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HomeMy WebLinkAbout2808 CAZADERO DR; ; 81-451-A; PermitDECLARATIONS LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR Gold — Temporary FilePink — ApparYellow — Assessor(1) Finance (2) Data Process,White — Inspector n ;ERT OF OCCUPANCU EDCO PECIAL CONDITIQ'\ CD C o CT3 1 i \^\ &* \ '- O CO , ~> , ^ ^ ^.•-^ r JL ^»1ECHANICALr -* ^-— 1 i - m LECTRICAL, :L_ ^, <„ TJ LUMBINGD Sr\ \ e_ O CO ^m z ^ V\ 1 2r-r- TlO5) 3 -SIto r- ^g53Tl 0 3- 3s o'< 5 "Tl tco a: irrji ^ j^ j!^ 1 p-i'fc-' ^3 r**^5 ^ 1 IT] 5) D O j "^ ^i V ' i^J \*" ^\^ <?ENTILATING SYSTEMS, '{ -*~ ^ rf - s. im 5 V O OZo COo(- 7J en-< Hms-en "*/ ; i - \\ s\ DCnH «o m 33m Tl "U TJ Z! U)MECHANICALo F 1 - SMOKE DETECTO 33 CD ONDING-^ ' m LECTRIC SERVICE '.-" ' JJ OUGH ELECTRIC, m LECTRIC UNDERGROUND_f — j •EMPORARY POWERELECTRICALo Hm CO / H C CO O X O m 3J / TJ LUMBING TOP OUT' ^•B •D LUMBING UNDERGROUND/•* \ "N ^ C ? \ CO im 33 CDr— no v PLUMBING_ "2.Hm 33 O 33 I— >HT 2= D33 < > I— 1 m XTERIOR LATH INSULATIOI^ Tl 33 m CO tfEATHINGt_4\* ^c ^A ^*¥ ^ Tl D O33 Om i— O COc CO 33 ^m CD Hm O33 Q33 O H ^lASONRY<?- **-. «5 3J EINFORCED STEEL _„•*• i^. (j \ -^ V • *^! Tl OUNDATION*- I.. * ) •Of & •% tl t gBUILDING INSPECTION TYPEO /v> CX-tm •""\ en m ,0 1H DECLARATIONS LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTORI i fnnrt s Njmpi • »sn 'sns^z 5"2^Tft ta n n?^ 3£«£O ™-3F"V 3 LJ U'|i i:i^ ifls ails § i5Sg. 5?§!T3' 5^"^ 2?|5 | 5 ill ilHI fit- =iop 1 ^ SoU — 5^C—J ft'rJitfl'Q Q.""fTlTl - ^C5$"" *rt^h ~°*^Q.?2 C?ffi |o* SB|S| ^|go lS|i I COMPANYD 1 hereby aftirm thai 1 ha*ea certificate o' consenito sell insure or a certificate of WorKersCompensation Insurance or a certified copy Ihereot(Sec 3800 Labor Code], POLICV NO1 1 1 larnpYpmpiunflpf SPT H H.PC.1 fulfil zHjSfllHHl ISSlliflj&fli:;°*3ll =« splits* affilt-UliMn-H£:§" ^l-iSiSms s = >-?S6|^l:o?|^l^c.as| iff;lfiE££ii nJlif3!*^^- !!lli!i ilaiillllsll iIlfHSsJl*??^^^Q 1 h«r«by aftirm t^^^^H| censed undarprovisions of ChaptJ^^^^pmencIng withSection 7000) of DIvls^^Rf the Business•nd Professions Code and my license 18 Infull force and effectlir. Nn ClawEXPENSES WHICH MAY IN AWY WAY ACCRUE AGAINST SAID CITYGRANTING OF THIS PERMIT•z. nozwm OcrnZOm HHm 1«c Sr* J^ 03 1O a 1 HAVE CAREFULLY EXAMINED THE COMPLETE[CERTIFY UNDER PENALTY OF PERJURY THATDECLARATIONS ARE TRUE AND CORRECT ANDISSUED TO COMPLY WITH ALL CITY, COUNTYSTRUCTION WHETHER SPECIFIED HEREIN ORKEEP HARMLESS THE CITY OF CARLSBAD AGA> M H _. tlr~~~txzc O AGREE TO SAVE fNDEMhABILITIES JUDGMENTS COFION AND PERMIT3MATION HEREONCERTIFY AND AGRLAWS GOVERNINm « -^ro_z z E/5 — ^ m 2 TX > >Q H H rn o D z wm-: >D"0 1 M tn 5k Z nm k 1 OO X> a TJ 3 O ma (D D m ||ff "• °- = &n Erory permit tssv&tf&yexpire by limitation andby such peimit is not cortif Ihe building or workat any time after the woIlil ftrg Otftete! umtef thenull and void II thewitntn leOdaysfromted by such permitimenced for a periodyrov/SiOna otfaisDuildmg or workthe dale of such3 suspended orof 180davsit- AN OSM* PERMIT5 0 DEEP AND DSTRUCTURES OVf« fteouiReo FOR EXCAVATIONS ovfB JEMKXITION OR CONSTRUCTION OF jR 3 STORIES IN HEKSHT 1TOTAL ELECTRICAL— • — . — (o—i o •X)TOTAL FEES PAYABLE> 8 c 'TEMP OCCUPANCY (30 DAYS)— \ o m oo . T3C/l - — . c ^ — 1m -Q TJ O m fO CD TJC/5 . — • **• ^ < \REMODEL/ALTER PER CIRCUITT3 Z O ^=* "^ \ \ \ Crt Z3 « O dnCJl 01 CJl CJ (O ^ • T3 -oX T3 -a > •— • \ tnu IO o enno oC/l U3 • •EXIST BLDG EA AMP/SWT/BKRoo 3 CD X :T \ \ m o Olin CTlrj TJ X •D X cn—io C73 —1 en \ -—^ s otu CT a. ai ai CJ to NEW CONST EA AMP/SWT/BKRCOLLECTORS ^N SCHOOL FEE DISTRICTO ELECTRICAL PERMIT - ISSUEOH SOLAR - ISSUEoCl mm PUBLIC FACIL1TIES FEE 25 ODD 4933TOTAL PLUMBING |J.OJ* ^TOTAL MECHANICAL-n m T35 mIDen CD ooo STRONG MOTo en Ol CD u it m o 33O O"Tl o C/3 C3m cr— X CD CDCDCD CT — •WATER SOFTNERRELOCATIDN OF EA FURNACE/HEATERMOBILEHOME PARK 1NSP^-EACH VACUUM BREAKERMECH EXHAUST - HOOD/DUCTSSoro m o m CD CDoCD s — - -EACHINSTAl. ALTER REPAIR WATER PIPEVENT FAN SINGLE DUCTmoX o r— o ooo r\j -& — • ••EACHGASSYSTEMSOR MORE1 i METAL FIREPLACEm mo—i o r— CD CDO CO -c EACH GAS SYSTEM 1 TO 4 OUT LETS»BOILER/COMPRESSORS 15 HP—io—i r—cz CD CD OCDCD fS fc J •*-.EACH WATER HEATER AND/OR VENTf BOILER/COMPRESSOR UPT03HP• •o o mo;*; o CDCD CDCDOl k ^:EACH8UILOINGSEWER' e o m33 CDCD CDCDCD CD -1 CO z T3 33 ^i O aCDCD •o fi EACH FIXTURE TRAPINSTALL FURN DUCTS JP TO 100 000 BTUBUILDING PERMIT 0i ro o PLUMBING PERMIT ISSUEJ ^O MECHANICAL PERMIT - ISSUESUMMARY/ACCOUNT NUMBERCENSUS TRACTOTJ Zoc1/1m PARKING SPACERES UNITSGRADING PERMIT ISSUEDYG N DREDEVELOPMENTAREAvD NDTYPECONSTOCC LOAD-< — D 5 Not Valid Unless Machine Certifiedi Tr <f ( I •>.-.• 1 i a ^ z D r mrm NOSTORIESOOO O•v mac r / si^ ) ft OE&CRIPTION OF WORKi DESIGNER 5 ADDRESS1 DESIGNER S PHONECDa iwiio til I\3inn %, ra J4jJ-Ol ICD ruru CD r^ .f o >oui on CD D rOH i BLOCK SUBDIVISIONASSESSOR PARCEL NODESIGNER 'Si? "£S[XI ^ 0 m I *STANDARD PLAN #BUILDING SO FOOTAGE5 51 $ ^O P i^* **! o r g i Si m 1) « &)LICENSE NOTJr Z Q Q)rOoc m nOOm Or ! b i&i? N : *•— » M 3li §> H3 s ^ 3^f 3! ^i CONTRACTORS PHONE «4^-'Z/9i|g m O r*3 s — - mIf ">\J Ifl OQ ? H DATC'OF APPLICATION! BUSINESS LICE^S&J*^.MW2L.;S"M l73£VALUATOZ 03 ,1 mD "T^» -CARLS.^hBUILDINC1200 Elm, Ca^^Bcalifornla 920085 DEPARTMENT ^B APPLICATION & PEF(714)4385525 ^^^H • White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink —Applicant Gold — Temporary File Om3J-i OTl OCCUR/j^ 2Ol~~~*. en-omo i —1 oO o H O~z1 , O —BUILDS*—CD — - '/ O CO — -MECHAf^L O - rri """-n O — i 3 pa O — O CO c/> Hm •n Z r- s 1 OR FINALCO o t) p s m "2. H H ING SYSTEMS~^ - ., - T:m H 1 55 oo•z.o 1 COol~>J) CO -4m CO oco-1 e° -o m 33 m Tl T3 TJ CD MECHANICALo Tl 1 SMOKE DETECT!u 33 BONDING^ t ELECTRICSERVICE^—ROUGH EL.ECTRIC-.— -ELECTRICUNDERGROUND^— •TEMPORARY POWERELECTRICALCO HmCOH C CD O SHOWER PAN-o C CD O H O "D O CH -o 33 m i UNDERGROUNDCO Tl Tl 33 O CD nO PLUMBING-im 33 O 33 >H I 2> a 3?< >ir~EXTERIORLATH INSULATION*^_FRAME*SHEATHINL7> Tl D O33 0Tl ~ COC CO Tl ^m m O 33 £71 3DO H MASONRYREINFORCma COHmm Tl O H O BUILDINGINSPECTION TYPEa Hm 01 mO O ^ 1 N '— Sv t s- *,. , ,- , ' r • f * t ^ " 1 - r - , v i' ^ •» "i -g 7- '" ^^> - •,' * •* - ' .-v , f - *•" • f - i " • » •*- '. . ,f B , .n"•* • - ^ V * , ' \ f C- !1 * ""* '/• i 1p- • ' ' - ( V"1 V ;« 7•j ^ ^: - i -)- --. ! m (7) O C/Jo 7cn "" ,SPECIAL MASONRY' (/ '*'"1 HIGM STRENGTH| BOLTS\ T] n O sm a zo [* .POST TENSIONEDCONCRETEv 'PRESTRESSEDCONCRETE— .,._ 1 „..1 STRUCTURAL CONCRETf1 OVER 2000 PSi-- _SOILS COMPLIANCEPRIOR TOFOUNDATION INSP_ - i.INSPECTIONO133m m 00 m ^O _>» Z -D^J go >o CO O Hm , i ^ f , i j. 1 DmOC m O SPECIAL_ Z. CO"0m O— 1 O £/> z TJm O_l OID Z. OHm W 1 FIELD INSPECTION RECORD' 1 DECLARATIONS •LENDER i r Hereg aflIhisonstrue! ioIhe word loCivil Code]WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR il o* •- <» ft!i-"" 9 D £ S = ^o IP r,,3 DO 2.0o> c ^ a.» M D cs i * s STRUCTION WHETHER SPECIFfED HEREIN ORKEEP HARMLESS THE CITY OF CARLSBAD AGAEXPENSES WHICH MAY IN ANY WAY ACCRUEGRANTiNG OF THIS PERMIT>Sl -H r" > cn r- [~O AGREE TO SAVE !NDEMNIFY ANDABILITIES JUDGMENTS COSTS ANDMD Cm IN CONSEQUENCE OF THEAPPLICANT S SIGNATURE * ^N OWNER d CONTRACTOR ff<^/^-c^ LJ) ^j2*2^- — BY PHONE DT)TJ r ^** %Y 1 HAVE CAREFULLY EXAMINED THE COMPLETED "APPLtCACERTIFY UNDER PENALTY OF PERJURY THAT ALL INFODECLARATroNS ARE TRUE AND CORRECT AND 1 FURTHER5SSUED TO COMPLY WITH ALL C!TY COUNTY AND STATETION AND PERMIT3MATION HEREOFCERTIFY AND AGRLAWS GOVERNINco ~Z-~z.c -n O c D-coO2 m Zl i±il•*- vi m -< O OJ to —n Every permit issued by Ihe Builexpire by limitation and becomeby such permif is nol commenceif the building or work author!