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HomeMy WebLinkAbout2524 LA COSTA AVE; ; CB880252; Permitl t ~ II) -~ ~ a: ,c .., C) w 0 ~-[' ~~~~y,afflr~ ;hat I~~ licensed under CJ· · provisions of Chapter 9 (commencing with :. . Section 7000) of Division 3 of. the Business -t-:a.net-Professlon_s -Cqde, and my license is in--~ full force an~ effect. , <,> r . 11 ·heieli~'-affir~ .th;t I am. exempt . frbm the Contra~: • tor's ·C,cense Law .. lor the follo_v;ing reason (Sec. 7031.5 Business and professions Code· Any city or county vih1cr, re· tjUifes a permit to constru'ct. alter. improve: demohsh, or "repair any structure, i:inor to tts issuance also reqllires·!he ap-, plicant for such permit to file,a'signetl statement that he,is ilc ,._ 111· 9 :51, !!! a:· 111'' licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of. Division 3 of the Business and Professions Code) or that isex- empt the/efrom·ahd the basis for the·allegea exemption. MY •• yio)at1on.of Section 7031.5 by an.applicant for a permit ~Ub· Iects the applicant to a civil penalty ot not more than five hun· dred dollars ($500). :1.1 1; as.owner-of'the·property'. or my-e~ployees with wages as their·sole compensatiqn, w1ll-do•the,work, -and .the struc- USE BALL POINH1EN ONLY.& PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA,AND DECLARATIONS. .. CARLSBAD .BUIUDING DEPARTMENT 2075 Las Palmas Dr., ·Carlsbad, CA 9?0d9~1915 ·(619) 438-i 161 APPLI.CATI0"'4' & PERMIT JOB-ADDAj!SS.' ;LS-it.{ ' ; q. Cos~ At.>R.. AV. S,T.AD, THOMA_$ BROS NO. J. /(p_ 3~ --~~ L·OT 2-i/ BLOCK I SUBD!tS.ION. I AssEssoBi'AtEL No. · ······· · · ' 1../,(Jn 170..., ' &>11 J ; OWNE·A'S NAME E., ~ t..ovc:. aa..~ _ _.,_.,~ .,. sr~t,a~NE OWNER'S MAILING Af?DAES,S /qt/. Ll;,vt!ll1(>,4 _S.::1ut11,:.. dr, r:;E ~Ll::tON 1 . - c·oNTAACTOR L.. .:r: Sr.r;;:w~. Gwsr,z., 4t CONTRACTOR'S ADDRESS //1)4, lf't_k.fR:rrr,IS JJ.IIE •. ~ DESIGNER BUSINESS LICENSE # (!;it) HUz. CONTRACTORS PHONE # . 7S"3·>-"11.t./ STATE llCENSE NO. "3lf39<i(. DESIGNER'S PHONE ;I . . . , . ---·-·---· ~~~[1Z~(JJ~~~~~.L'LJ.J:t,~~~-=-~-:---==J <... ----&,..v.{) . I 3'j,S'b ~TC NO OCC GP EDU . . . "' Y" '""·.; "z'.' l:_ :;:,· I .,("'1e-V1JJ Rt11.EJE.. . DESIGN.ER'S ADDRESS STATE LICENSE NO • vw-<c:J, --' AREA : ·. cor,-1 / VALUATION PERMIT NUMBER 47_ 6 J 11i'·--•· ZONE cb ~f oi:~;--z.:. BUILDING SO. FOOTAGE ~7.6/ · 4.-.!::>::> .O.l7JY/l:rt QV.Ol 01. £:ldPmt v~ .. - 14275.pC ·Z ~ 0 ·e is not intended or olfere.d for sale·(Sec. 7044, Business '---'-"'·--':: • ·the·Cqntrc!CtQtS llcense ~.a~ do~~ ,r -ot, property who ~u\lds or improves, >'sllch work himself or through~h1S own employees, provide'd thatksuch improv0ments·are 'not intend""'• ed or offered for sale: If, however, ttie bu,l'ding' or improve· '!'ent·1§_Solq·w1thin Qne ye;,r of fOmpletion, the_owherab'Wlder. -will have the burde~ ot proving t~at he did not build or im-prove for ~e purpose ~I-sale). rENS,IJS TRAC? I PAAKIN·G·: SPAc'i:. . . 19f__. AES /ITS-, GRADING PERMIT ISSUED YD N~ 1 AEoEvE·toPME. ;r-f· : . :I TY.PE. . __ .vO N_ 1//11/ cocc l:.OAD I FtftE SPR vO Ng/ Nqt Valid Unless M~chine t;ertdier;I --, z 0 ~ z w A. :I 0 C) II) a: w :.i:: a: (;) .:r: ·~ .'. ' fl. l. as -owner of the property; am excfus1vely contracting .with licensed contraciors.to construct.the project (Sec. 7044, Business and, ProfessJolls Code: The Contractor's ticense Law does not apply to an owner-of property who builds or.1m· proves thereon. and-who contracts for-each prOfects' with a· contractor(s) license pursuant to the Contractor's License QTY,· · • . PLUMBING PERMIT" ISSUE SD QTY.'' . MECHANICAL-PERMIT• ISSUE . · • '. · /. f 001 SUMMARY/ACCOUNT NUMBER-. . I / ff . EAC:H fl;J<TURO~I\P l~N_SJ~l.~ ~URN. O!)CTS UP TO lOQ,090 BTU . _ . BD!£DING PERMr~·-bQ:1·810-00-~0-8220_ ). /4169. if"! Law). • . . . 11 Ai /1 homeowner l·am improving my home, and ihe follow· ing condilions,exist. . EACH Bu1Lo1NG.sEwE11.. r 11 • 1 ovER 100.000 BTU 1. The work is"being performed' prior•to sale. EACH WATER HEATER ANDiOR VENT f If f BOILER/COMPRESSOR UP]Q 3 HP 2. I have ltved in my honie for twelve months prior to completion of this work. EACf-! GAS_SYTI_EM_ 1 TO 4 QlJTLETS I II I BOILER/COMPRESSOR 3,15 HP 3. I have not claimed this exemption during the -last· three years. EACH GAS SYSTEM 5 OR MORE I II ~ METAL FIREPLACE . . . 0 tam exempt ~nder Sec.--~----, B & P.C. EACH INSTAL.. ALTER, REPAIR WATER PIPE I II t,/ I VEN:r FAN SINGLE DUCT· for this reason ____________ _ ~i'LEAC.1,/ VAGUUM BREAKER I II I MECH EXHAUST HOOOIOUC.TS , 0 · I hereby affirm that I have a cert1T1cate of consent to ~self-insure. or a certificate of Workers· Compensation In- surance, or a i;:ertified copy thereof (Sec. 3800. Labor Code) POLICY NO. WATER sonNER EACH RQOF pRAI_N (INSIDE) TOT AL PLUMBING T ~y • LJ Copy 1s filed with th'e city :QTY. ELECTRIQAL P.ERMIT -ISSUE 0 Certified copy i; hereby t-urOished LJ NEW CONST EA AMP'SWT.BKR -di CrO 1 P.H_ _ 3 Pt-I wi~~;~i?~6t~;Nes\"=r~~I?NNS~=~~CE EXIST BLOG EA AMP/SWT:BK·R (J'his section need not be completed·if the permit 1· PH • 3 PH • is _tqr ~ne ,huf1dred dollars ($100) or less} . , 0 •I certily,thal in the performance of.the work'forwhich .REM,00,E L 'ALTER PE.R CIRCUIT this permit 1s i~sued, I sh~II not employ any person,in any , , , --· manner so as tQIJ\!corn~ subject to the Workers; C::qmpen-TJ MP PO L 6. 200 ·A·M_PS _ satlon ~aws of California. _ , , . OVER 200 /1:MPS .: NOTICE TO-APPLICANT: I1.