704 UMC Show ICBO approval for prefab fireplace and provide approved installation in- structions at job site Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches Sec 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace Sec 708 UMC Show details to comply with Section 709 for furnace under the floor. Section 708 for attic furnace, or Section 710 for roof or outside furnace Note on plan gas vents and non-combust- ible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC Sec 1706(a)6 ELECTRICAL All wiring shall comply with the National Electrical Code Note on the plan the amperage of elec- trical service Show the location of the electrical (service equipment as approved by the serving utility company) Dimension any cabinet encroachments into side yards Show all panel and subpanel locations Provide a single line diagram and load calculations including a Hiring method employed b Sizes of all conductors, switches, circuit breakers fuses and conduits c Approximate length of service fi eders Show location of all electrical re< ep- tacles Electrical receptacle locations and/or spacing is not adequate in *<T ** fVot- £t CoiZ" Show minimum dwelling lighting (NEC Art 21 0-26 (a) and GFI s in garage, baths and outdoors NEC Art ZlO-B(a) Note "UFER" ground to be provided (NEC) Art 250-81 "^ PLUMBING All plumbing shall comply with the Uniform Plumbing Code 4>«Show the utility approved location of the gas meter (s) on the site plan Show water heater size, type and location on plans Show method of providing combustion air to fuel burning water heater Sec 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom Sec 1309 Provide adequate barrier to protect water heater from vehicle damage Sec 1 UO Show T and P valve on water heater and show route of discharge line to exterior Sec 1007(e) Provide dryer vent to outside 1903 UMC Sec Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices Sec 1003 Shower stall shall accommodate 30" circle and have a minimum floor area of 900 sq in UPC 909(d) o following naces specifying mandatory requ I r-eman Is should b« incorporated on plans iheits or contained within Jot> spec Iflcat Ion documents Ewcitcr OF THE ST1TE Of C4UFOHT* (IJ All heating, ventilating, air conditioning and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified to the California Energy Coaolsslon {21 A two stage thermostat which controls the supplenentary heac on Its second stage shall be required for h«*t puaps (3) Thermostats shall b« equipped with an automatic setback which Che building occupanc can program to automatically set back the thermostat Set points for at least 2 periods within 2* hours (*) Equlpaent which requires preventive maintenance to maintain efficient operation shall be furnished with complete accessary maintenance information (5) AH gas-fired fan type central furnaces, gas-fired fan typo wall furnaces, and cooking appliances shall be equipped with an interalttent ignition device (6) All fan systeos exhausting air to the outside shall be pro- vided with backdraft dampers (71 All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to confora to the provisions of Section 1005 of the OMC, 1976 Edition (8) A vapor barrier is required in climate zone 1, 14, and 16 (9) All manufactured windows and" sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certi- fied and labeled (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater 112} The five feet of pipe closest to the water heater. If outside conditioned space, shall be insulated with a minimum of H-3 Steaa and steam condensation return piping and recirculating hot water piping outside the building envelope shall be Insulated in accordance with T20-l«Q6{d) (13) Lamps used In luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (1*) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight fitting closeable Jietal or glass doors covering the entire opening of the firebox a combustion air intake equipped with a readily accessible operable, and tight fitting damper to draw air from the outside of the building and a tight fitting flue damper with a readily accejilsie control (16} Insulation used shall comply with California Quality Standards (17) The insulation Installer shall post a signed certificate Section ?76 (18) For Infiltration control all openings and penetrations must t>< caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires FORM CCXll/St Datet Jurisdiction Prepared VALUATION AND PLAN CHECK FEE Q Bldg. Dept, D Esgil PLAN CHECK NO. BUILDING ADDRESS _ APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NO DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION Z*;ts/>L?{Z- (973-rZ, /Zx^/?J / Air Conditioning Commercial Residential Res or Conun Fire S-orinklers Total Value BUILDING AREA <J/#7 &,/ -" //*70 (^/ ' VALUATION MULTIPLIER 4^^. - te*> - % 0 <§ VALUE F / 304-74- f /r^/# /^s; 7^^ Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1 1) D Handicapped Regulations (Fee x 1 065) C 0 M ME NTS,_ 8/4/82 ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 2O8 SAN DIEGO CA 92123 (619)560-1468 5i t _r—f n rt T n* /* // -7 / ^* < / I fl< 1J A i C, Co// // sf o i—L-IL—,..Jm-»m»_nM~. CCT32^^K5 JURISDICTION fZ&rr,iL^j3tt2 CJPLAFCHEC K E R D FILE COPY PLAN CHECK NO ^ 6""' g 5~6 --^ _ D UPS D DESIGNER PROJECT ADDRESS _ gP The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes [~~] The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff r~j The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck f_| The check list transmitted herewith is the jurisdiction's copy for your information The plans are being held at Esgil Corp "until corrected plans are submitted for recheck I ] The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person f~1 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. | 1 Esgil staff did advise applicant that the plan check has been completed Person contacted _ Date contacted Telephone # REMARKS BY ENCL ESGIL CORPORATION Form 31584 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 2403 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A PLANNING COMMISSION DETERMNATION FOR AN INCREASE OF DENSITY ABOVE THE MINIMUM OF 20 DU'S/ACRE TO 29,1 DU'S/ACRE TO ALLOW THE CONSTRUCTION OF A TRIPLEX ON PROPERTY GENERALLY LOCATED ON THE NORTH SIDE OF CHINQUAPIN AVENUE BETWEEN GARFIELD STREET AND CARLSBAD BLVD. APPLICANT JACK N. HALL CASE NO: PCD-75 WHEREAS, a verified application for certain property to wit: Lot A of Block "l", Palisades, in the City of Carlsbad according to Map 1747 filed in the Office of the County Recorder on February 5, 1923. has been filed with the City of Carlsbad and referred to the Planning Commission; and WHEREAS, said verified application constitutes a request as provided by Title 21 of the Carlsbad Municipal Code; and WHEREAS, the Planning Commission did, on the 9th day of January, and on the 23rd day of January, 1985, consider said i request, anT WriERCAS, at said hearing, upon hearing and considering al testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to the Planning Commission Determination; and NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission as follows- A) That the foregoing recitations are true and correct. B) That based on the evidence presented at the public hearing, the Commission APPROVED PCD-75, based on the following findings and subject to the following conditions: Findings; 1) The proposed project complies with all requirements of the Carlsbad Zoning Ordinance as discussed in the staff report. 