||1|ciat under theid void If theISOOaysfrorrsuch permi!irovisjonsoflhjuitdmg or wofIfiedateof suea suspended c* AN OSHA PERMIT IS REQUIRED5 0 DEEP AND OEMOLmON OSTRUCTURES OVER 3 STORIESFOR EXCAVATKJNS OVERR CONSTRUCTION OF 1IN HEIGHT ITOTAL ELECTRICALo— y i— t/io ID TOTAL FEES PAYABLE\TEMP OCCUPANCY (30 DAYS) "^S^o 3J oo £ C/5 /TEMP POLE 200 AMPS ^S^REMODEL/ALTER PE^S^CUIT:c o -n (/I •E o COui en CO O ID X / T3 TJ UlQJ O COC o enUl en ITT o to m X —i COr-o CD 1 —( CO UJo ;*; o m 5 ET en(Ji en oUl to T3 / U) ~o STORAGE TANKSoCu STa. COUl en CJ aCJl 1C NEW>ONST EA AMP/SWT/SKR |oo o o3Jcn SCHOOL FEE DISTRICTO H ELECTRICAL PERMIT - ISSUEO O o-1 SOLARcoCOcm CO 5(7) -nmm PUBLIC FACIL— ( men-nmm ooo A TOTAL PLUMBING jTOTAL MECHANICAL> * 23 CO-o3D ;*; m O3 o -c. POo k \ V. c c o CO L71 Ol O O(Jl tc •n O oo-n OID I- SCO am t/io o ooo -o- cr WATER SOFTNERRELOCATI3N OF EA FURNACE/HEATERoCO m o in EACH VACUUM BREAKER/ 1 MECH EXHAUST - HOOO/OUCTSoCD r—m3:o m o o C3 ro(ji EACH INSTAI, ALTER REPAIR WATER PIPE ^Vf * Tl Z on o1—m a cn—I *N m r" o oC3 ro \EACH GAS SYSTEM 5 OR MORE ^V,,^\METAL FIREPLACE^ m m —i33 C1Trr— C3 C3OO EACH GAS SYSTEM 1 TO 4 OUTLt^BOILER/COMPRESSOR 3 15 HPo— i cz CD ZCD O OO a- ISJ EACHWATER HEATER ATfNQR VENTBOILER/COMPRESSOR UP TO 3 HPTJ Z oImo o o o COoen m I CO C r-a Z o 33 1=1O Oa CO HC Sz T3 13 O Ooo •o m oI -n X 133 •XI >INSTALLFURN DUCTS JP TO 100 000 BTUfc \ CDCZ ztn 33 ^ 2 ooo O s CD Z £7) m H COCm O O MECHANICAL PERMIT ISSUEOJ O O SUMMARY/ACCOUNT NUMBERCENSUS THACTO r Z D C TJ D NG SPACERES UNITSCHADZ -< Cl D m31 incmo REDEVELOPMENTAREAYD NDTYPECONSTOCC LOADa I a S~ a \ r-° loa5: I A3 fl" 0 0oa00 a ^ n rD rm NOSTORIESOnnoTJ mo 1 DESCRIPTION OF WORKDESIGNER S ADDRESS1 DESIGNER S PHONEr O BLOCKSUBDIVISIONASSESSOR PARCEL NODESIGNERSTATE LICENSE *STANDARD PLAN #BUILDING SO FOOTAGE"3 1o | 0 I 2 O |v &l/i r 0 M? N 0 T3 n 0 H tf 3 o §y: » o — - D ^ 5_J Cn S ° £LICENSE NOS4QS04-•or Z O r Oo Vim OOOm ciTif m N t i OWNER S PHONE5B.G-1S3-7PRIME CONTRACTORA/I.TB /-/T6 W^ A /OCONTRACTORS PHONE «74^-^-7*5-0MOZm ^^j ^^^VD H I *m CjO S ' 5 00 r CATION•z.> - "•* m t VALUATIONi m I » Xf*" ^ I ^\ "^ ^ zX^l c^ Ix> »^. rn \ a CARLSBAD BUILDING DEPARTMENT APPLICATION & PEF1200 Elm, Carlsbad, California 92008 (714)4385525 „// , --s H DO — O -H 13m O 9<t SOmsnt/t n TJ TJr- O Z -H -1O 'ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — inspector Green — (1) Finance (2) Data Process, Yellow — Assessor _fiinj( — Applicant Gold — Temporary File CERT OF OCCUPANCY ISSUEDSPECIAL CONDITIONSroc r—o . . .* , - J f ,. * • • J 1 "• < \, > rCO f \ f t 3r • f ^ ^l ELECTRICAL1 - t A • ' ,' t - , • 1 ' I J f PLUMBINGCALL FOR FINAL INSPECITEMS ABOVEJOB SITE FINAL^ 3Ib. O"^ ^ 171 ^CD 3; HI ^ i> r-5 r- 5j v 0 $ "x ti C3 O-o5 i^ r-ri"n " - - * , i _VENTILATING SYSTEMSHEAT — AIR COND — SOLARen ^CO—im S" 2 o *> 2 71S 33m Tl -D O G F 1 - SMOKE DETECTOMECHANICAL^o - 'BONDING:=^_ •ELECTRIC SERVICE^\ /fI ROUGH ELECTRIC\\ \iELECTRIC UNDERGROUNDELECTRICALTEMPORARY POWER\ \ ,i o CO Hm H "D m01 O SSONS,,1 ' ' H C CD D COI O m Z - . /PLUMBING TOP OUTCO "DmO r~ ^»MSONRYPLUMBINGSEWER AND BL/CO ' ."PI MMRiMn iiMnFRnpnuNnCD 2_ °5 W w -H ENGTHI n mr~a 2m O ZO \ Hm 33 O 33 H X O. 33 £ f- 1 . POST TENCONCRETSIGNEDEEXTERIOR LATH INSULATIONPRESTRESCONCRET!m enm OFR'AME* • STRUCTUFI OVER 2000_JJ•u >(/) r- OO Zr IT — n TIc i-n o > O : ;* •) om — O COCro Tl m LT> V Hm O D O H i SOILS cor1 PRIOR -TOFOUNDATI^PLIANCEON INSPMASONRYzCO PECTIONO m m 00;*;m -n D >^ -OTJ go go CO D m i D Tl nD D-i Tl 3 /}Hnn 1 REOUiFmO CO m O r~___ Z C/) mO—l O CO ZCO "DmO O CO Z ]O m CO BUILDINGm O ~7 ISPECTIOIjL 3)m OID O INSPECTION TYPE>— im ^CO mO O 3) J1 , - ' y DECLARATIONS LENDER " WORKER'S COMPENSATION OWNER/BUILDER NOTICE TO APPLICANT II afteficate of E'empiion you shouldihe Workers Compensation proCode you must forthwith cprovisions or this permit shall be111°ertiitiiRsecis trxCRTIFICKERSction n;**: £l^ *I«"lla 1^851S-3 Q:,sr" JT " S 2 2~OOu » »p a m-n Ss^l S?«SH.-I Hgllifj uSi 1 HAVE CAREFULLY EXAMINED THE COMPLETED ' APPLlCACERTIFY UNDER PENALTY OF PERJURY THAT ALL" INFODECLARATIONS ARE TRUE AND CORRECT AND 1 FURTHERISSUED TO COMPLY WITH ALL CITY COUNTY AND STATESTRUCTION WHETHER SPECIFIED HEREIN OR NOT 1 ALSKEEP HARMLESS THE CITY OF CARLSBAD AGAINST Al. L LlEXPENSES WHICH MAY W ANY WAY ACCRUE AGAitt&J SJ- GRANTING OF THIS PERMtT•< m TOto m TO SAVE INDEMNIFY ANDJUDGMENTS COSTS ANDN CONSEQUENCE OF THEAPPLICANTS SIGNATURE * j !____ OWNEJp CONTRACTOR DAl.SiSffer A .-— d:13 UO mOa T^ ^ c>^%^DON AND PERMIT'3MATION HEREONCERTtFYANO AGRLAWS GOVERNINC TI O o z co m -;Expiration Every permit Issued by tCode shall expire by limitation andauthorized by such permit is not corrpermit or if the building 01 work>rovisiooa<rfihisjuilding or workIhe date p! suchs suspenoed 01- * AN OSHA PEFMIT- 5 0" DEEP AND MSTRUCTURES OVS,/O^Sa^5S RED POft EXCAVATIONS OVER)W OR CONSTRUCTION OFqiES IN HEIGHTj /—i t-—i 33 \> \1 o \!VD <^TOTAL FEES PAYABLE^ ^TEMP OCCUPANCY (30 OAYSIX fl\ o m o 1 X- -_~- *• \ \ \ —irri T3 O m NJOd T3C/3 \ \' 5 \ \REMODEL/ALTER PER CIRCUIT ,i ~0 3: "nrn \OVt\ enLJI 01 O) CJ IO a: T3X W3EU cp SD EXIST BLOG EA AMP/SWT/BKRROCK STORAGEin en o (O TJ STORAGE TANKSoOl 5Tg"o. en en O ^NEW CONST EA AMP/SWT/BKR &?Od\COLLECTORSSCHOOL FEE DISTRICTOH ELECTRICAL PERMIT ISSUEV ^O SOLARC/) crn BRIDGE FEEPUBLIC FACILmto-nmm nj i.(*(O | TOTAL PLUMBING ^TOTAL MECHANICALTl min3z r—m3Jtn o roPO STRONG MOToz cr en o CO o oo o33 5m CDO O go fOOl WATER SOFTNERRELOCATION OF EA FURNACE/HEATERMOBILEHOME PARK INSPEACH VACUUM BREAKERMECH EXHAUST - HOOO/OUCTSoCD m3:O m o go ro EACHINSTAl. ALTER REPAIR WATER PIPEm Z—1 -n Z in Z(D m D Co — H MECHANICAL 0000-4224EACH GAS SYSTEM b OR MOREMETAL FIREPLACEm rnO3 o 1— CJ -000-42231EACH GAS SYSTEM 1 TO 4 OUTLETSBOILER/COMPRESSOR 3 15 HPTOTAL PLUMBING 0So A- t i EACHWATER HEATER AND/OR VEfJTBOILER/COMPRESSOR UP TO 3 HPPLAN CHECK 0000-4806m n I CO a Z m5m OVER ICOOOOBTUC/J z 33 ^000-4221EACH FIXTURE TRAPINSTALL FURN DUCTS JP TO 100 OOQ BTU5 =3 zn -Dm33 £ — 1 O 000-4220O-l-c PLUMBZ O T)m 3J H c/> Crt Cm o MECHANICAL PERMIT - ISSUESUMMARY/ACCOUNT NUMBERCENSUS TRACTOT> rJ>z O C1/1 PARKING SPACtRES UNITSGRADING PERMIT ISY D N Dinc.mO REDEVELOPMENTAREAYD NDTYPECONSTOCC LOAD•< —a s z vi D 5 #o( V*/<rf Wnfcn Machine Certified1 ( f i i / a ^ a •nr mrm NOSTORIES0nn o TT moc v\ »^^v» fe \} \ r— —{DESCRIPTION OF WORK"DESIGNER S ADDRESSj DESIGNER SPHQNEa O"t»l I CD OHOIO3 CDa; •TO «?. O 0o ru rO-V BLOCKSUBDIVISIONASSESSOR PARCEL NOD in Zm i" i'p —- *STATE LICENSE * "*STANDARD PLAN #BUILDING SQ FOOTAGt I? ^- ^ S n ^*fc- ni ^ > ^ > D -xi ^d s ^ _ *> ">,1 £r-I OWNERTMAl(.lNG ADDRESSCONTRACTOR S ADDRESS /,_ 6mZSflm O r Z a * (Dr 8 Ulm ODm o 5_— Z ? m ^ w.. Z S5 OWNER S PHONE7N S0k 7S-2T7PRIME CONTRACTOR£V/W £^N^i^» 0 j CONTRACTORS PlfoKE « MOzm *-<O- tn O D ^^^^ 1 ^t H O ^Vo \ ?Ni -BUSINESS LICENSE */Z£7VALUATIONPERMIT NUMBER//-^/^CARLSf BUILDING DEPARTMENT ) APPLICATION & PEF1200 Elm, Ca^ _„- California 92008 (714) 438-5525 I •H_^/X H / White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File CERT OF QCCUPA.M 'JEQCO•omo ooz H .BUILDING* /) • r ,- ir i 4 MECHANICALm nOH n - • 73 O " 5 00 CO Hm Tl Z — ( * 2r-r- ~nO33 5 5|sCo r- *! ^"1 0 >• 3i o1 ^ §Co ^ IT|1 > ^, . li> r- ? r~ 1 1TI ^Q O O^D ^Q^^i^ ^VENTILATING SYSTEMSIm>-< 1 s> 3 oozo 1 8rf> 33 COXa(Tl (0 0 -V1 • a„ H JO TJ Tl 3Jm Tl MECHANICALo Tl 1 Ol D Tt OmHmOHO33 CD O g _._ELECTRIC SERVICEROUGH ELECTRICELECTRIC UNDERGROUNDTEMPORARY POWERELECTRICALCO Hn H H C CD a COT O m 13 Z PLUMBING TOP OUTT) 0 Om X O 33 D O 1n 33 O 33 no PLUMBING\**INTERIOR LATH & DR\WAl_EXTERIOR LATH INSULATIOr£_ Tl 31> n SHEATHING' -n t S 33 f> nm O 2 5 Tl 33 ^m 7) Z Tl 3J CD 3) O H COOZ3J 33 i 3 mO enHmm 5 H O D INSPECTION TYPED H 2 C/3 TJrnO O33 ~> L •^\ ** • - ' j * •~/'/* ^x / • ', -- f I- ' f ~ ' - ' _ '" 11 1I1 PILES CAISSONSSPECIAL MASONRYHIGH STRENGTH *BOLTSFIELD WELDINGi POST TENSIONEDCONCRETEPRESTRESSEDCONCRETESTRUCTURAL CONCREOVER 2000 PSI-Hm SOILS COMPLIANCEPRIOR TOFOUNDATION INSPINSPECTIONO ,131mm 00 Xm -nO INSPECTORAPPROVALw O Hm ' j '| REQUIREa SPECIAr~— Z 3PECTIONSZ CO T)mO O zo mCO •FIELD INSPECTION33 ECORD ESGIL CORPORATION B320 CHESAPEAKE DR., SVITE ilia SAN DIEOO, CA &21g:i (T14) h^Jk^—^— Date i Jurisdiction Prepared byi Bldg. Dept, VALUATION AND PLAN CHECK FEE PLAN CHECK NO. M C?) BUILDING ADDRESS ~? C't]^// U>L~><?» ^t^LT APPLICANT/CONTACT ? PHONE NO. ? Q BUILDING OCCUPANCY DESIGNER PHONE ^TYPE OF CONSTRUCTION CfeSr£?t7 &\ /5 2^ BUILDING PORTION .