-after making t11is Certificate • . '. .. • . --_ r • ofExemption.youshouldb_eco·rne,s\JbjecttotheWorkers· TEMP OCCUPANCY (30 DAYS) RELOCATION OF EA FURNACE/HEATE'R I DRYER VENT TOT1<L MECHANICAL w.u- 5,0() IIQTY. MOBILE HOME SETUP CAR PORT AWNING .GARAGE SIGN PERMIT 001-810-00-00-8221 Pl:.AN CHECK 001-810-00-00-8891 9'/F.-.,-- TOTA~ PLUMBING 00'i-810-00-00-8222 .-,·;;,c - ELECTRICAL 001-81 0·00·0Q-8223 _.,;e; - MECHANICAL 001 ·810·00-00-8224 Zh_. MOBILEHOME 001-810·00-00-8225 SOLAR 001-810-00·00·8226 STRONG.MOT.ION 880-5.19-92-33 T'{_ro t,h qr) FIRE SPRINKLERS 001-810-00-00-8227 PUBLIC FACIL'.ITIES FEE 320-810-00-00-87 40 BRIDGE FEE 360-810-00-00-8740 __ ~.3_ou~ PARK-IN-LIEU (AREA TIF 312'810-00-00-8835 '-'70 ~ LA COSTA TIF 311·810-00-00-8835 FMF ~ JO (T"t.J LICEt-jSE TAX •035 Q0f810•00-00·8162. 'li /,J.,. - MFF °2!. 6 {;b,f J9 880-519-9~-~7 L-5.!LO Yi:>:· 111•,, ........ Compensation· provisions Of th"e Labor Code. you must -, ---,,;,..,.,,me,""" Wo/~"'"'' "'"'' ~··· w• . .. . . . . I . I · 1 . .. · 1. ] .. _ CREDIT DEPOS'ir: . . 1 r 7' q1 ~ be deemed revoked. ,.. \ ·, _ ~ · · ' \ \. -/ .•. . . . rnTALHECTRIC-AL. J: · .·•. . . ' ' . .-A"~: ,-0 , . . -. . JQJ'At.. •. . • . ._ • TOT.AL,F.EES PAYABk~ . L . L ~! ~ ~~ ----,--• __ .-· -• •• • -~::Jt.:: ... '~t I, J '~. • , ,,_. , f _____ ,;?./I, (!;,;;, I • -• I HAVE CAREFUl:.LY EX-AMINED.THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Everyperm1tissuetfbytheBuildingOlf1cialundertheprov1sionsofth1s. * AN OSHA PEAM:T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE , Code ~hall expire by hm!lalion and t>ecome null aod void' If the bu,lding or work . 5' O" DEEP AND DEMOLITION OR CONSTRUCTION OF " authorozed by such permit Is not commenced,wtlhin 180 days·from the date of such I J ' l' p-, hereby clffirm that there 1s·a cOnStr"uction lending ffi · age'!cy··to~ tl)e perro~man_c~ ~f~the work f?rWhi~h this per-.... C mit 1s Issued (Sec!g97., Civil Code) . · /5 · .. Lender's Name {'ffliJ't;: . · · ' DECLARATI0NS ARE TRUE·AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 1$ permif. or if the buitding or work authorized by such permit 15 suspended or· STRUCTURES OVER3 STORIES.IN HElGH.T ISSUED: TO COMPLY WITH ALL CITY. COUNTY AN9 STATE LAWS GOVERNING BUILDING CON· l.!a~ba~n~d~o~n~ed!;!_!!a!..t a~n:!l':.;t!!_!tm!.!.e!!.!.af~tte!!!r..!t!.!.he~w:!!o!.!rk~t!:'_5_!:C~o!!:m~m:!!e!!Jn!!:ce~d,!_!!fo~r~aLE.!e!!.n!!!o!!!d.£0!!.1..!1!!!80~dawss.., --:;i,~ .... "!"""""'~--------------"'!"-""'----4 STRUCTION. WHETHER SPEQIFIED HEf'lEIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND ~-PPLIC • ~ 0 APPROVED BY DATE~ " .., -~ L~~de~~ Address·-----''-~-----~ KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND A T ... S 2TUAE. OWNER CONTRACTOR_ . ~-· ·.;: ff,. · · · · · · ·· j 7, -~~ . EXPENSES WHICH,MA'f IN ANY-WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE • ~_L. BY PHONE.'[]·, ' >:'_.,;:' ,..., :;-• ~ ~//, lo/ GRANTING OF THIS PERMIT. _;,-:-~· -------------------. . • : ' •• I . /' Q) ii:. >, ro 0 a. E ~ I :2, 0 0 ...., C ell u 0: ~ I .:.:: c. a: 0 f/) f/) Q) f/) f/) <I: I 3: Q ai >- Q) u C ell C u:: ,- 1: C Q) ~ 0 ,_ 0 B Q) a. f/) C I 2 . :c 3: ' ,., 'I ~-r .. .. TYPE DATE INSPECTOR ··su1LDING ,, FOUNDATION ~-/) REINFORCED STEEL '............__ z./1/PJ r-" MASONRY .I'\ I I GUNITE OR GROUT 3/.:J./ --;L-./ ~~.-..$" SUB FRAMED FLObR' ;D CEILING /"I $HEATHING D ROOF 0 SH~AR I~/~/µ, --r:...· FRAIVIE 9/i/K-.L/ .. I I / EXTERIOR LATH ,. INSULATION ,,"-...._ . /) INTERIOR LATH & DRYWALL " 9//4/ri // ,. 7 \ I I -PLUMBING ~ ,. D SEWER AND BUCO o pµco 7/12--lrf -f-" UNDERGROUND D WASTE D:WATER r -TOP OUT D WASTE D WATER r/11/;,r ~ TUB AND SHOWER PAN " ' /} GAS TEST ~ r/11111 .,,,_,, '~ D WATER HEATER D SOLAR WATER I " , ELECTRICAL \ . D ELECTRIC UNDERGROUND o'UFF;ER /) ROl)GH l;:LECTRIC \ ··: s-/11/11 r D ELECTRIC SERVICE D TEMPORARY r D BONDING ti POOL MECHANICAL D DUCT & PLEM., D REF. PIPING HEAT-AIR COND. SYSTEMS --· -. . ,· \ ~, ' . VENTILATING SYSTEMS -•. ?-' ...... . ' . . ... ,, .., ~. + \ . -, -,. .. \. CALL FOR FINAL INSPECTJ,ON WHEN ALi APPROPRIATE ·· . ITEMS ABOVE HAVE BEEN APPROVED. FINAL . . ' . \_ ' ~ .. PLUMBING . ' ELECTRICAL "' /) MECHANICAL "' I . ~ ---r . ·'\ , I(., ·1v I ,, GAS II BUILDING '\ , SPECIAL CONDITIONS ..... {lP-,~*&);l~-~-,~--,.r .~·. -r .. .. FIELD INSPECTION RECORD ,., .. -.;~EO_UIRE£J SPECIAL INSPECTIONS INSPECTOR'S NOTES .. ~---~ --~~ -! r '! .... , , .. , .... R!;:O. IF . INSPECTOR'S --:11£.-/J ·._"":· INSPECTION DATE ~ ' . ' ' . CHECKED APPROVAL -,-t--_,;;----.J . .I -L ,r ,_ .. 6,, ...... ' -" ~ f.,_,,, ,e,, .-.A--PAA.._j 6 k_ +i r--.·u· --• . 1/ !? '° .. SOILS COMPLIANCE •to-PRIOR TO h.KJ/L ~ti) p FOUNDATION INSP -... -,.q,~~ Prµr ~i'L nee.it::_ STRUCTURAL CONCRETE -'-JA~/p_;u.o,; ·_;;~~::, •M/ 1 µ//Aw·\·~_;1i// OVER 2000 PSI PRESTRESSE0 -/ --· ,'-!. \ , -· -.. ' CONCRETE ~ ~- POST TENSIONED : ,CQNCRETE .. ~ . -. ·,\." _, ,;.f FIELD WELDIN~. ' -. ' HIGH STRENGTH ' ,·· BQLTS ·-.~ -7-.. •. .,.,_. _, SPECIAL MASONRX ; \ \ .\ ~~ ..... PILES CAISSONS --~ ..---.~. ..... -._. . --..: -..... ~ -..... :,,. .. ·-'· --~-. . ' . _ .... . i ' l '· ; ··, -...... -,• l . - ~ ·- ~ I• . \ .. '. l \ \ • , ~ I '· \. '. \ \ \• ... . ~ .... . ' . ., . .. \ ' Ii; ... , \ . ... ' , ~ '' ,.-.;"·" ~~\_\•\__ . ' -· ·-·· -•. .. . . :·"!::is'.:: -. ' +~ ·-~ , .. ' ' -• : -p j < Ji ,,, ... ,t .... ' .;._ ;! ~. < • 4,, \i~' . ~~~· .. '. . ' ·. -.:,-; ·-:. . ... .