1 2) The design of the proposed project justifies the density requested because: the density conforms with adjacent 2 densities and land uses, the project has only three units and the design is compatible with other projects in the area. 3 3) The project is consistent with all City public facility pol- 4 icies and ordnances, since- a) The Carlsbad School District has written a lettei, dated 5 December 19, 1984, stating that school facilities, will be available to this project. b) All necessary public improvements have been provided or will be required as conditions of approval. 7 c) The applicant has agreed and is required by the inclusion of an appropriate condition to pay a public facilities 8 fee. Performance of that contract and payment of the fee will enable this oody to find that public facilities will 9 be available concurrent with need as required by the general plan. 10 d) Assurances have been given that adequate sewer for the project will be provided by the City of Carlsbad. 11 4) The proposed projecV is compatible with the surrounding 12 future land uses since surrounding properties are designated for residential development on the general plan. 13 This project will not cause any significant environmental 14 impacts and a Negative Declaration has been issued by the Lane Use Planning Manager on December 24, 198* and approved by the 15 Planning Commission on January 23, 1985. 16 Conditions: 17 1) Approval is granted for PCD-75, as shown on Exhibit "A", datec Septemoer 11, 1984, incorporated by reference =mJ on file in 18 the Land Use Planning Office. Development shall occur substantially as shpwn unless otherwise noted in these 19 conditions. 20 2} This project is approved upon the express condition that building permits will not be issued for development of the 21 subject property unless the City Engineer determines that sewer facilities are available at the time of application for 22 such sewer permits and will continue to be available until time of occupancy. 23 3) This project is approved upon the express condition that the 24 applicant shall pay a public facilities fee as required by City Council Policy No. 17, dated April 2, 1982, on file with 25 the City Clerk and incorporated herein by reference, and according to the agreement executed by the applicant for 26 payment of said fee, a copy of that agreement, dated August 15, 1984, is on file with the City Clerk and incorporated 27 herein by reference. If said fee is not paid as promised, this application will not be consistent with the General Plan 28 and approval for this project shall be void. PC RESO NO. 2403 -2- 1 4) Approval of this request shal not excuse compliance with all sections of the Zoning Ordinance and all other applicable 2 ordinances in effect at time of building permit issuance. 3 5) This approval shall become null and void if building permits are not issued for this project within one year from the date 4 of project approval. 5 6) Water shall be provided to this project pursuant to the Water Service agreement between the City of Carlsbad and the Costa 6 Real Water District, dated May 25, 1983. 7 Land Use Planning 8 7) The applicant shall prepare a detailed landscape and irriga- tion plan which shall be submitted to and approved by the Lan|3 9 Use Planning Manager prior to the issuance of building permits. 10 8) All landscaped areas shall be maintained in a healthy and 11 thriving condition, free from weeds, trash, and debris. 12 9) Any signs proposed for this development shall be designed in conformance with the City's Sign Ordinance and shall require 13 review and approval of the Land Use Planning Manager prior to installation of such signs. 14 10) The trash receptacle area shall be enclosed by a solid fence 15 with gates. Location and design of said trash receptacle shall be approved by the Land Use Planning Manager. 16 11) All roof appurtenances, including air conditioners, shall be 17 architecturally integrated and concealed from view etnd the sound buffered from adjacent properties and streets, pursuant 18 to Building Department Policy No. 80-6, to the satisfaction o(f the Lend Use Planning Manager and Building and Planning 19 Director. 20 Engineering 21 12) Prior to hauling dirt or construction materials to any proposed construction site within this project the developer 22 shall submit to ana" receive approval from the City Engineer for the proposed haul route. The developer shall comply with 23 all conditions and requirements the City Engineer may impose with regards to the hauling operation. 24 25 26 27 28 PC RESO NO. 2403 -3- 1 2 3 4 5 6 7 8 9 Engineer 10 14) Additional drainage easements and drainage structures shall b 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 13) The developer shall exercise Special care during the construction phase of this project to prevent any off-site siltation. The developer shall provide erosion control measures and shall construct temporary desiltation/detention basins of type, size and location as approved by the City Engineer. The basins and ero&ion control measures shall be shown and specified on the grading plan and shall be constructed to the satisfaction of the City Engineer prior to the start of any other grading operations. Prior to the removal of any basins or facilities so constructed the area served shall be protected by additional drainage facilities, slope erosion control measures and other methods required or approved by the City Engineer. The developer shall maintain the temporary basins and erosion control measures for a pencil of time satisfactory to the City Engineer and shall guarantee their maintenance and satisfactory performance through cash deposit and bonding in amounts and types suitable to the City provided or installed as may be required by the County Department of Sanitation and Flood Control or the City Engi- neer. t 15) The developer shall pay the current local drainage area fee prior to approval of the issuance of any grading or building permit for this project or shall construct drainage systems ih conformance with the Master Drainage Plan and City of Carlsbap Standards as required by the City Engineer. 16) The developer shall make an offer of dedication to the City for all public streets and easements required by these conditions or shown on the Site Development Plan. The offer shall be made Prior to issuance of any building permit for this project. All land so offered shall be granted to the City free and clear of all liens and encumbrances and without cost to the City. Streets that are already public are not required to be rededicated. 