^'^//ty^ ^/^i-x^^/i^" -^<^& £— — 1 - Air Conditioning Commercial Residential Fire Sprinklers Total Value •V/V /:r/</; 52?<S - BUILDING AREA /^^ / ' -^7V> ^ ^^. cTl^ ^ £ CONTRACTOR VALUATION MULTIPLIER 4®^ //<L£* y£^~- f PHONE rtf.C^i,/^. VALUE 79,330s:/ 70* ~~~~~~~^\ \ s^s-so y Building Permit Fee Plan Check Fee COMT^lENTSi 3P*clfj •!.. 1CM n<^b«r and wantifu&i*w .d*t ahd *n* dlBtonaoa and .^Elna U on plan Bundatten ln.Fwatl.rtequan fwDtlndo wnd.r ajl3bow .i.m4 footlnav far *l*|.*a at»per Aan lildShow lalnlinai IB' 41earaji*« rro«i arad. ta wttlom vf flowr !•' u, li (^.annea M BotUw. of (Irdtr. (I.< tjl?)••wd aotl|I« 111})•nd.r floor nnttlitlon «mi to l( •, ft r« •••*t of .Atorlor fnwtdatlon wla ep.nlnca a. elaaj .k,J (SaT* 1517)°"" LOT LHUf=*';* grcoBp nir. nuinitn.r aun Uf rlocr atva (S.V l.D7a)Indow area vuwt b* at laaat 1/}0 *f tli. floor ox*a {Mlnlw-UB K> ,^-5503.1^pf Prevlda }6 hlfth prQt*ctlT* rKlllnfl for pnrchaa balconl.B wad ajvi->—K. .id,, of Ividlnii luil.™ opmlni btn.Hi raUlnci i. 1~ (Smf 1710 PproT.1 of pi^i. and ap.•ny ..cclort of th« Building Codi or Dthvr City OrdlnaYinf oXstBl*TM followlni Hat do., noi n.i.i-iu-llr Inelud. all i/raV-And o*>Ja*lS.. Sic 30Zlc) or th. ITV^tnlfor. BUIi* Indicated ox clrclid lu*. b.lo. Mr B*^ (roMct MJI. "id taint, mKr Inurler .ulr. wltt m-bour© Kr^^j^ j^i-B'inir K-Kr.^1'affr..ln« to tqu^ or *fc**d tA* IpwcTlcavldt fully qi«.n.lon.a faundatlon plan dr. if XT Plui. and .p.nrlcatlori ^L.ll b. .lcn*d tv • California Stau *. ihall b. .ne.d not •.lln* jilau u-.»»n lip pl.U e[ Interior putlUvx an< tf" !l^" W» woofl 'r»« u.lnT«.t.l or IncoiEiKtlblH for 1.fl)"l—i^fior blic.* Dint could afford P.IIU. of flu. infrlor b.arint nil. "full b*Interior nonb*arln« HTtltl- »• thlcl >nd 1 - > -Id. u»I . W» i. .M\f ani pBa )•»* « "««* •>!«*• MM la. uwrln laa.tl.aai. . .ani pBaM Bh.ll bl «BpBB«-ta« »T Mara praJ.Bttna at laa«t I- a»m JlnlSi* B*U Bnd Bliall ban •" " -«*al Wa< »fata «r «*t*d aaad.iSw n"e.i.w « "«••• «* '•—*.«!•. ma* i««-M. «r — r ^^ns.-rs'iErs1^ "wr-wSJ— *-- -m"- -,U*- Ipaoin pl»-o»« (TBd. and panal IdantlfloatlH U4al («ul> J>-J> , |_ ^a. raaf plttti IB loa. than I'll Ualfn rldf* U • Tarttaal l*tm •lad BBBibar (Ba* JJlOa.).aaar nil! aball Hat b* aa*d U mill borllalltal faiBll Mnttl*_JOI=T In bulldln.. onr ana *»rr In h«l(Jit IJoo IJlAk)lai l*n and plaBUr m""" (haattlni board *nd (TF>~ KaUbHM1 n*t M *••* in '(rlTc.1 al«pm.» ta milt fort** lapaaad tttaancratfl CODitructlaa *« (1TC) TmtlBC i*Clu* (IK) rmttjM •> riaar/**Uln( If W laclUl* U —In* l«t*ll akHI Ida IWtaiUtlclnll- anlleabll daulll far Bli )**)•« plao Df thl HlBldintlal Enarcj Lf Itatoaan'oaplatad and Blcnad,lfteltj Inaulltion R TBlliai tar aallB roar and oalllBC_>- . . ^.. . lnIr,M.inI .IB,!. (lii*d ahinla1 ba HlUpllc* bj 1 * *• (UPW1W calculaUc*i floor araa (atlUBlt arllncll |lai*d araa|dfr on plan! total cm- rioar «ra. •* aaitad Una) la*4 arau ivultiplr alnclfl aall akyllAt UTau bj 1 414>tallad dlHnalaoad (all. raof and/ar aalUnc laiajbljuppDrt altimata dni(n calculatiOM\fmtLtr that aatarlor avlnclnf daora and kiAdfnrt vlll aa aajt ay.f» *jk Pro*lda lnClni*rln< calcullUoriB TDr aaaonry aall dl*]icn Bn^N Sho. floor and roof comictlon* u aiionry >alli ConnacUan'ilik^railit 200 powid par foot or Uio actual daildn load* vtilchaviL IB«r»tir <S" '3101 ,,v (labl. S-«) (S« J03b) _ .,-;.laa*nta aupportlna finer BboTB caraf* te 4*n 8"»-nour Eir*nlTB protacxion « thl (armn ilu (Soo 5o]> tOrm5- - i aarlM^ £54*-—^(9"^ laolfir lith and pluwr to coapli rtUi Chaptar bl UBC•QTldB Bn .ppTBVBd aatBrproor bulldlnfl pfepir undor wood ildlnfHclfT an ipproYid fliahLnf for uterior opanln*a and parapat Spaolfir l ProTlipBcla.il,j tftr^Ipae BppraTad praducta of CUB IJacant to *tJEh doar* Bnd iJ-Bm> aioptad bl Sao JHb vchadjaaant 111 haBtlnf iinlllBtlni uid eoollnt iy*UH and BppllanCal ahlll cOBpll ala ,1 BfffjdltAon of thl UnlfDfBj Hachanlcll Cod* i^^Shoa Toc.tlon ind typo of Bll boating and eoollnc fppllanca* ar "Biimaci BhBll not bt InltlllBd in anj bodroo. batnfoom cl litFonTLnid BP*CI olth 1CCII* onlj (brougn *uch roaa unltIB B£ cif " " SBC 70*J V InBUllld In * Bpaca laa* tun i hlfb iBlll'M 1. l(»tUL|Cion (£ac 700).01 and proiida ipproiM imot^lBtlo; 1970 national Elactrlcal Codl' _, - pl»n Uikt ainla™ a.Blllnf lljfttln. and fround flult protactll"^ ^aTJll fca woilOaa pal H1iin..I,t tlC-H)l)to?—fat, on pS>n thit tltehan <lBitrlcal riEiptulu .Mil bt ImtellBd f•*^ ^a«.CIlMnt (EC 1011iBT^iioU on plan tnit dilllnc r.e.pacl. Bp*elnc Bhill c"WJ «tti Blnia•^ jT«iijlra*anta inonn on itlacli^nt {BC-M))laa-^Ellttrltll llHUllBUoiu of mar. than 200 nparaB >ho. BUMl locltloind proildi * «!"*!• lln. dl^ra. and load calEuliUon* Includlni. a) Klrlne Hthod oplcrodb) Mteondultlc) AppnxlBAti lan^th of ••rilco tnd rB fuoitB And } Irooldi plot bl BrrBi\4aaant and ) rro'idi r/plcil .5ho- location of all alBCtrltal rociptBclaBElBctrlcal ncBptacla lacBtl^ni ina/Dr BpaElnf IB not idiqiHt* in F? .•CKO Wj » il=(«tnt«'i.. i- itoot= Htnwi' HoC^^'l L"^g) "yo-M ••"( pmj'"U^ MtJ\W "Tj: Vif" I ftl^- Wj&l>ft«t>i iu k«^n pJ4bU Uift f wfLmr tfm+mur* rtruiAtae it r+qalr*-t tf **rrj.«urt Iv «vtr flo p • I (s-,c 1007} an Oi* puru IT tion tli« p.ii«ltt*.tIh* pluia -»'B niiiaid band an th OBBtB Bhall bl Stall mpprovad 10a f*E4BBtypa Bnd loratlon on plinadin< c°*"" °n r"D lulldlnt alattf-ould M iubl«ntlall)F edrTB« alnor cjrftctloni an udi pltuM rtqulr. -mmjor Mrr«tior.ti "--I on-pl*t-> plv -INTERDEPARTMENTAL INFORMATION SHEET fcBUILDING DEPARTMENT BUILDING ADDRESS: DATE: C 1981 PLANNING DEPARTMENT ZONE Building Department LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED _PROVIDED PROVIDED PROVIDED SIDE SETBACK:REAR SETBACK: INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: OK TO ISSUE ENGINEERING DEPARTMENT R.O.W.INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION GRADING PERMIT LEGAL DESCRIPTION ADDITIONAL COMMENTS DRIVEWAY LOCATIONS EASEMENTS DRAINAGE OK TO ISSUE:/ FIRE'DEPARTMENT SPPINKLING SYSTEM FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMMENTS FIRE PROTECTION EQUIP. EXITS LOCATION OK TO ISSUE:DATE OK TO FINAL DATE DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET Christiansen & Associates 324?,? ^ipaz Street Suite N SAN JlMi\ CAPISTRANO CA 92675 (714)493-3321 837-3321 LOT 35&;, LA CO-STA MEADOWS UN IT 7-(Htf) 7-s-ry Ovi'Viv^en fi. As,or,^Lcs 32'1:< *!ip(-t Street Cuitf N SAN JUMR CMPISTRANO, CA a2o (714)493-3321 837-3321 mo Vftuuia?Met? T / Chrrtisnsen & Associates 32-sv 'lips* Street Suite N SAN jt^ts CAPISTRANO, CA 92675 (714) 493-3321 837-3321 r^f 4 gz- c 4x i-o VI - Ch^tisnsen & Associates32-^'' ,. ,pc,/ Srrpet Sure N SAN jt , . C^PISTPANO CA9267! (7!-, 493-3321 fc37 3321 1=7."7 •G'c> . 1 F AT -H, ' '- \ bt-&fZy A.A I : 4v ;- Chn-tcosen & As^c.iies 32^-.' '-'ipc-/ Ctret=; oute N SAN Ji ^r. OAPiSTRANG CA 92675 (7Uj 493-3321 837-3321 L * (4 CTT 32'=' .-lip:/ Street S, -to N SAN J- ,-'. CAPISTRANO CA -J2675(71-'j '193-3321 8J7-3321 17 ALL yj_ -. , A6 ^ Chrlificnsen & Associates 324 i' A'.pax. Street Su-te N SAN JIVN tvAPIbTPANO CA 92675 (7H; 493-3321 837-3321 1/17 ftf .1 4 -e.a A) Chrr-ti?nsen & / 32^V • va/ Str*t?7 Suite N SAN JIUN CAPibTRANQ, TA 92675 (714; 493-3321 837-3321 ,/ -r jj-f 4 .~y~-•c ' ^ u ' 4 / s ^.fch^/v' A*--£rzr -?\ * \I 'J^r? ."