~ . ..,._ . .. ' . . -~~) ~\-::--:.~ .. ~-: __ • ,J·-::.;':' .. ~ ... ... .! ·---... 1 -' ... ' . - ' . -. "; ' .. r-: "', ~ .... t'" .. ~-' ' . ·\-: ' !" .J -..J en z 0 ~ re j (J Ill 0 ,, ~ :. USE BALL ~OINT PEN ONl:y-& ·PRESS H~RD • . . . . . . . . . _ · ... .. :.y-;: ·~-. -:-· --· · '' · ... -CAR·LSBAD BUILDING DEPARTMENT ~-[,·'. '. :c:Yi her~/anlrrifth~t '.1 am, licensed under :• ~. --2075 L_as P?lm_as. Dr.,. Carlsbad, QA. 9200,~c 1915J6.1~) 438-1161 . U,. provision" of ·Chapter 9 (commencing with ! ,io!i AqciRESS . AV, ST.Ro; THOMAS BROS NO. ~ Sec;tioif'7000r iWDlvlslon· 3 or 'ttie B~slness 1 · , . · . . · · .,._· · '.and l"roleeslons Code, and my license is In 1· -, e-, • I _ I •: ./'l --IA ,.;. I ,/0 , ::f'i ·Z: ·; :tulf torce and.effect: · · •• · · · --· · 4 ;;> _., · ~ ~ .. ·~ · l"ttHi!: 1 ..,.._:i_,. ___ • ____ ...,. _ 8 · '.,· '. -'.t · .. , . I .Bt.::oc;K SUBOIVIS'fON CONTRACT'OA. CONTRACTORS PRONE·#' 'ZONE" ·· .. ----~·-cr· . 1··. ·--~ •. ··1 heie6\(affirJiHfiat I arir. exempf·fiom the ·contrac-(, L ,-.-~ ' /l. . --. -. a~ 7 · • ·tor's _ti,ce_ii,se.L.aw lpr the following:,eason (Sec. 7031.5 , . , . . . ..:.J, .,;;;,,r,::;,,.;,.,.,,,... ~._, 7G?-.:l..<i'f , ... _ . . . . .•. Busmess and Proless1ons-Code;-Any c1ly or-county,whicr. re· t . OWNERS NAME OWNER'S PHONE . · . • · · . • • · ,"·. qmres .a. P,erm11 lo construct: alter, improve, ~emohsh, or ~ C, ~-~ , i::6NTifACTOR'S Ai:>ORESS STATE LICENSE NO. BUILDING·SO. FOOTAGE • repair.any structure, prior,to its issuance also requires the ap· · ~ -• "Plicanl' lor such'permif ·fo file.a'.s1~ned statement that he is • I·· · · • , .. . . V, -.• /'I. ~ . ,L!::'-.. ~ L... J .-~ -,1~1,1/ ....... · -· APPLIC~NT TO FILL IN INFORMATION''!t,'ITHIN SHADED ARl;_A AND DECLARATIONS. APPLICATION & PERMIT --.. ·-, I O~TE OF A'::LICA.TiONI· . -. Wl*· BUSINESS t.iCENSE # VALUATION .. ~ PERMIT NUMBER 11,ehs~~ pu,rsuant to Jije::p;ovis!on§' ~I the Con1racliir's j OWNER'S 'MAILING ADDRESS ,lt)fllJ µ~ ,.,, ,pffic, ~. .::>k:)7 yi-• '.!!!• u::. Division 3,oMhe Business and'Professions Code) or·thal is ex·, ' · OES IGN ER OEStGNE fl s PHONE >-,L1cense.Law (Chapter, 9.commenc1ng.w1th Sechon.7000 of f · . ·, a----·--~·-='--------;,.· :.....--.-------1-,-..,,;;;,.,.:,:=,"c",b,--,.-,..,.---1-------------''------------"1 empt ther~lr.ol/l andJhe·basis for the allege<fexeinpt,on Any ' -· "" violatm~ bt:Section 7Q31,5,tiy an ·ar,pJicant Joi a per,inil.s.utl· . , . · 1 ~-. ' · /2111,,Ap... 4">1:'t:;' 01 19· · ? ~, 1ects lhe,apphcant to a·c1v1l penalty of not more than five hun---0 ··1 lt-::-::-:!'=:-~::-::Z-:-:-:::":"=:-'.:"':---::-------,.','-------------------,.-----4 ~1,V , . .:...u , ~. / /89 0001 .01 0-. 0 dred.dollars ($500). !/ bESIGNER'S A.OORESs· STATE LICENSE NO,· · . . E .. ' I! 1,;,asov;ner,ot,th~prqperty:ormyemployeeswith'wages I·. ?A ~-----tl' -. ~ ' ElldPmt 15-0 Q) ffi • as-t~eirsole-compensalion,w1ll•dothewbrk,,and,thestruc-I ..::n.SO ~ ~, II'} D ----. 1-·. 9' ·. ~~t~r~~~~~ii~d~-~d~,~~r:i~a,:;~~a~~o!~s"-1;~~;!·.~~~l~~:: J F/~ FLA ELEV. ,. , NO oCc GP EDU I I 5. not.apply. to.:an owner of property who builds or .,niproves I. STORIES -I '~~~1i;e:~\~:~fiJ~i,~~"shu~~\~~!~v~e~e%!~;~.,!'~~;~~1it:. :,;! vO NO Ill edo,:offered·forsale. lf.Jiowever,lhe'build1ngor.improve-·J> . I · . I . . I . · . .. . 1-· Z ment.1s~oldw11hmoneyeareft~ompletion,_'t~eown~r,builder I ; CENSUS TRACT PARKING SP.ACE .RES UNLT.S GRI\DING PERMIT·lrSUEO. ~~~~VELOPMEN,T J: . ., •. will have,the.burden,.of.provmg,that.he did not build or 1m· • . • · ~-. . -· .. . ; , , · , ,o prove for the purpose of sale). ~ · ' , , y D N D · •·v D NO T-Y,PE CONST ·r.,.:1, as owner of Ifie property,-ani exclup1ve1y·cimtraclmg · O ... : · · , ' ..... ; ·; , l • ,with'licensedcontractorstoconstiµct1heJiroject(Sec 1044, ~ QTY PLUM ·. pc: H QTY MEC' HANICAL PER. MIT SSUE . · • -Business aod·Prolessions Code: The Contractor's License A • • • . · .!3JN(;l · ccF.'lMIT · ISSU,E /• J:::-?... · . . . . ·. . · I .. · ,...,.,., .. /--,;;-C)!t°"') OCC L.0AO· i--FIRE SPR vO ~o Not Valid Unless Machine Certified $LIMMAJW/ACCOUNT NUMBER ·:Law·does·nolajlplytoanownerof.propertywffobmlds,or.im·· · ·. •1 \ •• • VU · · tr Y"" V• prov~sthertion,,a,ndwtiocqntracts'fQ.f.e~ch,projectsY11th.a _,\ EACH FIXTURE.T·RAP.. . INSTALL FURN OUCTSUPTO 1QOOOOBTU '\....t/. £:f tlUILUINlln:t1MII uu1·1llU·UU·UU·8220 contractor(s) license pursuanl to the Contractor's License· I , ·. · '-' · · · · · · ' · · · ·., • -·· · -· .L~w). __ : · ---. . ... '.~1.~". E:ACHBL)ILOINGSEWER . :· . --.. . .... OVER,100,000BTU --c.:.,A,,h ·s1GNPERMIT 001-810·00'-00·8221 1 , ,.: f~9 ~~;dnr0~;°:X?;{. 1 am.improving my ho!'!e, and the follow· :I E~CH WATER HEME R AN010 R VENT . . • ' 801 LER/CQMPRESSO R UP TO lHP ,., •. -.-c. \.J J'f'Ji-.N CHECK .. 001-810·00·00·8891 I I, 1-. • The worK is being performed pnor 10 sale.· ~ . , . , .._, l /'II , , 2, I have liv~d !~ my. h.ome ·f9r twelve months .i EACH GAS SYSTEM 1 TO 4 OUTLETS , BOILER/COMPRESSOR 3:15 HP _ y t-;-• --i'OTAL PLUMBING 001·810-00·00·8222 3. rr~~v~·~~fP~~:~~J1/~;';·:~~~ption du;mg the I EA.CH GAS SYSTEM 5 OR MORE , . METAL FIREPLACE fj,-... ~'"/fp.,-•·· 7.0.0r'i ELECTRICAL . • .. ·ool-!!10·00·00·8223' Jast thJee years. · . , · · .:: -,.:-/, CJ,lame;empi~niersec.'~ . , ~B&P.C. {'. EACH IN~TAL, ALTER. REPAIR WATER PIPE _ . . _ V_ENT.f[IN ~INC,L_E OU~T rt::I.QJJAA .. -l ((:-4.'J b-. •. v MECHANICAL .. 