17) Improvements listed in this section shall be installed or agreed to be installed by secured agreement by the developer before the issuance of any building permit. The developer shall obtain approval of the plans from the City Engineer and pay all associated fees and performance guarantees prior to issuance of any building permit. The developer shall install said improvements to the satisfaction of the City Engineer prior to issuance of a Certificate of Occupancy or occupancy of any portion of the project for any purpose. The improvements are: PC RESO NO. 2403 -4- 4 20 21 22 23 24 "DECLARATION OF RESPONSIBLE CHARGE" 25 26 27 28 a) Chinquapin Avenue, one-half width plus a 12 foot lane, local street standards along the project frontage, excepting only that the street may be constructed within the existing 50 fpot wide right-of-way. The developer shall make an offer of dedication to the city for a 5 foot wide public access and utility easement along the project frontage. - 18) The developer shall support, shore and shall construct such facilities to protect the structures conditioned by PCD-75 >. from damage the existing masonry wall along the easterly line of this project fail and so as to assure the stability of said n wall during and after the construction of this project. The methods of complying with this condition (including o calculations and drawings satisfactory to the City Engineer) shall be submitted to the City Engineer and his approval of the methods obtained prior to issuance of any building permit for this project. 19) Approval of PCD-75 is contingent on approval of a street width and improvement standards variance by the Planning Commission. If the variance is not approved this approval is -,« void. Approval of PCD-75 shall in no way bind the city to approve the street width and improvement standard variance 20) Unless a standard variance has been issued, no variance from City Standards are authorized by virtue of approval of this project plan. 15 21) The developer shall coirply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project 17 22) All private driveways shall be kept clear of parked vehicles •jo I at all times, and shall have posted "No Parking/Fire Lane Tow Away Zone" pursuant to Section 17.04 040, Carlsbad Municipal 19 i Code 23) All plans, specifications, and supporting documents for the improvements of this project shall be signed and sealed by the Engineer in responsible charge of the work. Each sheet shall be signed and sealed, except that bound documents may be signed and sealed on their first page. Additionally the first sheet of each set of plans shall have the following certificate: I hereby declare that I am the Engineer of Work for this project, that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with current standards. PC RESO NO. 2403 -5- •H 1 I understand that the check ol project drawings and specifications by the City of Carlsbad is confined to a review 2 only and does not relieve me, as Engineer of Work, of my responsibilities for project design. 3 (Name, Address and Telephone of Engineering firm) 4 Firm: 5 Address 6 City, St.: 7 Telephone: 8 BY _Date: (Name of Engineer) 9 R.C.E. NO. # 10 24) The developer shall provide the City with a reproducible mylar 11 copy of the site plan as approved by the Planning Commission. The site plan shall reflect the conditions of approval by the 12 City. The plan copy shall be submitted to the City Engineer prior to improvement plan submittal. 13 25) Prior to approval of any grading or building permits for this 14 project, the owner shall give written consent to the annexation of the area shown within the boundaries of the site 15 plan into the existing City of Carlsbad Street Lighting and Landscaping District No. 1. 16 Parks and Recreation 17 26) The final landscape plan to be approved by the Parks and 18 Recreation Director. 19 27) Street trees to be planted per city standards and meet approval of the Parks and Recreation Director. 20 21 22 23 24 25 26 27 28 PC RESO NO. 2403 -6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on 23rd day of January, 1985, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: Chairman Farrow, Commissioners Schlehuber, L'Heureux, Marcus, Smith and Rombotis. None Commissioner McFalden. None. VERNON CARLSBAtf airman SSION ATTEST: MICHAEL J. H0LZM]feLER LAND USE PLANNING OFFICE PC REfSO NO. 2403 -7- T~—State of California George Deukmejian, Governor 1 / California Coastal Commiss.on San Diego Dib'r.ct 6154 Mission Gor^e Road Suite 220 San Dicqo California 92120 (619 280 b992 ATSS 636 5868 On March 27, 1985 COASTAL EEVELOPrerr PERMIT 6-05-56 ?age 1 of 2_ , The California Coastal Commission granted to Mr & Mrs Jack Hall this permit for the development described below, subject to the attached Standard and Special conditions Descriptioi Demolition of an existing single-family residence and construction of a tn/o-story, three-unit apartment structure with attached five-car garage Site Lot area Building coverage Pavement coverage Landscape coverage Parking spaces Zoning Plan designation Project density Ht abv fin grade 4,500 sq ft, 2,270 sq ft, (50%) 1,070 sq ft (24%) "e,152 sq ft, (267) 5 R-3 Residential High Density 20-30 du/ac 29 du/ac 24 ft,, 6 inches 182 Chinquapin Avenue, Carlsbad, San Diego County APN 206-013-11 Issued on behalf of the California Coastal Comnnss MICHAEL L FISCHER Executive Director and S Prr/'Il IS HOT VALID UNLESS INj L .'L A CCY Cf TK, PTO.ir WITH THE _ ____ >iC ^ ^ > ^ :..-' :,1T P,iS BEEN RE- TO i c Cu , JSSlOiJ OFFICE ACKNOWLEDGEMENT -^ VI %x. The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof Date Signature of Permittee 5/81 COASTAL DEVELOPMENT PERMIT NO, 6-55-56 Page 2 of 2 STANDARD CONDITIONS 1* Notice of Receipt and Acknowledgement The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of tre permit and acceptance of the terms and conditions, is returned to the Commission office 2 Expiration If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application Development shall be pursuec in a Diligent manner and completed in a reasonable period of time Application for extension of the permit mu;r be made prior to the expiration date 3 Compliance All development must occur in strict compliance with the proposal as set forth below Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval 4 Interpretation Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission 5 Inspections The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24-hour advance notice 6 Assignment The permit may be assigned to ary qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit 7 Terms and Condit;ons Run with the Land These terms and conditions shell be peipetual, and it is tie intention of the Commission and the permittee to bind all future owners and possessors of the subject property to tne terms and conditions SPECIAL CONCITIONS None (PLAN CHECK NUMBER fa~<m~bADDRESS PLANNING'TYPE OF STRUCTURE SCHOOL FEES' SAN OIEGUITO CARLSBAD % COVERAGE BUILDING HEIGHT_ * ENCES/WALLS — Tt'O CAR GARAGE, £ COMMENTS REQUIRED SETBACKS FRONT SIDE REAR SoH- uiu Q* UJ •—i G_ O C UJ J REDEVELOPMENT APPROVAL REQUIRED' D LANDSCAPE PLAN COMMENTS ADDITIONAL OK TO I^SUE '••****••7 . / V^^T^J^** »^» ^S ^y Jy .»