—^ V \ r^l' ' '-^ t- L ^ I T 'lf'£ " ' : I ' C '""Cj*3" S"'t."* N SAN Ji ,». OAFlbTRANO CA 92675 (714; 493-3321 637-3321 _ir_ -i , ' -f" ^ si' - A CJ .'4' / p r. A Christiansen & Associates 32*'' '- 'PC/ Street Suite N SAN M ". (J4PISTRANO CA 92675(/) 1)493 o321 B37 3321 1301 LA-felZAL Ah!^Y-,K ^T-rU io/;<7 •f -'>4 i r- ?u%nz~! Y<= x^ Christ'^ nsen & Associates 324V .. .pa, Street Suite U SAN ji'/"- CAPISTRANO TA 92675 I'/ '7I l / ' / SHEAR WALL SCHEDULE 100 125 175 180 380 560 760 1120 1380 p. 1>> (ALL NAlLIbJCS TO BE LNSPECTED BEFORE ANY COVERING) 1/2" DRYWALL ON ONE SIDE Unblocked edges, 5d cooler nails @ 7TI at edgeb and tielHSole plate to noist or blocking 16d @ 12" o c Mud bill A.B. 1/2" x 10" @ 6"'-0" o,c and ends, 1/2" DRYWALL ON QME SIDE. Block all edges, 6d cooler @ 4" o c. at all edges and in field Sole plate to loist or blocking 16d @L2" o c Mud sill A B. 1/2" x 10" (§ o'-O'^o c. and ends. 5/8" TYPE 'X' DRYWALL ON ONE SIDE Block all edges, 6d cooler @ 4" o c. at all edges and in tield Sole plate to joist or blocking 16d (§ 8" o c Hod sill A.B 1/2" x 10" 0 4'6" o c. and ends, 7/8" CEMENT PLASTER STUCCO Over woven or welded wire lath, 16 ga staple or 11 ga nails @ 6" o c at all supports. Sole plate to joist or blocking Ibd Q 8" o c Mud sill A 3. 1/2" x 10" @ 4 "6" o c and ends 3/8" CDX PLYWOOD ON ONE SIDE Block all edges, exterior glue, index-32716, 8d n*7tTr~0Tc~ at edges & 12" o c. in field. Sole plate to joist or blocking I6d @ 4" o c Mid sill A B 1/2" x 10" @ 2'3" o c and 3/8" Off PLYWOOD ON ONE SIDE Block all edges, exterior glue, Index-32/16, 8d^~~2"l7?' o c an edges & 12" o c m field Sole plate to joist or blocking 16d y 3" o c Mud sill A B 1/2" x 10" @ 1'6" o c an(j ends 3/8" CDX PLYWOOD ON BOTH SIDES Block all edges, exterior glue, index- 32/16, Sdl? £"""0 c at edges 6c 12" o c in field Sole plate to joist or blocking 16d ^ 2" o c Mud sill A B 5/8" x 10" @ I1 9" o c 3/8" CDX PLYWOOD ON BOTH SIDES. Block all edges, exterior glue, index-32/16, Sd~~2 1/2" o c at edges & 12" o c. in field Sole plate to joist or blocking 20d @ 2" o c Mzd sill A B. 5/8" x 10" @ 1'2" o.c 1/2" STRUCTURAL- 1 PLYUDOiJ ON BOTH SIDES Block all edges, exterior glue, index- 3"27167~1GJ1T^T7^T1 at edges & 12" in field Mud sill plate A B 3/4" x 10" @ 1'2" o c coo:/*// r -,r,«:+ e-nsen i- Associates 3-i'' - v^Strett S'-"C fi SAN )i ^- CAPIS7PANO/A 92675(714JH93-3321 8j/ 3321 Y£ /7 v/r Ike VI »vN°- \x s \\ z? • >j/-,; Chn^tirnsen & Associates 3;y--' •• iyc/Stre«t oi-tte N SAN jl'-M CAPlbTPANO CA 92675 17 44 ED -A 4 32A*' '- -pc./. Street Suite N SANJi1^' CMPISTPANO CA 92675 (7K; ',93-3321 &37 3321 LAT^!.:'A: Afi/ -T vl- ^-L*:JP-K U4 >T- O 1060 Chrtstiznsen & Associates 32AV <v'pCA Street Si-'tc N SAN Jl.^(. CAPISTPANO CA 92675 (714)493-3321 837-3321 Toe?<-reUc • ^ . / \ *.\J 10€C ^*j' 32/'-' SAN II ^ -.«p;/ Street Sutr N i.APIbTPANO CA 42675 337-3321 AH 6//Y s •- -f [0 - Lj >1|M fe> /O-f *- •«.f'"' ^ y " 4.', T >[pe Christiansen 5. Associates 2-Vt' -I'W/ Street Suite N Jl.^N OAPISTRANO CA 92675 tfU> 493-3321 837-3321 \7CU)/' u / p) -' \ rz, 4 J Christiansen & Associates SAN i.^r, i.APISTRANO, CA 9^675 (7'4)4B-3321 837- STTJ £ 'i-' ;• •• - -: • • . •• ?^V-O1 HIE ^fe-'-' =firsabai '{•Taafefe^'j?4 &" j?4 \*9&3&Btiis£3&<Si**^K~i. ,*^ I _ f 0 W'i $&%S-.'j**#*#^-f; ^1 *">*/* , A 5 >*' , 2>"r- PTT. x!0" & Associatesaz Street Suite N SAtf JL-AN CAPISTRANO, CA 926^5 ((714>49J-3321 837-M?? sxp. jawT si - LEUCADIA COUNTY WATER DISTRICT POST OFFICE BOX 3307 • LEU CAD I A, CALIPOHNlA 0X0*4 • 7B3.O1BB February 28, 1980 - Dear Property Owner: On August 19, 1979, the Board of Directors of Leucadla County Water District approved the allocation of 3,150 sewer permits to applicants to the District's Allocation List. Our records indicate you are the owner of a property^ which was -allocated one of these permits. The allocated permits have been subject to the rules and regulations as outlined in Ordinance No. 19, a copy of which was supplied when you were notified of the availability of sewer permits. Under Ordinance No. 19, those properties which were part of a final subdivision map or final parcel map were required to make application for a building permit within 12 months of notif- ication and to obtain the building permit 60 days later. Those properties which had a tentative approved map had 15 months in which to make application for building permit and to obtain the building permit 60 days later. Those properties which had_a sewer availability letter had 18 months in which to make Application for a building permit and to obtain the building permit 60 days later. On February 26, 1980, the Board of Directors adopted Ordinance No. 24 (copy enclosed) which has changed these restrictions: LOTS OR PARCELS SHOWN ON FINAL SUBDIVISION MAPS OR FINAL PARCEL MAPS NOW HAVE 48 MONTHS IN WHICH TO OBTAIN A BUILDING PERMIT OTHER LAND WHICH HAS A TENTATIVE APPROVED MAP OR A SEWER AVAIL- "ABILITY LETTER NOW HAVE 48 MONTHS IN WHICH TO RECORD A FINAL MAP -AND 48 MONTHS PROM RECORBniQN IN 14KICH TO OBTAIN A BUILDING PERMIT to your £7 Affinal map must be recorded by Building permit(s) must be obtained by Please read the enclosed ordinance carefully for additional changes to Ordinance No. 19. If you have any questions please contact this office and a member of our office staff wi>l be happy to help you. Yours very truly, LEUCADIA COUNTY WATER DISTRICT -_ Richard E. Hanson Secretary-Manager DirnticT owe** i»*o LA CO«TA AVBNUB • CAMLMAD, CAUFOKNIA LEUCADIA COUNTY WATER DISTRICT OFFICE BOX 2397 - LEUCAt>lA CALIFORNIA B2O24 . 793-OtSS _ ------ February 14, 1978 __ - Your request for stwer permits was received by the District some time ago. On February 9, 19/8, the Board of Directors of Leucadia County Water -District adopted Ordinance No. -14 {copy enclosed) which provides for the ^establishment of -a Sewer Allocation System. ^It Is Important that you retain:-th1s copy ~for future reference. ........ ____ ___ „_-*•*—.... „ ,.^_ _ • ** _ - -, --- _^ f •" If you are still Interested in obtaining sewer permits please complete the form below where Indicated and return it within 30 days to the District with your remittance of $200 per dwelling unit? This fee is non-refundable but will be applied to the sewer connection fee when permits are available. "Your name-will be added to the Allocation LJst, ranked by the date of yuuf ui iyinal request, if &uu nhen >our remittance end completed fcrr^ a*"e received by the District within 30 days of receipt of this notice. Failure to respond will cause your name to be dropped from the waiting list for sewer permits. A copy of this application form will be returned to you. f Yours very truly, - _ . LEUCADIA COUNTY WATER DISTRICT Richard E. Hanson Secretary-Manager ********************* Request Received 8-1*77 Name John Gallagher Wailing Address P.O. Box 218 „ Del Mar. Ca. 92014 ********* Number of Permits Requested Phone -^-Service Address duplex 356 TM.-tS.t- I _ ' «*•*• Lu DUMBER OF PERMITS REQUESTED I, the undersigned, have received a copy of Ordinance No. 14 and understand its content*' , V/DATE: 3} fa. • Amount Beo'd How Pnld.Ti..UJLXe Date Rec'd idpount Rao'd w Paid U Fflld c'd by t * CARUMMA CALIFORNIA LEUCADiA COUNTY^WATEft DISTRICT . APPl ICATION FOR SEWER SERVICE ": Owner's Name John Gallagher Phone No. 238-6699 - Mailing Address P.O.Box 218 DeTHar*. CuTif Service Address: :Tract~EescrJpMtm:-^Q-t -3$$.- U CostOJeMOwS :Asseisor's Parcel Type of Building lateral Size: 4" Extra Footage: StWER PERMIT ISSUED UPON RECEIPT Or BUILDING PERMIT. 