001·810·00·00·8224 fbr1his.reason . ·. , l · : EACH VACUUM·BREAKER · ' _ • MECH EXHAUST HOOOIOUCTS • ..,,11r !)_o,... ~,.,,,../!,Sri!!, MOBILEHOME 001-810·00·00·8225 /(..- !·· WAT-ER SOFTNER -.. · . · -RELOCATION·OF EA FURN'AC~/HEATE'R · """-J!-$.("111,_'"' !W SOLAR . 001-810-00-00·8226 I EACH Roof DRAIN.tlNSIDE> . DRYER VENT : • ., J :»1,sTRONG MOTION 880·519-92-33 D Jhl!rebyaffirmthatlhave,~cert,l!cateofcons_entto J ·· TOTAL MECHANICAL I · '!!1RESPRINKLERS 001-810·00·00·8227 self-Insur!;!:. or a. ~~rllf1cate of Workers Cpm_p~nsation In: l· , • ,surance._ora':e~1fledcopythereof·(Sec.3!!00.L~borCode)· 1 • TOT Al PLUMBING I . . -· . PUBLIC FACll:ITIES FEE -320-810·00-00·8740 'POLICY NO. " . z co ! , . BRIDGE FEE 360-810·00·00·8740 Q . . . . . x · QTY. • _ ELECTRICAL PERMIT -ISSUE J:i~ CX) QTY. \VIOBILE HOME $ETUP · . PARK-IN-LIEU (AREA ) ~ _ Copy 1s hled·w1th_,the 91ty ,. t.i "' · .-·, 1 ~ : ~ D Certified copy,,s hereby furnished -• t · ·NE'N'~ONST EA A1'!1P'SWT BK'R CAR PORT .. • . TIF · 3~2-810·00,00·8835 ~ 111 .1 PH 3 PH ' AWNING . LA COSTA TIF 311-810-00·00·8835 ~· _CERTIFICATEOF'EXEMPTIONFROM:_ } E.~ISTBLOGEA.A~P/SWT1BKR... , . . •. GARAGE , , FMF -.. .. 1 • <J' . , ._ :· WORKERS' COMPENSATION INSURANCE · .. , 1 P_H_ ' 3 PH ·I ·11 I .] . .. ] .LICENSE.TAX 001-810·00·00·8162 R PER Cl R CU IT , , ] l MFF 880-519·92·57 E.XIST BLOG EA.," 1 PH REMODEL 'AL HR Pl " 'ti 0 C, c-Cl!· -~' ·a.: a., <( I -" C: O::! o. r/J r/J Ql r/J 'r/J <( l ::· .Q ai >- Ql 0 C: Cl! C: ti: ~ ... I C: 'Q) ~ -:·~t'ijisP_;rijiiis·i;s·~~i:f:·1-sh~,i-fiOt-em~10Yanypersonlnany t L ----·-·· ..::__ __ 3 ·:-· ~:a~tne~~~:s ~i~~r:r:i:~rbject t~ the ~-or~ers·_c~~p:~· l nMP POLE 200 AMPS • : , 0N6r1ck TO APPLICANT: ff. after making this Certificate I -, ~ .. -1,)t:Exei;nptiop. yo,u shpuld b_ecolne·sobtect to·the Workers··· J. , : 1 .f ~.9oq1_pensatlpn provi~i_ons ,of the ... l!abor Cod~. ypu mOs! ' ~ .. ; forthw1tti complywith,such provisions or-this permit shall I OVER 200 AM.PS :· ./' l T'EMP"OCCUPANCY"(30 DAYS)· I ,.'/CJ I -1.--~' r -· ;. 1 --:, be'dee!Tled revoked.:>:.,#,\.~ ~?' • , . ..:. •• · -. ..'. _ .. A ·• 1.±.' .I. . TOT.AL ELECTRICAL. •.,,.i.J , , ,. • -. '<:., . , :{ ~ ·~ ~~ ----~ A , • ',it:' :0'..1:hJreb1.ai11(,;,_,1,,;; '1h'ere °is.a construction 1endmg. I _ f HAVE CAREFULLY Er<AMIN.ED 'fHE COMPLETED "APPLICATION ANO PERMIT" AND 'DO HEREBY re. ,'ajlencyfor-itieperlormanceoftheworkforwhlchth,sper-I CERTIFY ,UNDER PENALTY OF PERJURY THAT ALL lNFORMAT19N HEREON lNC\.tJDING THE ~ :· in,1'.1s ,;sued is~~ '3097. Civii,Code) _ , .. .. . . .1 _ DECLARATIONS ARE.TRUE AND_.CORRECT AND ,J FURTHER, CERTIFY AN.J? AGl'IEE IF A PERMIT IS z · . JhJ~: ,--. ISSUED: TO COMPLY WITH All CITY. COUl'ITY ANO S'fATE ·LAWS GOVERNING BUILDING CON· ~ . . t.~~.e(s Narn~ . . ~ _ '_ .-~ · ... • ·-~ _ _ . . ~ STRUCTlON, WHETHER 'SPE(?IF!;D HEREIN OR NOT. I ALSO. AGREE TO SAVE INDEMNIFY AN!) , , __________ . · KEEP· HARMLESS THE CITY QF, CARLSBAQ' AGAINST ALL UAB!LITIES, JUDGMENTS. COSTS AND l EXPENSES WHICH MAY 11!1 AN'f WAY ACCRUE AGAINST SAID CITY tN CONSEQUENCE OF THE l 1r·~ .:...!,, __ ~~--- ....... --~-----~ .. • ,j GRANTING OF THIS PERMIT. . i . . 'I CREDIT DEPOSIT , .. -o u T0TAl TOTAL FEES P.A)'.ABL,E --T /~.;--Q) a. r/J C: Expiration. Every.permit iss.ued by th<J8uilding Olfic1a1 under the prov,s,onsof th11 Code ;shall expire by lim•!ation and become null and void lf Ille bu1ld1hg -0r work authqrized by such permit is not commenced wlthm 180 days·from the date of such permil, or .ii the bUilding .or work author~ed by such permit ,s su&pended or abandontd at an tirne after lhe work 1s commenced f-0r riod of 1 , APPLIC:::ZNT'S SIGN RE Jj.. . CONTRACT~R? / / . av PH6NE (;t ' ~~/./ ~ {: . \ / r 7 * ,... OSHA PE~IT IS'REOUIMD·FOA 'El(CAVATIOMS,OYE~ - 5' l>" DEEP -'ND OEMOt.lTIOM OR CONSTRUCTION OF , STRUC~S ~-3 ST9ftll!S IN 1:!EIG_t1l, ~- ,.. ·,. ~~-.!!),, .c -I:. o sv1· · · DArE j > 3=. \'J~: :·.):--· .. · I -1/ifkf ..... 7 7· ~. I TYPE l DATE , lNSPECTOR . 'BUILDING I FOUNDATION I I REINFORCED STEEL l ' MASONRY ! . GUNITE OR GROUT I i SUB FRAME D Fl,.OQR D CEl(IN~ SHEATHlt,IG D ROOF D SHEAR ' ' . FRAME I I EXTERIOR L6.TH i • INSULATION I INTERIOR LATH & DRYWALL . ' i I . PLUMBING ' d SEWER AND BUCO 0 Pl-JCO UNPERGROUND D WASTE D!WATER . " TOP OUT D WASTE D WATER TUB AND SHOWER PAN I l GAS TEST f V D WATER HEATER D SOLAR WATER I I ELECTRICAL l . D ELECTRIC UNDERGROUND Of UFFER ROUGH ELECTRIC -j7Jip'.6 - D El,.ECTRIC SERVICE D TEMPQRARY ~l#i'IH' T" D BONDING D POOL ! I # / ~ j MECHANICAL I " CJ DUCT & PLEM., o· REF. PIPING HEAT -AIR COND. SYSTEMS I I ........ ..... ----· ... VENTILATING SYSTEMS I 1 -... ' I . ., . ' . . -,\ ~-..:: t-4 r . _ ... ~ ":.. -I . '\\ -~ CALL FOR FINAL /NSPEC 1 ~~N WHEN ALL APPROPRIATE . , ITEMS ABOVE HA E BEEN APPROVED. · ... FINAL I ,_ -, .. PLUMBING . ·.:;-_ . ~-.. . J .. ELECTRICAL I l I .... . ' MECHANICAL J . GAS ---' -·---I BUILDING I I SPECiAL_ CONDITIONS I . i lo.. -----,,. ... ·...,_ ... '· " -.--·. ., -.. /'i &aio-o· .',.;I' . ------,. . _;---:_ --. . . • 1 . .,, • :~\~ lP l> 1 .. , r ;~ f~ ~~ I FIELD INSPECTION RECORD REQUIRED SPECIAi::. INSPECTIONS INSPE6.:rlON, .. _, SOILS COMPLIANCE PRIORTO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI . PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDIN9 HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS ; __ \ '! 4! ~ A• ,-., -· • "-i,. ",-_ REQ. IF I· INSPECTOR'$' CHECKED APPROVAL ·1- -·· , ... ... .,,,, '. .......... ' DATE • I <I. ' --~ ~ -- ."