• ^.V^^ «*• -1 •^ S ^ "jf^ jS*^«S^p^»^*S X o: UJ UJ UJ DESCRIR IN L VIPROVEMENTS E.D.U' Ul 7SEWEP LATERAL- GRADING PERfUl DRAINAGE- EASEMENTS' DRIVEWAY ADDITIONAL COMMENTS OK TO ISSUE DATE ENGINEERING INSPECTION REQUIRED PUBLIC WORKS INSPECTOR- FINAL OK DATE IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) THOMAS AND ASSOCIATES Post Office Box 286 SOLANA BEACH CA 92075 (619) 481 6818 JOS- SHEET NO CALCULATED BY- CHECKED BY SCALE DT OF — DATE- DATE- Cet/ihi * 2 / Z 3 5 to * I I Deck'. f 3 rame , Jt Zen* Ci] \ «_, IK toi™, djii on;i THOMAS AND ASSOCIATES Post Office Box 286 SOLANA BEACH CA 92075 (619) 481 6818 JOB.H*ll SHEET NO CALCULATED BY- CHECKED BY SCALE DT OF i-> DATE_J2_/Z DATE n Y- A- /' 4/4- V- V A PRODUCTM*l (K THOMAS AND ASSOCIATES Post Office Box 286 SOLANA BEACH CA 92075 (619) 481 6818 JOB- SHEET NO OF- CALCULATED BY. CHECKED BY SCALE DT DATE. DATE- 3/7,66 * 7/2./>* 7970 A _ L, " (-- - 4-1 ^ n Y- -- it. PRODUCTZ04-1 ^5v t J^lnc G otoo Ma» QUA THOMAS AND ASSOCIATES Post Office Box 286 SOLANA BEACH CA 92075 (619) 481-6818 JOB- SHEET NO CALCULATED BY- CHECKED BC SCALE OF OATE- OATE- - 4-77 M- V- 3W- /57 W -* Jl 4o l"ltOaiaiOH/\ s7!!* l.f»lon Mia 011)1 THOMAS AND ASSOCIATES Post Office Box 286 SOLANA BEACH CA 92075 (619) 481 6818 JOB- SHEET NO OF-6 CALCULATED BY- CHECKED BY SCALE DT OATE- OATE- 3-2.6,-&* { ' Me W// i/= / <E>,W< l/= PDOOUCI2MI ;A, ,| ,'lnc Cioton Mm OKU THOMAS AND ASSOCIATES Post Office Box 286 SOLANA BEACH CA 92075 (S19) 481 6818 PHFFT Mn CALCIII ATEI nv OHFCKPHBC <?ri«= ^•^ OF & LSI r>4TF ^"C-tjf (03 —> DATE td*/J- +nl>.<rr<« - 35* /^' £/ -r = 54-1 tf ^ /1? 7 //Vt//i,/Inc Goton Mjss 01471 DAVID M THOMAS AND ASSOCIATESPost Office Box 286SOLANA BEACH CA 92075(714) 481 6818 JOB-A/*// Tnpl^7 OF-CALCULATtD BY.CHECKEDCYSCALE _D3L DATE.DATE-.•> - _ - - 1t-i BLOCKa W •a Jz M < a: w uH z •J Mo ffl OS 1 O < CM U Xen swo o 0 NAILIhU X z HtJ M « Uo CO uzo zo u o NAILING: t MATERIALW4& S Xoor-| 00 •o Ol r-l VO OPz •O rH O os 00 9> O r-l X X zu •oin •0 a u 04 rH @ XinO4rH Ct •o 08 Z1•o rH U X CD W O X OS Obz U I•oin •O JQa o, Ol X ® 0int-4 vo 91•a 04 r-l 04 Z •0 r-l U o oo w o r-l X "8. 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Post Office Box 20627 6280 Riverdale Streeti San Diego, California 92120 SOUTHERN CALIFORNIA SO AND TESTING INC 62BQ RIVERDALE ST SAN DIEGO CALIF 9212O TELL 2BO 4321 P D BOX 2D&Z7 SAN DIEGO CALIF 92 D 74 B 3 1 VELIE WAY PALM DESERT CALIF 9 2 Z 6 P TELE 346 1 O " B 6 7 S ENTERPRISE ST E S I D N D I O D CALIF 9 Z O 2 5 TELE 746 4544 May 16, 1984 Mr. Jack Hall 2619 Cove Street Corona Del Mar, Cal forma 92625 SCS&T 15064 Report No. 1 SUBJECT Report of Soil Investigation for the Proposed Hall Residence, 182 Chinquapin Avenue, Carlsbad, California. Dear Mr. Hall In accordance with your request, we have performed a soil investigation for the subject project. The findings and recommendations of our study are presented herewith. In general, we found the site suitable for the proposed development pro- vided the recommendations presented in the attached report are followed. If you have any questions regarding this report, or if we may £>e of fur- ther services, please do not hesitate to contact our office. Respectfully submitted, SOtftHERN Cpfll?SRNI^SQJ£\& TESTING, INC. Daniel B. Adler, R.C.E. #36037 DBA JRH mw , cc (6) Submitted JohiTR. High, Project ogist DUTHERN CALIFORNIA SOIL AND TESTING INC TABLE OF CONTENTS PAGE Introduction and Project Description „ 1 Project Scope 1 Findings < 3 Site Description 3 Soi 1 Descn pti on 4 Conclusions 4 Recommendati ons „ 4 Grading 4 Site Preparation 4 Drcinage , 5 Earthwork 5 Foundations 5 General 5 Rei nf orcement 6 Concrete Slabs-on-Grade „ 6 Sett 1 ement Characteristies 6 Expansive Characteristics..... ........6 Lateral Resistance * 6 Limitations 7 Review, Observation and Testing 7 Uniformity of Conditions 7 Change in Scope 8 Time Limitations. 8 Professional Standard 8 Client's Responsibility 9 Field Explorations... 9 Laboratory Testi ng 10 ATTACHMENTS PAGE Figure 1 Site Vicinity Map 2 Plate 1 Plot Plan Plate 2 Unified Soil Classification Chart Plate 3-4 Trench Logs Plate 5 Single Point Consolidation Test Result Plate 6 Direct Shear Tests APPENDIX Recommended Grading Specifications and Special Provisions SOUTHERN CALIFORNIA SOIL AND TESTING INC G2BQ RiVERDALE BT SAN DIEGD CALIF 9 212 O TELE 2BQ 4321 P P BOX 2DG27 SAN DIEGD CALIF 92<2O 74 B31 V £ L I E WAV PALM DESERT CALIF 9 2 2 6 D TELE 346 1 O ™ B 67B ENTERPRISE ST E 3 C' O N D I 13 O CALIF 92DZ5 TELE 746 45^4 SOIL INVESTIGATION HALL RESIDENCE 182 CHINQUAPIN AVENUE CARLSBAD, CALIFORNIA INTRODUCTION AND PROJECT DESCRIPTION This report presents the results of our soil investigation for the pro- posed Hall Residence, to be located at 182 Chinquapin Avenue in the City of Carlsbad, California. The site location is shown on the vicinity map provided as Figure 1. It is our understanding that the subject project will consist of a two story residential structure of wood-frame constructor. Shallow founda- tions as well as conventions! slab on-grade floor systems are anticipated. Grading will be minimal. No site plans were available for the preparation of this report. The approximate site configuration and location of our subsurface explorations are shown on Plate Number 1 of this report. PROJECT SCOPE This investigation consisted of surface reconnaissance, subsurface explorations, obtaining representative disturbed and undisturbed samples, SOUTHERN CALIFORNIA BOIL AND TESTING INC /\ SOUTHERN CALIFORNIA ^=T=^ SOIL, & TESTING, INC. HALL RESIDENCE BY SMS JOB NUMBER 15064 DATE 5-22-84 Figure No 1 SCS&T 15064 May 16, 1984 Page 3 laboratory testing, analysis of the field and laboratory data, and prepara- tion of this report. Specifically, the intent of this investigation was to a) Explore the subsurface conditions to the depths influenced by the proposed construction. b) Evaluate, by laboratory tests, the pertinent engineering proper- ties of the various strata which will influence the development9 imJuding their bearing capacities, e>pansive characteristics and settlement potential. c) Develop soil engineering criteria for site grading. d) Determine potential construction difficulties and provide recom- mendations concerning these problems. e) Recommend an appropriate foundation system for the type of struc- tures anticipated and develop soil engineering design criteria for the recommended foundation design. FINDINGS SITE DESCRIPTION The subject site is a rectangular lot located at 182 Chinquapin Avenue in the City of Carlsbad. The site is nearly level and is bounded by Chinqua- pin Avenue on the south, indeveloped land on the west and residential homes on the north and east. A single-story, wood-frame house is located on the southern portion of the site. Vegetation consists of landscaped shrubs and lawn grasses. Overhead utilities were observed along the northern property line and the subsurface utility service was observed on the southern property line. A septic tank exists at the site. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 198^ Page 4 SOIL DESCRIPTION The subject site is underlain by a relatively thin mantle of weathered terrace deposits consisting of daik, reddish brown, humid, loose, silty sands. As encountered in our trenches, this rratenal was found to extend to a depth of 3.5+ feet. The loose sells appea" to extend to only approxi mately 18t inches in depth, south of the ex'sting structure. The sur ficial deposits were found to be underlain by terrace deposits consistint] of red brown, humid to moist, medium dense to dense, silty sands extending to the maxi num exploration depth. CONCLUSIONS The subject site was found to be uncerlain by a relatively thin layer of loose, porous deposits extending to a maximum depth of 3.5+ feet. Due to their compressible potential, these soils, in their present condition, are considered unsuitable for the support of set^ement sensitive improvement and will require remedial grading in tne form of removal and recompartion. A septic tank exists north of the existing structure. It is our under- standing that the tank will be removed. RECOHMENPATIONS GRADING SITE PREPARATION. Site preparation should begin with the demolition of the existing structure and removal of all debris, deleterious matter and vegetation. Existing loose soils underlying areas to receive structural loads should be removed to natural ground. Firm natural ground is defined as soil having an in-place density of at least 85% of the maximum dry density as determined in accordance with ASTM Test Procedure D1557-78, Method A. The exposed natural ground should then be scarified to a depth SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Page 5 t of 12 inches, moisture conditioned and recompacted to at least 90% of maximum dry density at a minimum moisture content at or slightly above optimum. It is anticipated that the maximum removal depth will be 3.5+ feetf. Removal operations should be extended to a minimum horizontal dis- tance of five feet from the perimeter of the improvements. Ar existing septic tank will be removed. The resulting void should be backfilled with properly compacted soils. DRAINAGE: The site should be graded and maintained such that surface drainage is directed away *rom structures and the top of slopes intc controlled drainage devices. EARTHWORK All earthwork and grading contemplated for site p-eparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the standard Recommended Grading Specifications. All fill should be compacted to a minimum of 90% at slightly over optimum moisture content. Utility trench backfill within 5 feet of the proposed structures and beneath pavements should be compacted to a minimum of 90% of its maximum dry density, The maximum dry density of each soil type should be deter- mined in accordance with A.S.T.M. Test Method 1557-78, Method A o~ C. FOUNDATIONS GENERAL. Conventional spread footings having a minimum width of 12 inches and founded at least 12 inches below the lowest adjacent finished grade are recommended for the support of the proposed structi/re. Such footings may be designed for an allowable soil bearing pressure of 2000 psf. This bearing pressure may be increased by one-third when considering wind and/or seismic loading. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Page 6 REINFORCEMENT. It is recommended that minimum reinforcement consist of two No. 4 reinforcing bars, one located near the top of the footing and one near the bottom. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcment necessary to satisfy structural considerations. CONCRETE SLABS-ON-GRADE. Concrete slabs-on-grade should have 3 minimum thickness of four inches and be reinforced with 6"x6"-W1.4xW1.4 (6"x6"- 10/10) welded wire "abnc throughout. The slao should be underlain by a two-inch-thick layer of clean sand, khere moisture sensitive floor cover- ings are planned, the slab should be underlain by a visqueen moisture barrier. A one-inch-thick layer of clean sand should be provided above the visqueen to allow Droper runng. SETTLEMENT CHARACTERISTICS: The anticipated total and/or differential settlements for the proposed structure may be considered to Se within tolerable limits provided the recommendations presented in this report are followed. EXPANSIVE CHARACTERISTICS The prevailing foundation soils were visually classified as nondetnmentally expansi/e. LATERAL RESISTANCE: Resistance to lateral loads may be provided by fric- tion at the base of the footing and by passive pressure against the adja- cent soil. For concrete footings on compacted soil, a coefficient of friction of 0.43 may be used. For calculating passive pressure, dn equiva- lent fluid unit weight of 300 pounds per cubic foot may be usecf for com- pacted soil. Passive pressure should not exceed 1,500 pounds per square foot. When combining fnctional and passive resistance, the latter should be reduced by one-third. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS& 15064 May 16, 1984 Page 7 LIMITATIONS REVIEW, OBSERVATION AND TESTING The recommendations presented in this report are contirgent upoi our re- view of find plans and specifications. Tne soil engineer and ergineenng geologist should review and verify the compliance of the final grading plan with this report and with Chapter 70 of the Uniform Building Code. It is recommended that Southern California Soil & Testing, Inc. be re- taimd to provide continuous soil engineering services during the earth- work operations. This is to observe compliance with the design concepts, spec fications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior tc start of cons ruction. UNIFORMITY CF CONDITIONS The recommendations and opinions expressed in this report reflect our best estinate of the project requirements based on an evaluation of tre subsur- face soil condition* encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undis- closed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifi- cati)ns if necessary. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Page 8 CHANGE IN SCOPE This office should be advised, of any changes in the project scope ot proposed site grading so that it may be determined if the recommendation^ contained herein are appropriate. Tins shoulc be verified in writing or modified by a written addendum. TIME LIMITATIONS The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the State-of-the-Art and/o- Government Codes may occur. Due to such changes, the findings of thii> report may oe invalidated wholly or n part by changes beyond our control, Therefore, this report should not be relied upon after a period of two years without a review by us the suitability of the conclusions and recom- mendations. \ PROFESSIONAL STANDARD In the performance of our professional service1, we comply with that leve1 of care and skill ordinarily exercised by memDers of our profession cur- rently practicing under similar conditions and in the same locality. Tho> client recognizes that subsurface conditions nay vary from those encoun- tered at the locations where our borings, surveys, and explorations are made, and that our data, interpretations, and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but shall not be respon- sible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and noi warranty of any kind whatsoever, express or implied, is made or intended SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Page 9 in connection with the work performed or to be performed by us, or by oir proposal for consulting or other services, or by our furnishing of oral o~ written reports or findings. CLIENT'S RESPONSIBILITY It is the responsibility of Mr. Jack Hall or his representatives to ensure that the information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorpor ated into the project's plans and specifications. It is further hir> responsibility to take the recessary measures to ensure that the contrac- tor and his subcontractors carry out such recommendations during construc- tion. FIELD EXPLORATIONS Two subsurface exploration were made at the locations indicated on the attached Plate Number 1 on April ^0, 1984. These explorations consisted of trenches excavated utilizing a rubber-tired backhoe equipped with a 24-inch bucket. The field work was conducted under the observation of our geology personnel. The explorations were carefully logged when made. These logs are presen ted on the following Plates Number 3 and 4. The soils are described n accordance with the Unified Soils Classification System as illustrated ori the attached simplified chart on Plate 2. In addition, a verbal text- ural description, the wet color, the apparent moisture and the density or consistency are presented. The density of granular material is given as, either very loose, loose, medium dense, cense or very dense. The consis- tency of silts or clays is given as either very soft, soft, medium stiff, stiff, very stiff, or hard. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1981 Page 10 Disturbed and undisturbed samples of typical and representative soils were obtained and returned to the laboratory for testing. LABORATORY TESTING Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials ^A.S.T.M.) test methods or suggested procedures. A brief description of the tests performed is presented below a) MOISTURE-DENSITY. Meld mo sture content and dry density were determined for each undisturbed sample obtained. Thi!> informa- tion was an aid to classification and permitted recognition of variations in material consistency with depth. The dry unit weight is determined in pounds per cubic foot, and the field moisture content is determired as a percentage of the soil's dry weight. The results are summarized in the trench logs. b) CLASSIFICATION. Field classifications were verified in the laooratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. c) COMPACTION TEST. The maxiirum dry density and optimum moisture content of typical soils were determined in the labpratory in accordance with A.S.T.M. Standard Test D-1557-78, Method A. The results of these tests are presented herein. Maximum Dry Moisture Sample Description Density (pcf) Content (%) Tl @ l'-3' Dark Red Brown Silty Sand 125.4 9.3 SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Page 11 d) DIRECT SHEAR TESTS. Direct shear tests were performed to deter mine the failure envelope oaseu on yield shear strength. Th* shear box was designed to accomodate a sample having diameters o 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and at saturated moisturs content. The shear stress was applied at a constant rate of strain of approximately O.Oci inches per minute. The results of these tests are presented on attcched Plate Number 6. e) CONSOLIDATION TEST. Single point consolidation tests were per- formed on selected "undisturbed" samples. The consolidatio i apparatus was designed to accomcdate a 1-inch high by 2.375 inch or 2.500 inch diameter soil sample laterally confined by a brass ring. Porous stones were placed in contact with the top and bottom of the sample to permit the addition or release of pore fluid during testing. Selected loads were applied to the samples and the resulting deformations wtre recorded. The percent consol- idation fcr each load cycle i > reported as the ratio of the amount of vertical compression to the original one-inch sample height. The test samples were inundated to determine their behavior tnder the anticipated footing load as soi< moisture increases. The results of these tests are presented on Plate 5. SOUTHERN CALIFORNIA SOIL AND TESTING INC H- OC O NO SCALE !T2 T1 EXISTING HOUSE CHINQUAPIN AVE, LEGEND: m TRENCH LOCATION S\ SOUTHERN CALIFORNIA ^=j=X SOIL & TESTING, INC. HALL RESIDENCE BY SMS JOB NUMBER 15064 DATE 5-22-34 Plate No 1 SUBSURFACE EXPLORATION LEGEIMO UNIFIED SOIL CLASSI-ICATION CHART SOIL DESCRIPTION GUOUP SYMBOL TYPICAL NAMES 1 COARSE GRAINED More than half of material is larger than No 200 sieve size GRAVELS CLEAN GRAVELS More than half of coarse fraction 13 larger than No 4 sieve size but smaller than 3 ( RAVELS WITH FINES Appreciable amount of fines) SANDS CLEAN SAVDS More t>an half at coarse fraction is smallei than No 4 sie/e _ize SANDS WITH FINES (Appreciable amount of fines) 11 FINE GRAINED More than half of material is smaller than No 200 sieve size SILTS AND CLAYS Liquid Limit less than 50 SILTS AND CLAYS J iguici Limit cjreater than 50 HIGHLY ORGANIC SOILS GW Well graded qravels gravel- sand mixtures little or no fines GP Poorly graded grawels gravel sand mixtures little or no fines GM Silty gravels poorly graded gravel-sand-silt mixtures GC Clayey gravels poorly graded gravel-sand clay mi> tures 5W WeJl graded sand gravelly sards little or no fines 3P Pocrly graded sands gravelly sards little or no fines SM Silty sands poorly graded sard and silt mixtures SC Clayey sands poorly graded sard and clay mixtures ML Inorganic silts and very fire sands rock flour sandy silt or clayey-silt-sand mixtures with slight plast- ] icity , CL Inorganic clays of low to i medium plasticity gravelly | clays sandy clays silty | clays lean clays I OL Organic silts and organic J silt> clays of low plasticity MH Inorganic silts micaceous or diatomaceous fine sandy or silty soils elastic silts CH Inorganic clays of high plasticity fat clays OH ^. Organic clays of medium _ to high plasticity PT Peat and other highly organic soils — - Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample CK - Undisturoed chun'x sanpla BG - Bulk samole SOUTHERN CALIFORNIA BOIL & TESTING, ||\JC aaeo BIVEHDALC STREET BAN OIEOO CALIFORNIA BB1BO HALL RESIDENCE 4f BY JOB NO DBA 15064 DATE 5-22-84 Plate No 2 — I 0. UJ Q 1 t 3L 4_ 5_ 6- 7- UJ o. 1- LLJ O. 2 < C/5 BAG DS DS IK zo ^c o *^ <" to 1/5 o SM SM TRENCH NUMBER 1 ELEVATION DESCRIPTION Dark Red Brown, SILTY SAND, Porous (Weathered Terrace Deposits) Red Brown, SILTY SANJ (Terrace Deposits) Trench ended at 8' V 1 UJ -) < 05 o. 0 < Z | Humid Moist Humid to Moist z 2 -uj ui (/) ^ W UJ Q. (fl Q ' Sgo