3- PERMIT MUST BE " FOR 1 duplex No. Units Connection Fee $ 1,200.00 6" 8" ___ Saddle Easement Connection 0 $ Extra Depth: @ $ Amount Rec'd Ck. No/Cash Date Rec'd By Lateral Fee Prorated Sewer Service Fee Total $/.onrvnO The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point 1n the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be -jnade by the applicant at his expense. The connection must be made 1n conformity with the District's-specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE .TIME INSPECTION IS -DESIRED. -ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the se,wer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given 1s correct and agrees to the conditions as.stated. Cjtfner's 'Signature Date Account No. BENTON ENGINEERING, INC. APPLIED SOIL MCCHANtCS FOUNDATIONS PHILIP HtNKING BCNTON C'VlL KNCINCE* 6741 EL CAJON BOULEVARD SAN DIEGO CALIFORNIA 92115 September 1, 1971 S*N Dtrco 1>83 5654 LA Mts* 469 3eJj4 '-Rancho La Cos fa Route t,_.£ox 2550 'Hncinifas, California 92024 5 >:Subjech Project No. 71-2-24D County Remit No. L5S53 Infertm Report on Compacted Filled Ground And Classification of Soil Conditions Lots 254 to 412, inclusive, end Certain Street Areas La Costa Meadows Unit No, 2 San Diego County, California Gentlemen: This is to report the results of tests,end observations macb in order to in*p^c. of filled ground placed on cerra&^ieos of Lote 254, 255, 256, 269, 270, 273 to 277, inc!u-;\o, 29? to 304, inclusive, 303 to 366, inclusive, 377, 389 to 410, inclusive, 412, and portion of Corinfia Street, Alismc* Place, Urubu Street, Luci^rncga Street, Affcnjf Sheet, rid Fl Fuc r{e Street in La Costa Meadows Unit No. 2, San Diego Count/, California. CoMpacrmj of filled ground has not been completed on Lois 268, 271, end 272 and the results of final tests and i-Kpv-c- rlons on these lors wil! be included in our final report on this unit, liio fills waje placed during 'the period between March 25 and August 12, 1971. -The approximate area; and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No, 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of fill >d giound v*c.s propaiod by Rick Engineering Company and dared January 15, 1971. arc p'^rcj;in y f'jMerrrm ,t, The approximate locations ot which the tesrs were taken and the final h^t MSI. on pagws T-l to T-16, inclusive, under the "Toble of le^t Results," TI>J lol>;>i ftons of tfie maximum dry demit los and opffmurn rnakfure con fen h of tlc^ mc[oj fnJ r-ui^rti re^nr&d on p^9'?s L-l and L-?, under the "Lobopatory T^-i Ras'jlN." Some of i'"1 iir?>in inslricj*; shown in the " Table of Test K^sulh." v*eic combjno!loir, of fh-.', 1 ho k-;io \.,.K' the weekly f>enocis indtcofo*! bclov/: c Test Number Woek 1 2 4 to ^?7, 48 to 73, incusv 7-4 to 113, inclusive 114 to 150, inclu&ivo 151 ro 175, mclusivu inclusive April 3, Wi Aon! 10, TV Apiii 17, 1°7 Apri! 241 1('V May 1, 1971' «^ 1'j-^ .r.^. «** * r • La Costa Meadows Unit No. 2 Test Number September 1, lV/1 Week Ending 176 to 218, 219 to 267, 268 to 303, 304 to 348, 349 to 374, 375 to 413, 414 to 455, 456 to 497, 498 to 533, 539 to 583, 582 to 589/ 590 to 596, 597 598 Inclusive Inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive May 15, 1971 May 22, 1971 May 29, 1971 June 5, 1971 June 12, 1971 June 19, 1971 June 26, 1971 JulyS, 1971 July 10, 1971 July 17, 1971 July 24, 1971 July 31, 1971 August 7, 1971 August 14, 1971 The final results of tests end observations indicate that the compacted filled ground has placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safa bearing value of 1930 pounds per square foot for one foot wide continuous footings founded o! c minimum depth of one foot below finish grade ond placed five feet or more Inside the top of compact jJ filled ground slopes. If footings cte placed clo-isr to the exposed slopes than 5 fee! insids the top of compacted filled ground slopes, fheso should be deepened one foot below a 1 1/2 hori^u,ifo' to 1 vertical line projected outward and downward from a point 5 ft-et horizontally in&ici? rho top of compacted filled ground slopes. Tests indicate that tho compacted filled ground I; G'J'-qutife to satisfactorily support the proposed wood frame dwellings without d?rrim*ntal setrlfv anti. Expansive clay, silty clay, and sandy clay soils weie placed in the upper three feel in ceitam compacted fill areas and also exist in the bpper three feet below finished gracis in certain cut crecs. The final classification of the soil conditions existing on each lot are presented cs follows: Lots 254, 255, end 256 ?68, 269, end 270 272 to 275, inclusive 278 and 279 ,^-,'^ 201 tc^2&4~ inclusive 257^298, and 299 J303, 309, 313, 314 317 to 321, Inclusive Typo A - Critically hxpanUve Soils Lob 324 and 326 330 to 33^, inclusive 344 to 352, incluoivc 372 to 383, inclusive 336 39<? to 397, inclu-ivo 399, 410, and 412 ( I -, Kl'W ( M«,I'WI t xJiL-nuj&f'-ii'ir "t^Vrtff . - lF **!>.: mri Yf— "••ft- r --- ii.r"- f-^ur *»«£ ~>cr No. 71-2-24D trho La Costa Meadows Unit No. 2 -3-Seprember I, 197) Type B - Marginally Expansive Soils tots Lots 257 to 260, inclusive 265, 266, and 267 271, 280, 292, 296, 300, and 301 310, 312, 325, 327, 336, 333 340, 353 ^55 to 361 r inclusive 364/365, 360, 369, 370, 385 387, 388, 389, 393, 398 400 to 409, inclusive Type C - Nonexpanslve Soifs Lots Lors 1 i* , ! 261 ho 264, inclusive 276 and 277 285 to 291, inclusive 293, 294, and 295^ 302 to 307, Inclusive 311, 315, 316, 322, 323, 323, 329 335, 337, 339, 342, 343, 354 362, 363, 366, 367, 371, 3S4 390, 391, 392, 411 !t is recommended that the following special design and precautions be ta^cn for {he houses to be conducted on the above lots: Type A Lots 1. Avoid the use of Isolated interior piers, Uio continuous footings throughout, end place these at a minimum depth of two fe-st below the lowest adjocent exterior ftna! ground surface. -' 2. Reinforce and interconnect continuously with steel bars ell Interior and Y exterior footings with one ^5 bar at 3 inches above the bottom of the foofines ;4*r and one ^5 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Exercise every effort to assure that the soil under iho foundations and sfabs has a uniform moisture content, 1 percent to 3 percent cjiealer than optimum th*out,h- out tha fop 3 feet below finished grade at tho tim* of placing faundoMon1; and slabs. 4. l>,e raided wooden floors that span between continuous footings, or uso oil concrete slobs with 6x6- 10/10 welded wire fabric end provide a mitilr.un,! of 4 inches of clean sand beneath ell concrete ^!al>~. A moi'itjri. ^rrl^r ; i,hou!d b^ provided In the sand lay^r 2 Inches b°Iow slabs unc'e t living ar^o^. L 5. Separate gorcKjts slab: from perimeter foofin^ by o I/? Inch thicln>^ 01 coi'~ structton felt or eo(uiva!-jnt, to allow tnd^p^nd -nt movt. n-.p-.it of r^ icjo sta^s 'on by c ?• finding t!orelalivo to perlnvtei foollr-ns. Assure compltt" i fell' over the full Jc-jth of fh»~ front thic'o n-.c* cd^"1 °^ I" cut off tlio gara^v door slops o\ luc'-t I/? inch cl>ove th ,*\l jject No. 71-2-24D -4- September 1, 1971 ancho La Costo Meadows Unit No. 2 ' 6. Provide positive drainage away from all perimeter roofings to a horizontal distance of ah leasf 6 feet ouhide the house walls. Type B Lots These Job listed as Type B lob should follow all the above-listed recommendations with the two following exceptions: 1. The continuous footings may be placed at a minimum depth of 18 inches below tfi£ lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lohs. 2. Single M bars placed as directed (above) ndar tops and bottoms of all interior and exterior footings may be substituted for the V5 bars recommended for Type A lots. Recommendations 3 to 67 inclusive/ cs listed for Type A lohs, ars also applicable to th^ Type B lob. Only nonexpansivo soil conditions were observed in tho upper three fe-?t on th:* fype C lob and therefore specially designed footings and slabs will not be required on these lob'. v / Respectfully submitted, i BENTON ENGINEERING, INC. ; By R. C. Remer p . ,,Ravi owed by G, Covlin, Civil Fngjnoc*r Dbtr: (/) AHchwee (2) Hancho La Cosio, Inc. Atteririon: t/\*. [i'Mtnn I.. Krernjr (1) Rick Enrjineering Company (2) San Diejo Counr/ Building Imp^-Hou, Viira OMC PLAN CHECK #81-451 GENERAL SPECIFICATIONS FOR A DUPLEX FOR MR.AND MRS. ZAHN DIVISION 1 - GENERAL REQUIREMENTS GENERAL 1. In the context of these general specifications, contractor shall be defined and construed to mean any contractor, subcontractor or trades- man performing work on this job. 2. Work performed shall comply with the following a. These general notes (unless otherwise noted on plans or specifi- cations). b. Applicable edition of U.B.C., U.P.C., U.M.C., and N.E.C. c. All applicable local and state codes, ordinances, and regulations, including FHA M.P.S. 3. On site verification of all dimensions and conditions shall be the responsibility of the Contractor (Subcontractor), Noted dimensions take precedence over scale. 