~ t ... 1. -. I : ~ J ~:---• I I \I' I ··· ~--· · · I INSPECTOR'S NOTES. ·-. ;:1 t.: ,_ -•e... -:::~.-;: r:;\fii\B{;. t1.::}r 1 ,'_J : _ .. '";_~ .. \. :',\"; -< \ .l: ~ t, ·-~'.: ---~ -- DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEO:US FEE R-ECEIPT Applicant Ple,se Print And FIii In Shaded Area Only JOB ADl;)RESS PLAN ID NO. ASSESSOR'S PARCEL, NO. --6s e-;1080202- OWNER, OWNER'S MAILING ADDRESS ZIP q;2-0:;2.. S:::RJJ,c.. c:r- TEL. 7s-s-D777 -VALIDATION AREA L. r. .S'i",~~ ('.2>j,)$~LT10.> a, 00~0217-6 9J&/.Cl15Mi<:-.c. . 782,.00 CONTRACTOR'S . ESTMATED VALUATION {./2(} + -CONTRACTOR ~~b~~~s IID/,o -M~1f'l)S Jh.,n. .. PLAN CHECK FEE 001-e:1_0-oo-oo-a921_ :.II _7~2-00> · _ - ---'-----------'--.:....L.Jt..:;...:=:....:..._-=---~~_:_--------1 IF THE APPLICANT TAKES NO -ACTION "If- ' WITHIN 180 DAYS, PLAN CHECK FEES CITY LevCJt,,,C>1 .14-ZIP q-~;2.~ TEL. 7Ss-;t~ '{ WILL BE FORFEITED. STATE BIJSINESS LICENSE NO. $I S'Z'-l(c. UCENSE NO. e.,.J H'-lz 37.rl I LEGAL DESCRIPTION· . CHECK IF SUBMITTED: 2 ENERGY CALCS o· 2 1987 ENERGY CALCS FQ.R !'(ON RESIDENTIAL BL:_DGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS. J.) Fi.w S1,.;1,,,L.FL 2 SOILS REPORTS 2 $_ELF ADDRESSED El\!VELOPES DATE CONTACT PERSON L'/Llz_ ::T. ADDRESS / IDG:. White -File Yellow -Applicant Pink -Finance Gold -Assessor PERMIT# CB880252 DESCRIPTION: SFD NEW SFD TYPE: SFD CITY OF CARLSBAD INSPECTION REQUEST FOR 02/14/90 3751 SF/799 GAR/922 DECK STR: JOB ADDRESS: 2524 LA COSTA AV APPLICANT: STEWART, LYLE J. CONTRACTOR: STEWART L J CONSTRUCTION PHONE: 753--2994 COMPA PHONE: OWNER: LOVE, E.. PAUL REMARKS: Tl/MH/LYLE/753-2994 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- LVL DESCRIPTION PERMIT# TYPE CB890071 ELEC PHONE: STATUS ISSUED ACT COMMENTS INSPECTOR AREA TP PLANCK# CB880252 OCC GRP CONSTR. TYPE NEW FL: STE: CD 19 29 39 49 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final 'Mechanical ST Final Struct~ral PL Final Plumbing EL Final Electrical ME Final Mechanical llf ____ _ ±--- !-- -------------------- -----------------------'---------'----------------------..a.------- ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 020890 Final Combo CA TP RES 2/9/90 020790 Final Combo CA ·TP 012590 Final Mechanical co TP 012490 Final Mechanical NS TP 011990 Final Combo NR TP ·f.lNAL BUILDING INSPECTION t~ . . ·-.,---.. ,· _,,. ' ,' ,-,,; PLAN· CHECK NUMBER: '830252 PROJECTNAME: --------------,----"--~--'----'--c-------+--'----'---'- ADDRESS: ------25_2~ZJ~L~a~Co_s_t_a..,..A.._,_v_e_n~u~e~--------,--=-~-----~~~---'-·-"i'.,..,· ,--- . ,PROJECT NO.: ------'----UNIT NUMBER: ------'----e-,-~ TYPE OF UNIT: · CONTACT PERSON·~-~_L_.y_l_e---,-----------'----------'------ttrw.r-=~~'-,::--=i!!..~1 u , ~CA«i.lst.'lP.0 · , , --~~5~3t-~2~~-9~_::_-'----------,---'-,----'--..;._--U_.b~· ~MU~. N~lC~l~~~L~W:~ATeE~fi .. D:'.::JS:'.:f:Rl'.:OT:: 'CONTACT TELEPHONE, -t · ·· ..... •• Bldg, Eng., Plan,~:,;: Util, .J!fater. .~JP_E_c_T_ED---~------· INSPECTED BY:~·--------- INS.PECTED .. BY:-----..,.. .• ..,.,_,..,,,.-, __ _ DATE FEB. 1 4 1990 ·7 IN$PECTED: _____ · APPROVED .,....,,,..._ DATE INSPECTED: -"-'----APPROVED -~~'""" DATE INSPECTED: ---,---- D.ISAPPROVED -'--,- DISAPPROVED __ _ .DISAPPROVED ,.;,.;--",-- Carl®b~d W&'hunlelpal water Dliitilct .,,I': QOMMENTS: _____ f; ..... 0.9.u.in,.,.8...,8:.:..ri:.:..n...,gc..:0:::..e=p=a=rt=m~e,;..;.nt= .. ,..... -----------~----------,.~'-,-,--_.,.....-""---'---''-------'------- ~-;\' (619) 438-3367 . --~ ., I I . "_, r ., _,, .. Rev., 1/86 WHITE: S4spense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning G01-~i Fire ,> FINAL BUILDING INSP.ECTI.ON PLAN C.HECK NUMBER: DATE: 1-19-90 PROJECT N~ME: ~---------~---,---.,----'--------,,---,---'-,-------,-'- TYPE OF. UNIT: SFO ____________ NUMBER OF UNITS: INSPECTED ·av:~·-~------- DAT~ ~~~~· .. • / . ·. INSP~CTED: 'L-(1.5':-:7-6. APPROVED ?--DISAPPROVEQ --~ INSPECTED DATE ·BY: · INSPECTED: ---.,--~ APPROVED~~ D1$APPROVED __ INSRECTED . DATE BY:------'----'---'--INSPECTED: -----'--APPROVED '-' __ 'D.ISAPPROVED· -'--,' ,--.'--- j:·: 11M , COMMEN}"S: ----'------,--'-----"-------,,----'-----------~~~-·-1;-··: .l ., Rev. 1/86 WHITE: Suspense , B~!JE:Water 01,s!rlct GREEN: Engineering· CANARY: L!tllltl~s. PINK: Pl~nrilhg GOLO: Fire ''.· ;. -:: 1·,, FINAL BUILDING INSPECTION PLAN CHECK NUMBER: s-ao2s2 DATE: 1-19-90 '," ' PROJECT NAME:----------------------------'~-------'----'- ADDRESS: ______ 2_5~2_4_L_a_C_o_s_ta_A_v_,~_n_u_e _____________ ---------'-'--,---'-- PROJECT NO.: _______ UNlT NUMBER: ------~· PHASE NO.: -------~.....,...-- TYPE OF UNIT: _____ S_F_O_· ______ NUMBER OF l,JNITS: ·-~---~~--'-------~ CONJ.ACT PERSON~· -~-L~y_l_~----~----------------,--'--,----'-----''-'-- . CONTACTTELEPHONE: __ 7_S_3_-_1_9_9_4 _____ ~-------------..,-e~-- 01dg, Eng, Plan, xliU:nl;c Uti I, W~t~r ,, ~ ''. I' -_: ( DATE ,,..~,~q?J' t/ INSPECTED: APPROVED DISAPPROVED INSPECTE · BY: _ __J~,p,,!1,__~Y-4.-'--- INSPECTED BY: _______ ~-- DATE ... INSPECTED: APPROVED DISAPPRO\{ED INSPECTED DATE BY.: _____ ----___ _ INSPECTED: APPROVED DISAPPROVED COMMENTS:---------~-------'------,--------------'----,--- Rev. 1/86 WHITE: Suspense BLUE: Water District GREE.N: Engineering CANARY: Utilities PINK: Planning GOLD: Fire '' ,--T ~ ,' <t ~, • ' ' , If < ,-\ PLAN CHECK NUMBER: ',JI'\' 4~")'1' .' A FINAL BUILDING INSPECTION' 880252 DATE: l-19-90 ,, I•,-,"•,• PROJECT NAME:---------~--------~-----------,---- ADDRESS: -------'-__ 2_S_l_4_l_:a_C_o_~_tu_·· _A_V_·1c}_rl_U_(-) _________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: _____ !";_f_f.l_l ______ NUMBER OF UNITS: L•-4tJ CONTACT PERso·N~· -----'-'----------------~---------- CONTACT TELEPHONE:. __ i_5_3_-_'?