Loose Medium Dense Medium Dense to Dense t- C/5 U) •- Xcc UJ *5 <r ZJ t- H Z (/) UJ 6 £s oo a* z UI Q > — 1- O -1 as s 1 -1 H I - — — —I y^V SOUTHERN CALIFORNIA >$W/ SOIL & TESTING.INC. SUBSURFACE EXPLORATION LOG LOGGED BY j^ DATE LOGGED n_2Q_gA JOB NUMBER , £-r.,/. n, . ., _15064 Plate No 3 — — I t- o. LU 1- 2- 3 4_ 5_ 6_ 7_ 8 UJ a>. t-AMPLECO CK BAG CK CK zo < 0 ^w ^ CO <t CJ SM SM TRENCH NUMBER 2 ELEVATION DESCRIPTION Dark Red Brown, SILTY SAND, Very Porous (Weathered Terrace Deposits) Red Brown, SILTY SAND (Terrace Deposits) Becomes Friable Trench ended at 8' I- W Z ff LU — . < to S; 5 < 5 Humid Humid to Moist >- 2 2 t LU LU to OC •" Z < OT IDa. a a < Z c ^ 0 0o Loose Medium Dense to Dense H— (0 LU ••- Q 0a a; Q 97 9 113 8 OC CO w O z S o o 3 3 4 5 — 2 UJ Q > ~ t- O < «t -1 0. LU ^ ~ — _ — — - _ — — — y^S, SOUTHERN CALIFORNIA Sqr^ SOIL & TESTING, INC. SUBSURFACE EXPLORATION LOG LOGGED BY jH DATE LOGGED 4_3Q_g4 JOB NUMBER ] 5064 Plate No 4J _______ u_ CO (S) cr u i/) DIRECT SHEAR SUMMARY i r. 2M L 2 2L NORMAL STRESS, KSF SAMPLE DESCRIPTION ANGLE OF INTERNAL FRICTION (°) COHESION INTERCEPT Tl @ 2-3 Remolded to 90%31 100 /\ SOUTHERN CALIFORNIA \=J5/ SOIL & TESTING, INC. HALL RESIDENCE BY DBA JOB NUMBER 15064 DATE 5-22-84 Plate No 5 SINGLE POINT CONSOLIDATION TEST RESULTS SAMPLE NO - INITIAL MOISTURE, % / - INITIAL DENSITY, PCF - % CONSOLIDATION BEFORE WATER ADDED - % CONSOLIDATION AFTER WATER ADDED - FINAL MOISTURE, % - AXlAL LOAD, KSF T2 @ 2' 3 3 97 9 3 3 9 1 17 9 2 58 T2 @ 41 4 5 113 8 1 6 2 5 11 8 2 58 SOUTHERN CALIFORNIA SOIL & TESTING , INC. • ••O RIVBRDAL.B BTRBHT • AN OIHdO, CALIFORNIA •B1BO HALL RESIDENCE BY DBA JOB NO 15064 DATE 5-2?-84 Plate No 6 SCS&T 15064 May 16, 1984 Appendix, Page 1 HALL RESIDENCE, 182 CHINQUAPIN AVENUE, CARLSBAD RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERAL INTENT The intent of these specifications is to establish procedures for clear- ing, compacting natu-al ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grcdes shown on the accepted plans. The recommendations contained in the preliminary soil investiga- tion report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the soil report for which they are a part. No deviation from these specifications will be allowed, except where specified in the soil report or in other written comirunication signed by the Soil Engineer. OBSERVATION AND TESTING Southern California Soil & Testing, Inc. shall be retained as the Soil Engineer to observe and test the earthwork in accordance with these speci- fications. It will be necessary that the Soil Engineer or his representa- tive provide adequate observation so that he may provide an opinion that the work was or was not accomplished as specified. It shall be the re- sponsibility of the contractor to assist the soil engineer and to keep him apprised of work schedules, changes and new information and data so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary soil report are encountered during the grading operations, the Soil Engineer shall be contacted for further recommendation^. SCS&T 15064 May 16, 1984 Appendix, Page 2 If, in the opinion of the Soil Engineer, substandard conditions are en- countered, such as, questionable or unsuitable soil, unacceptable moisture content, inadequate compaction, adverse weather etc., he will be empower- ed to either stop construction until the conditions are remedied or cor- rected or recommend rejection of this rork. Test methods used to determine the cegree of compaction should be per- formed in accordance with the following American Society for Testing and Materials test methods Maximum Density & Optimum Moistuie Content - A.S.T.M. D-1557-78 Density of Soil In-Place - A.S.T.M, D-1556-64 or A.S.T.M. D-2922. All densities shall be expressed in terms of Relative Compaction as deter- mined by the foregoing A.S.T.M testing procedures. PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brusn and debris derived from clearing operations shall be removed, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished apperance, free from unsightly debris. Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from with n 10 feet of the structure and properly capped off. The resulting depressions from the above des- cribed procedures should be backfilled with acceptable soil that is com- pacted to the requirements of the Soil Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Appendix, Page 3 storm drains and water lines Any bu-ied structures or utilities not to be abandoned should be investigated by the Soil Engineer to determine if any special recommendation will be necessary. All water wells which will be abandoned should be backfilled and capped in accordance to the requirements set 1orth in the Geotechnical Report. The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of thr> well and should be determined by the Soil Engineer and/or a qualified Structural Engineer. When the slope of the natural ground receiving fill exceeds 20% (5 hori- zontal units to 1 vertical unit), the original ground shall be stepped or benched. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide or 1 1/2 times the equipment width which ever is greater aid shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified hereinbefore for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the Soil Engineer. After clearing or benching, the natural ground in areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture con- tent, compacted and tested for the irinimum degree of compaction in the Special Provisions or the recommendation contained in the preliminary soil investigation report. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as r,atural soil which possesses an in-situ density of at least 85% of its maximum dry density. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 Hay 16, 1984 Appends, Page 4 FILL MATERIA1 Materials placed in the fill shall be approved by the soil engineer and shall be free of vegetable macter and other deleterious substances. Gran- ular soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks, expansive and/or detrimen- tal soils are covered in the soils report or Special Provisions. Expan- sive soils, soils of poor gradation, or soils with low strength character- istics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the soil engineer. Any import material shall be approved by the Soil Engineer before being brought to the site. PLACING AND COMPACTION OF FILL Approved fill material shall be pldced in areas prepared to receive fill in layers net to exceed 6 inches in compacted thickness. Each Uyer shall have a uniform moisture content in the range that will allow the compac- tion eftort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to the minimum speci- fied degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designec for soil compaction or of proven reliability. The minimum degree of compcction to be achieved is specitied in either the Special Provisions or the recommendations contained in the preliminary soil investigation report. When th> structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with ',,011 such that the minimum degree of compaction recommended in the Special Provisions is SOUTHERN CALIFORNIA D O I L AND TESTING INC SCS&T 15064 May 16, 1984 Appendix, Page 5 achieved The maxinum size and spacing of rock permitted in structural fills and in non-structural fills is discussed in the soil report, when applicable. Field observation ard compaction tests to estimate the degree of compac- tion of the fill will be taken by the Soil Engineer or his representative. The location and frequency of the tests shall be at the Soil Engineer's discretion. When the compaction test indicates that a particular layer is less than the required degree of compaction, the layer shall be reworkec to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical intervals of not greater than four feet. In addition, fill slopes at ratios of two horizontal to one vertical or flatter, should be track- rolled Steeper fill slopes shall be over-built and cut-back to finish contours. Slope compaction operations shall result in all fill material six or more inches inward from the finished face of the slope having a relative conpaction of at least 90% of maximum dry density or that speci fied in the Special Provisions section of this specification. The compac-. tion operation on the slopes shall 0e continued until the Soil Engineer is satisfied that the slopes will be stable in regards to surficial stabil- ity. Slope tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction is beirg achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Soil Engineer in the form of a daily field report. SOUTHERN CALIFORNIA ^ O I L AND TESTING INC SCS&T 15064 May 16, 1984 Appendix, Page 6 If the method of achieving the required slope compaction selected by the Contractor fails to produce ,he necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compciction is obtained, at no additional cost to the Owner or Soils Engineer. CUT SLOPES Tne Engineering Geologist shall inspect all cut slopes excavated in rock or lithified formational matenal during the grciding operations at inter- vals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engi- neer to determine if mitigating measures are necessary. Unless otherwise specified in the soil and geological ieports no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice. The presence of the Soil Engineer or his representative or the observation and testing snail not release t,ie Grading Contractor from his duty to compact all fill matenal to the specified degree of compac- tion. SOUTHERN CALIFORNIA SOIL AND TESTING INC SCS&T 15064 May 16, 1984 Appendix, Page 7 SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. RECOMMENDED GRADING SPECIFICATIONS-SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compcicted backfill shall be at least 90 percent. Detrimentally expansive soil is defined as soil which wi1! swell more than 3 percent against a pressure of 150 pounds per square foot from a condi- tion of 90 percent of maximun dry density and air dried moisture content to saturation. Oversized fill material is defined as rocks or lumps over 6 inches in diameter. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. Transition Lots. Where transitions between cut and fill occur within the I proposed building pad, the cut portion should be undercut a minimum of one foot bplow the base of the proposed footings and recompacted as structural backfill. SOUTHERN CALIFORNIA 5OIL AND TESTING INC DC- City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL (619) 438-5525 MISCELLANEOUS RECEIPT Job ' ^« Owner 1 Mailing * Address fL(o^\ fjdf tftfufff City . . Zip Tel. 7^1 fytijy^ u6L» J*AM2 ^^Uf^s toii>*'}'^'}0 Contractor Address City Zip Tel. State Lie. City S. Classlf. Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION Mf« ^ I JP0*4M00 jMWl ASSESSORS PARCEL NO fyfo -*^|$-*|1 DESCRIPTION OF WORK tittM^^jh £% \ $&$&& \03fe Af&lD CbuSTTfcUCfLOH ^f" T|t»PU£d( /L'SA£lPJ*\ PLAN ID NO. ^J 5~*^«? &WT» DESIGNER ADDRESS -fef,^. jtt/ldW^lO /2-<H'^ jW^I Mfr PHONE *y^~0t&3 10 It CONTACT PERSON pdj. CLACt^fiJt^^O 1M-**£3 ^gftfyft^ „ v 1 MISCELLANEOUS FEE REC^]^',^-'!^^ n • PLAN CHECK FEE 01-00-00-8806 D VALUATION / o2 / ¥4^^' ** S/ ' S f n .DEMOLITION n HOUSE MOVING PI PARKS AND RECREATION FFF PI PUBLIC FACILITIES FEE LJ SCHOOL FEE - DISTRICT | ( Carlsharl I I Enninitas I I San Diego I I San Marnos G CERTIFICATE OF OCCUPANCY n n n n n n n n D •n D TOTAL FEE 85?jH -^ ^ ^JJfr *?£-j 'WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: ^ HC Tt! I *•*••• •** White—Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor THE ITEMS LISTED BELOW MUST BE INCLUDED WITH THE PLANS FOR NEW BUILDING CONSTRUCTION - . . ^ cj . BUILDING, PLANNING, ENGINEERING, AND FIRE DEPARTMENTS WILL REVIEW TRESE PLANS Most submissions for plan check including single family dwellings require soils report, energy calculations and structural calculations. * Itea* 1 through 6 auat be on the front page of plana. 1. Site Address 2. Legal Description 3. Assessor's Parcel Number 4. Contact Person - Name and Daytime Phone Number 5. Sewer Letter, if project is in Leucadia County Water District or San Marcos County Water District. . 6. Provide any Planning Commission or City Council Action Number on this property (If applicable) f J?^03 . •*"" Variance Number; Conditional Use Permit Number; Tract or Parcel Map Number; Zone Change Number; Planned Development Number; Redevelopment Permit Number; Specific Plan Number, or Site Development Plan Number. 7. A Plot Plan clearly showing all new—and existing buildings on the property. On remodels show where building footprint is revised: A. Quantity of Grading in cubic yards. (If no Grading is required, write "NO GRADING" on Plot Plan.) If a Grading Permit is required, a separate plan (prepared by a Registered Civil Engineer) is required. CONTACT ENGINEERING DEPARTMENT FOR SPECIFICS. NOTE; Grading must be complete and accepted (Compaction ReportCa] submitted) by the City prior to issuance of the Building Permit. B. Distance between structures and distance to property lines. C. Existing slopes and drainage facilities on the site and adjacent properties. D. Existing adjacent public improvements. E. All easements on property. F. Existing water ;and sewer services (if applicable). (Commercial,industrial,and apartment buildings must show service size and provide necessary calculations supporting service sizing.) G. Proposed lot drainage pattern. H. Property lines and approximate lot dimensions. To the best of my knowledge, ALL the above listed information has been provided on the plans. NOTE: FAILURE TO SUPPLY THE ABOVE INFORMATION MAY RESULT IN THE REJECTION OF YOUR BUILDING PLAN SUBMITTAL, OR A TIME DELAY IN YOUR PLAN Ct T**TAf^ i |c vmawL/uy\ ^ '- n\ cfc» Applicant's SignatureDataj (For Departaent Uae Only) PLAN CHECK NUMBER £ J^L ^6 U GATE LANDSCAPE PLAN REVIEW APN CONTACT NAME PHONE SEE PLANS FOR CORRECTIONS DATE OK TO ISSUE SUBMIT REVISED PLANS WITH ORIGNIAl. SUBMITTAL ff & -a O O i ro ~U I >Qr> to CD O D