4. The owner shall be notified immediately by the Contractor should any discrepancy or other question arise pertaining to the working drawings The Contractor will be held responsible for the results of any errors, discrepancies, or omrmssions which the Contractor failed to notify the owner before construction and/or fabrication of the work. DIVISIOn 2 - SITE WORK SITE WORK 1. Provide adequate drainage away from house to swales at least 6 feet away from perimeter footings. G-l DIVISION 3 - CONCRETE 1. Refer to foundation slab and footing requirements as stated in soil- report prior to commencing work. a. Provide inspection, testing and a certificate of compliance for all compacted fill. b. GENERAL MINIMUM FOUNDATION REQUIREMENTS. See soils report, and engineer's calculations and shear schedule. 2. Concrete to be machine mixed with a maximum of 7^ gallons of water per sack of cement. Concrete to reach a strength of 2000 PSI minimum in 28 days. Portland cement shall conform to ASTM C-150. Fine and course aggregate per ASTM C-33. 3. MAINTAIN- a. Concrete slabs minimum 6" above finish grade. (8" above finish grade if FHA project). b. 3" of concrete between wood and earth fill. 4. All footing shall rest on firm, natural soil or approved compacted fill, 5. (delete) 6. SILL BOLTING a. Interior non-bearing walls: approve shot pins with cadnMup washers at 32" o/c maximum (3/16" diam. X 3") unless noted otherwise. b. Exterior walls: %" diam. X 10" anchor bolts 7" into concrete, 6'-0" o/c maximum unless otherwise noted, 12" from corners and doors. (See foundation plans). c. Interior bearing walls: Approved shot pins with cadmium washers at 32" o/c maximum (3/16" diam. X 3") unless otherwise noted. (See foundation plan). d. Expansion bolts: 3/4" diam. Phillips red head wedge anchors. e. (deleted) 7. Electrical Ground: Extend one reinforcing bar up 18" above concrete at electrical panel location, mm. length 20 ft. 8. Reinforcing bars shall conform to ASTM 615, Grade 40, and welded wire mesh ASTM 185. a. All reinforcing steel, dowels, anchor bolts, etc., shall be well secured in place prior to placing concrete. Contractor shall use templates to insure accurate placement of anchor bolts, dowels, etc., and provide mechanical fasteners to hold vertical steel in proper place at top and bottom. b. Dowels shall be provided @ pour and construction joints and shall be the same size and spacing as the reinforcing shown for the sub- sequent construction. G-2 c. All continuous bars or dowels shall lap a minimum length equivalent to 30 times the diameter of the bar, unless shown otherwise. d. Reinforcing shall have the following miniumm cover: 1) Concrete against earth not formed 3" 2} Concrete against earth formed or trowelled 2" 3) Slab on grade at center 4) Walls and curbs IV 9. Cement contractor shall assure himself that foundation nlans conform to floor plans before commencing work. All form work shall conforr exactly to plan dimensions. Verify location of all special tie downs and anchor bolts as shown on detail plans. DIVISION 5 - METALS STRUCTURAL STEEL All structural steel shall conform to the requirements of ASTM A-6 and shall be fabricated according to A.I.S.C. practice and speci- fications for building. Structural shapes, plates, bars, shall conform to ASTM A-36. RAILINGS: a. Conform to ASTM A-53 Grade 'B1. b. One shop coat chromatic primer for interior work. All exterior metal to be galvanized. DIVISION 6 - WOOD AND PLASTICS LUMBER AND FRAMING 1 Lumber Lumber shall be grade marked and conform with the "Standard Grading and Dressing Rules" #16 of the West Coast Lumber Inspection Bureau as recommended by the National Forest Products Association. Horizontal Framing- Horizontal framing No. 2 Grade, Douglas Fir or better, unless otherwise noted. Exposed beams appearance grade, Dense No. 1 Grade, Douglas Fir or better. G-3 c. Vertical Framing: Studs- No. 2 Douglas Fir or better, unless other- wise noted. Exposed post-appearance grade, Dense No.l Grade, Douglas Fir or better. Posts-No. iGr. Douglas Fir or better, unless otherwise noted d. Plywood: All plywood shall be Douglas Fir Plywood conforming to Product Standards Ps-1-74 American Plywood Association. 1) Roof sheathing %" C-D Grade with ext. glue, panel index 24/0, T and G structural grade, all edges unblocked 2) Floor sheathing 5/8" sturdy -1- floor 16" o.c. T and G with ext. glue, and glued to joints 3) Shear panels Structural 1 INT-APA with ext. glue, Panel index 32/16. e. All exterior wood trim, beams, posts, ext. railing, facia, ext. handrails, etc; shall be resawn D.F. or Cedar. f. All interior wood trim,posts, handrails, etc; shall be S4S White Pine or Cedar. g. All Mudsills to be pressure treated W.C. Douglas Fir or foundation grade redwood. h. All lumber in contact with concrete or masonry within 18" of to be pressure treated or foundation grade redwood. 2. FRAMING a. Framing shall be done in a workman-like manner by skilled mechanics. All work shall be straight, true to plumb, and in best practice of the industry. b. All nailing shall conform to Table 25-P 1979 UBC. 1) Nailing shall be with common nails and shall conform to the nailing schedule. 2) Floor sheathing 8d@ 6" o/c edge and 8d@ 10" o/c field. 3) Roof sheathing 8d@ 6" o/c edge and 8d@ 12" o/c field. 4) Shear panels: See shear wall schedule. 5) Plywood floor nailing shall be ring or screw shank and glued. 6} Plywood nails may be substituted for common nails as follows lOd common - use lOd plywood nails, 9ga X 21/8" long with 5/16" diam. head. 8d common - use 8d plywood nails, 10% ga X 17/8" long w/ 5/16" diam. head. 7) The use of pnuematic nailers is subject to approval of the Structural Engineer. c. Framing connections: "Simpson" Strong-Tie series or approved equivalent d. Wall framing shall be 2 X 4 studs @ 16" o.c. Provide double 2X4 plate with minimum 48" lap splice, unless otherwise noted. Fireblock at soffits, mid-wall height, dropped ceiling, walls parallel with stairs, mid-height of stair. i e. Let-in brace with 1 X 4 or equal, all exterior walls except those with plywood shear panels at corners and all main cross stud par- titions. Diagonal let-in brace to cross a minimum of 3 stud spaces, unless otherwise noted. f. Block all floor joists maximum 8'-0" o/c and all bearing points. (See Mfg. specification if TJI type joists by Truss Joist Company are used) G-4 g. Solid block 8' - o/c at rafter joist - 2" less than rafter for vent at cathedral ceilings. h. Provide horizontal blocking at 24" o/c for vertical siding, i. Rafters to be braced to bearing partitions, minimum angle of purlin brace to be 45° from horizontal, j. Provide double joists under all parallel partitions, k. Provide double trimmers each side of opening 6'-0" wide or greater 1. Provide double sill for window over 8'-0". m. Header joists over 6'-0" and tail joists over 12'-0" to be supported by approved hangers. n. Protect all work from hammer marks, nicks, scratches, etc; o. Provide blocking for all handrails. G.W.B., etc; as required, p. Provide 2 X blocking for all towel bars, paper and glass holders and soap dishes as required. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. All sheet metal to be 26 ga. galv. iron unless otherwise noted. 2. Flash and counterflash at all roof to wall conditions. 3. G I. flash and caulk wood beams, outlookers projecting from exterior wall or roof surfaces. 4. Flash all exterior openings with approved waterproof building paper to extend at least 3" under the 15# felt behind the wall covering. 5. Provide mm. 26 ga. galv. iron valley flashing over one layer of 15# felt per UBC (3203(d)5. The center of any flashing for through roof vents, and all electrical service connections, shall not be less than 12" from sheet metal and valley flashing. 6. Apply asphalt saturated building paper under exterior siding and carefully apply so as to form a watertight membrane. Each course of paper shall overlap the course beneath it 6" minimum. Where paper meets any opening the paper shall be carefully lapped over the frame to prevent the passage of water behind the frame. Apply approved mastic caulking material at all points in the framing where leaks are apt to occur. This shall include, but is not limited to, certain sill, flashings, windows, etc;. Special care shall be used in the application of all sisalkraft and buildina papers to prevent leaks, using water-proof lap over all doors and windows. 7. ROOFING: Roofing contractor shall be responsible for proper drainage of all roofs. Roofing nails shall be galvanized G-5 d. Asphalt shingles: (Bird and Son Architect-70 Ebonywood) 1) Asphalt shingles approx. wt. 345 Ibs, per sq. - installed per manufacturer's printed instructions. 2) Underlay with one layer 15# asphalt felt. 3. Nailing Galvanized nails, head dia. mm. 3/8", length 1%". Use V long nails at eaves so that no nails show through sheathing, or as required by manufacturer. e. Insulation: All buildings shall meet all requirements of the California Administrative Code, Title 24, Part 6, Division T-20, Chapter 2, Subchapter 4, Article 1, Acoustical and Energy Insula- ting Standards. 1) R -19' Fiberglass batts in all ceilings and attic spaces. 2) R-11: All exterior walls and sound walls. 3) R-9: All exposed floor areas. Provide cross-ventilation at attic and enclosed rafter joist spaces equal to 1/150 of area to be ventilated or 1/3000 provided that 50% of required ventilation area is provided by standard wall or roof venti- lators within the upper 1/3 of roof. DIVISION 8 - DOORS AND WINDOWS 1. GLAZING a. All glazing shall conform to and meet requirements of Federal Standard 16 CFR 1201 of Consumer Product Safety Act and UBC Chapter 54 (Federal Standards). b. Provide shatterproof enclosures at tubs and showers as noted. c. Any glass lite over 6 sq ft. and within 18" of floor or any glass lite within 12" of an exterior door to be 3/16" fully tempered or a glass type and thickness as per Table S^d-l'BC d. Each bedroom shall have one openable window, with a sill height of 44" (max.) above the floor. Window shall provide a 5.7 sq. ft. (mm.) openable area with clear opening ht. of 24" and width of 20". e. All glass and glazing exempted from Federal Safety Standard 16 CFR1201 shall comply with UBC Tables for glazing in Chapter 54 and must be labeled Safety Glazing for use in areas subject to impact. f. All manufactured windows and sliding glass doors shall meet the air infiltration standards of the 1972 American National Standards Institute (ANSI A134.1, A134.2, A134.3, A134.4), when tested in accordance with ASTM £283-73 with a pressure differential of 1.57 Ibs /sq, ft. and shall be certified and labled. G-6 2. DOORS, WINDOWS AND GLAZING DOORS a. Aluminium Sliding with electrocoated finish, color: b. Exterior: l-3/4"solid core slab. c. Interior: 1-3/8" hollow core slab. d. Fire Assembly: 1-% Hr. rated door in steel frame. e. Door from conditioned spaces to the exterior or to unheated spaces shall be provided with aluminum inter-lockinq or aluminum and vinyl weatherstripping and aluminum thresholds. Door bottoms shall have wrap-around aluminum shoes with rain drip and neoprene or vinyl insert to provide weather seal. Double doors shall have aluminum T-astragrals with integral vinyl weatherstripping. ! All exterior doors and doors between garages and living space to be weatherstripped and mm. 1 3/4" solid core slab. ' WINDOWS a. Aluminum Sliding with electrocoated finish, color: b. Fixed Glass- Aluminum frame with electrocoated finish, color: c. Casement. Aluminum frame with electrocoated finish, color: DIVISION 8 - FINISHES 1- EXTERIOR a. Stucco 1) 7/8" thick shall conform to Chapter W UBC. 2) Texture: . 3) Color : b. (Deleted) c. Brick, See elevation for type, install per Chapter 23 and 30 UBC. d. Veneer shall be per color schedule, installed per manufacturer's printed instructions. e. All exterior finish material shall be applied over one layer 15# saturated felt. f. Flash all exterior openings with approved waterproof building paper to extend at least 3'1 under the building paper behind the wall covering. 2. INTERIOR a Gypsum Wall Board 1) Wall board shall be type 'X1 Firecede Gypsum where noted on plans G-7 d. 2) 1-hour walls. 5/8" thick Gypsum type 'X1. 3) Wallboard texture. _______m__m______ 4) Ceiling texture: same as walls. 5) Moisture resistant Gypsum wallboard at bathrooms and tub/shower areas. 6) Dry wall nailings shall conform to Table 47 G 79 UBC except as noted for shear wall nailing. 7) At 1-hour condition 1 layer 5/8" Type 'X1 W.R. Gypsum is required behind all tubs and showers. 8} V1 thick Gypsum board walls and ceilings throughout (unless noted otherwise). b. Face Brick 1) 2) Tile D 2) Install all brick Material shall be as shown on plans, manufactured by: Install all tile as shown on plans and interiors. Material shall be manufactured by: Painting: All exposed wood trims, facias, plant-ons and beams outside and inside; D 2) 3) 4) 5) Stain __________________ Paint: Alkyd water base as manufactured by Pittsburgh Paints or approved equal. Color: Finishes, Interior: a) Walls -Flat Color- b) Trim, Doors -Semi-gloss Color. c) Kitchen cabinets - Lacquer-Stain Color: d) Painted cabinets - Semi-gloss Color. Finishes, Exterior: a) Stucco b) Trim, Posts, c) Doors -Flat: Railings, Facia, Handrails-Sem-gloss: -Semi-gloss: INTERIORS: 1. General Unless otherwise noted the following items shall for areas noted: be standard and bottom riser manufactured by manufacturer's Stairway handrails shall project 6" beyond top Pre-fab metal fireplace shall be "Majestic" as "Majestic Thulman:, and shall be installed per printed instructions. Cabinets shall be selected by owner. Provide shelf and pole in wardrobes. Pole at 5' — 6"above floor Provide double poles @ master bedrooms. 2. Kitchen a. Countertop shall be 36" height i_with 6" splash, back and sides. Material: Formica or owner approved plastic laminate. b. Kitchen sink shall be double basin complete with garbage disposer. c. Refrigerator space shall be 38" clear wide X 6'-0" high. Provide V' cold water stub. d. Verify range height and width with manufacturer, e 24" clear dishwasher space. f. Standard height between countertop and wall cabinets. Bottom of cabinets shall be 18" above counter. g. Provide clearance above cooking unit surface to bottom cf hood, as noted on plans. h. Provide bread board at location shown. i. Provide luminous ceiling as noted - see plans for size and tubes. j. Toe space shall be 4" high and 3" deep. 3. Baths a. Countertop shall be 32" height ^ with 4" back splash. Material: Synthetic marble. b. Mirror shall be: V polished plate glass. c. Medicine cabinet shall be standard recessed in location shown on plans. Top of medicine cabinet mirror to align with top of plate mirror. d. Provide false drawer fronts in front of lavs. e. Provide shower rods at 6'-0" height, unless otherwise shown. f. Tile shall be 4X4XV to standard 6'-0" height, unless otherwise shown. g. Toe space shall be 4" high and 3" deep. h. Shower walls over bath tubs shall be of approved non-absorbant waterproof material to a height of six (6) feet above the floor, wainscot shall also extend a full 4" beyond the face of the tub or shower pan. See plans for material. i. Provide toilet paper holder 2X backing @ stud wall 24" from F F. j. Provide towel bar with 2X backing, 56" high from F.F.