_9_9_4 ___ -__________________ _ INSPECTED /?_R7 BY: ____ "o/'L-_r,_--==---- INSPECTED. BY: _________ _ INSPECTED E;IY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED __,,--DISAPPROVED __ _ DISAPPROVED __ _ DISAPPROVED __ _ COMMENTS: ---""2---~/-~~· _--__ .3~0_0_~_()_~_· --------------'--,-- Rev. 1/86 WHITE: Suspense . •BLl,JE: Water District ~REEi\!:. Enqlneerlng CANARY: Utilities PINK: Planning GOLD: Fire Stnwlural L'11gi11eeri11g .~'n'l'ices Co. A Consulting Engineering Firm August 8, 1989 Kevin Rugee & Associat~s·· 5830 Oberlin Dr., #201 San Diego, CA 92121 · Attn: Kevin Rugee RE: La Hacienda de La Costa -field corrections Project No. 00701-01 Dear Kevin, At the request of the contractor for the above project, Mr. Lyle Stewart, this office visited the site to observe the.construction and determine if the project was in general compliance with the plans. Based on our field observations on Friday, August 4th and Monday, August 7th, the following field corrections are required in order to bring the building into substantial.compliance with the intent of the structural design. These correct'i-dns·· are as follows: 1. 2. 3. 4. Holdowns at north wall of Family Room. -HD7A, HD7, or FTA7 holdowns·-are required to be installed at these shearwalls per the p-lans. An alternate to these holdowns is to use 2 MST48 ~traps per holdqwp, installed on the outside of the north wall at the first floor level per the attached sketch SK7. North/south shearwalls below Living Room (in crawl space). -The anchor bolts into the masonry walls, as constructed, are inadequate to transfer the· shear into the block walls. In order to provide adequate shear transfer in_ this area, it is recommended that the continuous top plate fro~ the block walls be cut at t~e edge of the block wall and that the <'.g> type shea_rwalls be installed as per the plans. An alternate to this would be to install two 1/2 "diameter Rc:1-mset Trubolt expansion ancho.rs into the top of each masonry wall trhu the 2 X sill plate. However, due to the confined work space in this area, I do not find this to be a very practical al tern'ative<· Shearwall on East side of'living Room. -The type (§> shearwalls are required as per the plans. -0./<. a.f o·,.ds, -The HD5A or FTA7 holdoW:hs are required as per the plans. Shearwall on West side of Living Room. -Plywood shearwall with 8d@ 6 11 e.n, 12" f.n. is acceptable in lieu of the gypboard shearwall on each side as per the plans. No holdowns are required. -c;.: a.s e,ut$, 1 3252 Via Marin, #7 • La Jolla, Ca. 92037 • (619) 558-7963 5. 6 X 12 roof beam at north side of Living Room. -The 2 X blocking above the beam is required to be toe nailed into the top of the beam with 2 -10d common nails each side of each block. An alternate to the t~e nails is is to use one A34 framing anchor at each block to the beam. -The roof sheathing is required to be nailed into the blocking with 8d common nails at 6 "on center. -The ST6224 strap, per detail 19/D2, is to be installed. 6. South side shearwall type B at BR #2 -Where the double top plate is interrupted at intersecting walls, use an MST37 strap on the. side of the plate ·{to splice the plate}. -At the 4 x 12 beam on the south side of the Living Room (in line with BR #2 shearwall}, remove the east end steel strap and install a Simpson TP57 Tie Plate w/ 60 -8d x 1 1/4" nails to each side of the 4 x beam to the double top plate (see the attached sketch SK -1). -Install 3/8 "plywood w/ 8d common nails@ 6" e.n, 12" f.n., above the 4 x 12 beam. {See attached sketch SK-2} -At the east end of the shearwall, install an ST6236 strap on the outside wall {east exterior wall} per sketch SK3. -At the west end of the shearwall install an HD2A holdown thru the floor into the beam below with a 5/8 inch diameter threaded steel rod, 2 1/2" square plate washer countersunk on the underside of the beam. (See the attached sketch SK-4) 7. Living Room roof. -Provide the double 2 x drag in the roof of the living room per the plans and connection per detail 20/D2. Also provide the ST6224 strap over the ridge per the note on sheet 6 of the plans. -The use of 2 x 8 1 s at 16" on center in lieu of 2 x 6 1 s is acceptable. -The elimination of the two middle 6 x 12 roof beams is acceptable.· -Provide the dra_g_ connection of the double 2 X roof members into the type~ shearwall at the stair tower per the attached sketch SK5. 8. 2nd floor at BR #4. -Provide the 1 1/2 "X 20 GA steel strap at the 2nd floor of Bedroom #4 per the plans (sht. 5). Also provide the connection of the strap to the shearwall per the attached sketch SK6. 2 9. Holdowns at the 2nd Floor, North Side Walls of BR#2, Bath#2 -Provide holdown at these walls per the plans. An alternate to this is to use 2 -MST48 straps per holdown at the west~rn end shearwall and 1 -ST6236 strap per·holdown at the eastern end shearwall. Please refer to sketch SK7 for details. 10. Holdowns at BR#4, West Side Walls -In lieu of the FTA 5 holdow~s as called out on plan sht. 6 (type (J) ), install 2 -ST6215 straps per attached sketch SK8 and nail the boundary studs of the shearpanels to the intersecting walls w/ 16d common nails at 4" o.c .. Please refer to attached sketch SK8. If you have any questions regarding these items please do not hesitate to call. cc: Lyle Stewart file Very Truly Yours, ~//~ Peter A. Stauch, S.E. 3 AUG 03 '89 09: 55 OCEAf-lS!DE P,2/4 :~ e CER IFICAJ'E OF CJJJlFORMANCE • .. • ' ' HE UND£RSl6NED MANUFACTURER HEREBY CERTIFIES· that the products -Identified below ,nd on attached 1heett Nos. , , t & 2 w are marked with the cQ11ectlve mark of th& American Institute of Timber Con$tructio" (AITC) and art manufactured fn aecordanct with the manufacturtng and fabricating provi9ion1 of .£HM!'.rtt8 25 • OF IDB UNIP'QRM BUXIiPlNG CODE lOR GI,It!D I.AMINAIED TIMBRR AS MODIFIED Bt.L ..... tcao RESEARCH REPQBT Na, 3346 . , .• and that such manufacture has been at our plant lo... . COTTAGE GROYS .J)REGON , which plant has a quality control system epprQYed by the Jnspeetlon Bureau of tht American lnttltute of Timber Conttructton and Inspected pertodtcanv·by tueh Bur~au. ' . ;/~Jt!/?7f/.P- JOf NAMl!: ____ __.JFulwD:DP.U~AJI.IA\,4X-.... Ur.::8:i.2...J..l~~lll»;~eiUT--..11.S:C.wQQC~i ...... ~~. :.-.::;,.:;;£~;r:..;;,..."~~ .. ·~-;;;;::-;::,,.;;.;.;,;t1, __ ~~~----· -- JOll lOCATION:~--_,!o~N1tt'!AR.RJ1~o~c~AL~1!JForuRNmtIAL~~~S.:.~::::._~flll/!!!!!~~~~~11iiic:::;11111iiii:.. CUST~Mf!lt'S Ol'IDER ~O. 8658 PJ!.~0/0 , l)A'fE 2/28l89 24 .. 'IJ-4 A/TC HEREBY CERTIFIES that the said company at tts satd p1~n.t ts licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark In re!lpect cf products which comply with eppllcabft provisions of said code and report(s). that the adequacy of the qt,1$tlty control systern In effect at said plant Is periodically inspected and verified by the lnspfJQtion Buteau of the AMERICA,N INSTITUTE OF TtMBER CONSTRUCTION, ,nd that, In the Judgment of AITC, Nfd eompany 11 c1peblt of eomplylnt with 1ppllc1btt manufecturlng end testing provfslons of said code and report(s) In respect of products manufactured at seld ptant. Con• formance with the said code and rep0rt(s) In respect of any s,:,eclfte or particular product rs the salt responsibility of the· manufacturer; AITC11 certificate hereunder being that th~ said company is qualified to produce a product meeting the said code and report(s) and that its ptant is periodicaHy Inspected itid verified by the AITC Inspection Bureau. AtTC Certificate No. : 0 8 5 4 7 E AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC 'ORM 18C£ C ltU AMf:rtleAr-. INSTITUTE OF ttM8~R CONSTRUCTtON • • • AUG 03 , 89 09: 56 OCEAr~·3IDE SHEET No. ------ • TTACHMENl NUMBEIJ1: ITC Certificate of Conformance No .. 08547E. Dated 2/28/89 • Job Nome: _____ ...,F .... E .... B..,B.,,..UA...,R~Y.__..1...,9.,...89,4-J,B .... L~A .. N .. K.,..E~T...___....$:..Ta""c.._.K,._ _____________ _ .,;-. . Job Locotion: ___ ---c--=O=N=T=AR=I=O,.__, -=C=A=L=IF..,O=RN.,,.....I_....A ____ ~-------------~ Customer's Order No. -~8~6~5_8 ___ Doted 2/28/89 Mf9r's Order No. _._4 .... 02 ..... 7.__ ___ _ The following gives the additional spec.ificotions that were used in the monufoc::ture of the members on this job; 1. LUMBER 2. MOISTURE CONTENT 3. END JOINT 4. ADHEStVE 5. GLUING p. · 149 Species; ______ W_£ ..... S_T~CO....cAc..-cS'-"'T-'--'-D .... O"""UG=L=A=S~F-=I=R---~--~~-- Groding Rules; ____ W_C_L_!_B_l 6_&_A_IT_C_l_1_7 _ _._7_9_T_A~S .... L~E~l------~~ Paro9raph:-~ ........ --l_5_4_A ........... _B_~-~C-· ___ ~--------'~-·---- Grodes: ______ 3_0_2 _( __ 2""'"'4=F..,_, ..... 2""'2"""F .... ,_2 .... 0=F ...... )-=<L_,,_,rD"'""',,._--=L=2=D-, _,,L=2,....,_L=3=--. ____ _ Slope of Groin: ---~l _i'--"n .......... l-"'-6 ..... , --'l'-----'-i .... n __ . _1_4 ..... """'1"----...,i .... n......,__12......_, _.,l'--""i"""n-'8..__.~---~- Range: 7 -16%-·HAXIMtJM (12% AVE~GEJ. _______ _ Variation per member; ..... 5-% ___ _ .. ,-..., .. r, ... ..........,---~- STANDARD WQER JQINIS Conforms to ----M-1 .... Ic ...... A-~39...,Z ... B"---'-----------$pec:ifications. Type: PHENOL RES0RCENOL CHEMBOND 2004 Batch No.·----~- Pressure 125 PSI MZNlMUM Pressure Period 8 -14 Hau.n.s Glue Spread s~ -lSUll:1 SQ......£!..._.....,._~-------- AITC Licensed Plant No . WEYEP..J-IAEUSER COMPANY LA:.."1INATED · TIHBER PRODUCTS Company AITC Form 18,US rl) 1965 American Institute of TimtM!r construction .,.1 > .:., ... , ,-----------------------------------------GENEIIAL NOTI:S--------------------------------------""I f'1 Q (SI --(\J -,--1 (SI 0 z 0 3 >-(I'.'. <I _j u "' N VJ I• -,--1 er, co "-. er, -,--1· ,, co 1S1 t 11 WMOER SHAI.L BE OF THE SPEClflEO MINIMUM GAAOES. SPECIES AND MAl(IM!JM MOlSTURE CONTEMT. OR SUCH {HAf IS OF HIGHER AlUlWABlE STRESS VALUES. ALL. W\LUES USl:0 FOR OESIGII Alli: BASED ON TH£ LATEST EDITION Of THE PIA· TIONAL DESIGN STAIIOARDS l'IJ8LISHEO "irf THE HATIOIIAl FOREST PRODL.'CTS ASSOCIATl!lff. 21 THIS llESIGN IS BASEO ON CLARY CONNECTOR PLATES ONlY. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY -ii CONNECTOR Pl.ATE SIZES ARE GIVEN 90 DEG. AXlS BY-0 DEG AXIS \VER BY HORIZ l 51 COlltl[ClOR Pl.ATES SHAU Of INSTALi.ED SfMNETAIC•l.LV ON "THE JOINT . 61 TOP CHORD SPI.ICES ARE NOT IIECOMMEHOEO 10 OCCUR DIRECTLY ABOVE /\ BOTTOM CHOflO.SPLICE. ·71 V-2000 APPROVAL NUMeEAS: uec 2342. FlfA TCB 2014. SllCC 1251. BOCA Frt.E 1!6-125 8) 1HIS TRUSS HAS BEEN DESIGNED FOR THE 1.0,\0ING SHOWN Oil T!IIS DRAWING. INSTALLATION AND USE SHALL CONFORM WITH THIS OESlll/l 91 fH!S OESIGtl IS AP!'LICABU 10 SttOATER SPAN TRUSSES lx- lOENTICAL ~DING Ao~O CONflGUAATION 10) THE TOP CtllRD SHALL 8£ 1.mRAI.LY BIIAC<D EITlf:R 11'1' 318" !MIil.i SHEATIUNG OR BP.ICING MEMBERS SP.