- typical all bathrooms. k. All showers to have shatterproof enclosures ( door-type or sliding as indicated). MISCELLANEOUS 1. Every dwelling shall be provided with an approved smoke detector system as per section 1413, 1979 UBC and conforming to UBC Standards 43-6. 2. Provide termite and decay protection per UBC 2517-C. 3. Height of chimney shall be 2'-0" mm above roof lO'-O" horizontal. 4. All enclosed usable space under stair shall be protected with 1-hour resistive protection - 5/8" Type 'X1 drywall taped. G-9 DIVISION 13 - SPECIAL CONSTRUCTION GENERAL NOTES - SECURITY 1 Swinging Doors a. Door stops of in-swinging doors shall be of one-piece construction with the jamb; or, joined by rabbet to the jamb. b. All pin type hinges which are accessible from outside the secured area when the door is closed shall have non-removable hinge pins. In addition they shall have a minimum V diameter steel jamb stud with V1 minimum projection unless the hinge pins are removed. c. The strike plate for latches and the holding device for projecting deadbolts in wood construction shall be secured to the jarrb and the wall framing with screws not less than 2V in length. d. Deadbolts shall contain hardened inserts. e. Straight deadbolts shall have a minimum throw of 1" and an embed- ment of not less than 5/8". f. A hook-shaped or an expanding-lug deadbolt shall have a minimum throw of 3/4". g. Wood flush-type doors shall be 1-3/8" in thickness minimum with solid core construction. h. Hollow core doors, or doors less than 1-3/8" in thickness shall be covered on the inside face with 16 guage sheet metal attached with screws at 6" on centers around the perimeter or equivalent. i. Glass doors shall have fully tempered glass. 2. 3. 4. 5. Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise access- ible to gripping tools. Sliding glass doors and windows shall be equipped with locking devices Sliding doors and windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially opened position. Other openable windows shall be provided with substantial locking devices. G-10 DIVISION 15 - MECHANICAL MECHANICAL 1. All work shall be in full accordance with all codes, rules, and regula- tions of governing agencies. 2. Mechanical subcontractor shall supply line diagrams and calculations as required by the Building Department for permits, etc;. a. All supply air registers shall be wall mounted, except in kitchens where ceiling registers may be used. b. Return air location per plan. 3. Combustion air ducts to be galvanized sheet metal located within 12" of floor and ceiling of furnace room. 4. Provide 1 sq. inch combustion air per 1000 BTU. 5. Bath not ventilated by natural means - provide exhaust fan capable of producing a change of air every 5 mm., controlled by a self-contained or separate switch. 6. All kitchens to be vented to outside air with 36 sq. inch vent and exhaust fan. 7. Provide a pressure-temperature relief valve for water heaters with a gravity drain to the outside terminating 6" above grade pointing down. Provide combustion air to water heater compartments in accordance with the requirements of the U.M.C. and manufacturer's specifications. / 8. FAU's or W.H.'s installed in garages shall be on minimum 18" high platforms. Provide fire dampers for ducts penetrating one hour area separation walls. 9. Summer Switches: The "Summer Switch" on the forced air heating system shall provide tv/o air exchanges per hour drawing 1/5 of this amount from outside air. The outside air will be provided by a 7 inch round vent with quad pampers. The fresh air intake vent shall incorporate at least 10 feet of flexible fibergalss ducting or at least five feet of flexible fiberglass ducting incorporated in a 90 degree bend. PLUMBING 1. Plumbing subcontractor shall supply line diagrams and calculations as required by the Building Department for permits etc;. 2. Plastic Plumbing- a. Use plastic for drains and vents. b. Proper electrical ground rod to be installed if plastic "cold water" pipe is used. G-H 3. Water Heater Note: Provide temperature and pressure relief valve on water heater. 4. Fireplace Note: Provide gas valve to be outside of required hearth area. UBC Section 1213 (1). 5. ABS or PVC-DWV pipe and fittings contained in an occupancy separation between "R" and "IT occupancy. a. No plastic pipe or fittings may penetrate the garage side of wall. b. No plastic pipe or fittings may penetrate the garage ceiling or be exposed underneath the ceiling. Plastic pipe and fittings may be enclosed in fire resistive materials. SUPPLY LINES 1. All hot and cold water pipes shall be isolated from the building frame by Specialty Products "Acoustic-Clamp" resilient mountings or equiva- lent. 2. The cavity surrounding the pipes shall be filled with open-faced fiberglass (or mineral wood), or sprayed with an adhesive cellulose product (e.g. Celbar, Termacon, etc,). 3. Water pressure should be controlled in the range of 35 to 50 psi. 4. Water velocity should not exceed 6 feet/sec, if single lever faucet systems are used. However, the code allows 15' per second which is acceptable if non-single faucets systems are used. 5. Shower head water flow restrictors with back pressure relief vent shall be used to limit the flow to 3% G.P.M. 6. Shower risers may be braced using Specialty Products Plastic Stud Spanners with "Acousta-Clamp" support or equivalent. 7. Fixtures must be connected to supply line by flexible conduit. 8. Fixtures should be mounted on Specialty Products resilient fixture pads or equivalent. 9. Rebound rubber, felt, carpet, and other similar materials shall not be substituted as resilient mounts. G-12 DIVISION 16 - ELECTRICAL 1. All work shall be in full accordance with all codes, rules, and regula- tions of governing agencies and shall comply with the requirements of the serving power and telephone companies. 2. Electrical subcontractor shall supply line diagrams and calculations as required by the Building Department for permits etc;. 3. Provide 20' length of #4 re-bar in foundation for ground. 4. Electrical outlets to be spaced at 12'-0" max. along walls including sliding doors (glass) at exterior walls and any wall space 2'-0" or more. 5. Do not count wardrobe doors a useable wall space. 6. A 110 volt wall outlet, grounded type shall be installed in all service and bath areas. 7. (Delete). 8. All outlets to be grounded type. 9. Provide ground fault interrupters (GFI's) at all locations required by code. See acoustical requirements. 10. All equipment installed outdoor and exposed to weather shall be weather proof. 11. Receptacles, other than in #5 above, shall be installed vertically at 12" above floor, unless called out otherwise on the plans. 12. Wall switches to be 36" above floor. 13. Install exterior light fixtures at 78" above finished floor (at sides and rear) or above header. Install decorative lights at 66" above finished floor at entry doors and other front elevation locations. 14. Receptacles in kitchen and bathrooms shall be installed above work top, except those required at specific locations for appliances. G-13