-.CED AT 3'0" OC 1MAX) 111 THE flOTTlJM CHOOD SH~ll BE LATERALLY BAACEO EITHER BV 1/2" tMIN l Ol!YWAL.L OR BRAC!N,'.; MEMBERS SPACED M 10!0" QC. (MAX.). . 121 1§1 INOIC,\TES Bli:ARltlG lOCATIOH. 131 ~ INOICATES t'ATERAL BRACING IJIEU8!:R (IX~ 14.~ I !JJ INSTAlL.ATIONANO ERECTION OF THE TRIJSS:P!:AI.WlE!lf. ANO "EMPORARY BRACING SHOULD BE DON€ IN ACCORIWICE Wt TH CURRENT TPt 6RACING ANO ER£CTIO!I l'USLICATIONS. 151 lHIS DESIGN CQW"ORIJS m CU!lRENT TPI DESIGN SPEClFICA- llONS FOR METAL PtATE CONNECTED WOOD TRUSSES ANO OUALIIY STANDARDS FOR TRUSSl:S. , 161 NO MEMBER OF THIS TRUSS MAY BE CUT OR MOOIFIEO IN ANY WAY. -fU'IS 1\llm • ---a.D&ITID --. i&C • .ilHI! -MIR a· Nff UIID. --J.. -~ 6-9-4' 12 .. v""" .&-B-t2 &-8-12 12 -=:::J.t IHl--4 -l frf?C w l;P\C:(1 -~ :=::5:itf ~ ~ L ~ ~ · . :l"~U-"-.SOPil>e>ttS. ':ioc,1'c .AC.· UN (r OVf:Jt ~~..,U.~ (1at0•/-r1t..,,.c 3 M111t} 8-ID-9 8-llHI a-s--o 1'2 ,. tie 2&-9-0 ~l•~ l.ndtna: Rllfar ts. Load1ng OJ..,... r, ·, r,,~gq· T SC87# 15.~ TIP -es! -22!19 -22911 -e!&l IO PLF 39,4'f, + 22.(fr '2~ 20 PLF 11-i-o .to sot 5" Forcq(L-fl IIJT 2.fl!S 1129 2.t29 IEBS -ttt 729 728 --411 'V. 1097,f ~n '"T-ti!!o"" I "",':' l " """"' .,.. te DF1. U TI: t,,t PSF BCWMeEll OESCfl1f'T10N: n-+o COM/FAU LOAD ~7e,o7 'CLARY CQRPOAATION Hill! SOUTli GRV<rSOUTHWEST r ... RICW .. Y ~-OF GAAND Pff4"1,t. TEX ... S 75051 .,._, • i-,1.1l.ut\"'WUl"I _,,,,,,..:J . ...__ PLAT!; AREA· 200 OL TC PSF ,aMi ft IJFt.. ",r.::: '"' sr~ I LL s~ 1: PSF was 2X.C STD IFR 25 OL8... PSF I· . 'TITAL "40 PSf EXCEl'T AS MAY, BE NOTED ENG. fttltlE 11llSS co INC., -MSN I ENG.~ ~ OROJECT: ·L.J.stBWn' , Of • DATE; 1.7 Aug l9ft I SCALE:3./SS ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: A9. J9f? lli-P-P-L CANT 0-URISDI ON I JURISDICTION: t!...O:'f OE Af±&Lb 880 jPLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: Rf-o;as;;... SET: ,.1I... PROJECT ADDRESS : ,:;;85,,;J, 1./ j._p,-<!oS,TYt 8::UE. PROJECT NAME: __ __..S~r~F-~__.P~~------------------ D II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building c_odes. The plans transmitted herewith will substantially comply with the jurisdiction's building co.des when minor deficien- cies identified /JV trrr:8C.ltEl> ..stte-Er: are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 D The check list transmitted herewith is for your information. T.he plans are being held at Esg.il Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: II Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted=---------Telephone# _______ _ REMARKS: . ---------------'-'-,------------- Enclosur$s:_-J..ll,}~O.-~-e'=------- (IP, Rlf-0;1..6.;i. 1T_ tP.S~ I/ J. Ft /lnsr'ft AI.J6, .. /.Lit I}(! A-PPL Jt'.AJJ"r' LJbre-· o.J l'LfflJ., I. (1_ I~<=.,:;..,-I J J.1 1)1,:ri, <. 'iA-J~ ~ m ,, n..,,1!, SJ~ 11 TVP/i'°K "-a YI! B 4/1-12.-1) OJ.) 1,11LLJ / <=-. "f-t1 ..,P;/ L.J flM ~ I t#., I<, /ff,; JZ£"1Jt!e' {)erl1-ll. l'JIDI n::, ~< HB"'/11!..lult-Ll!-, t' .. (.:fN.A-t,,,e-PR.tu.Jr /.(.)If. s) - J. ..Sflt?fttJ w rtLL. 'A-'i AFrn+ .A AJ, €'. e.t)R tJee. fs1m t,,,. PtP1Js / . . . - . PI.All cma IK>:. __ C?;,..-...:.-,R_---=0::;.:;~;.;.:5=.;1.;;.._ ____ ____ m:. __ __._L.._J'.1-L....,£ ... -.... -.... s"rt."""?l:ii .... ~i::,,,,L.:-'.ll;g;r ______ _ 1101e ttYmarus aue; J!IELOSDRES:, ________________ _ Jl'UDl ARE&: ____ 3-....,.'76 ... ._l _______ _ Sl'mIES: ____ ...,;:;.:;..:... _________ _ BEIGR:r:_. ------------------- RID!L\RltS: ------------------ Cl'ff' a, r.ARLSIW) SilG.1t FAMILY ARD IXJPL1IX 11Jl11',j:g;;cp Date plans received by jurisdiction: ,;J. ),:g1p/ fie 7 I Date plans. received by Esgil Corporation: $ Ii I Rf ' , Date initial plan check completed: 3/lr'RR By: £ ILl;,tJ) WAiJ<t5-£,, - Applicant-contact person: Lyu: ..S1BWAgf Telephone: ?SJ--'89:1 st 'Plan check is limited to technical requirements contained in the Uniform Building Code,-Uniform Plumbing Code, Uniform Mechanical Code, National E:).ectrical Code and state laws regulating energy conservation, noise attenuation and access for t:he handicapped. '.Ille plan ~eek is based on regulations enforced _by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present california -law mandates that residential construct'ion comply with Title 24 and the following model -codes: 1985 UBC (eff. 7/31/87) 1985 UPC(eff. 3/30/87) 1987 NEC (eff. 10/28/87) ' ,. 1985 UMC (eff. 8/28/87) '.Ille above regulations apply to residential construction, regardless of the code editions · adopted by ordinance. The-circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the-cited codes and :regulations. Per Sec. 303(c), 1985 Uniform Building Code,·the approval of the .-Plans does not permit the violation _of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. ~: PAGE 1UtBDS ARI 117.t D SiQUiM!I AS PAGIS BAVDG ii> 1'DMS IIDDIIIG OORRl!Cflc;IIS WIRE JIEl'Rl'ffl" List No. 63, carlsbad Single Family Dwelling and Dl.lpleJ:C With All Supplements. (1985 UBC) 0 l I· I· 0 0 f. ,. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to.you by the jurisdiction, to: Esgil Corporation, 9320 ~esapeake Drive, Suite #208, San Diego, california 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plan$, the naiile of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (california Business and Prqfessions Code). Plans, specifications and calculations shall be signed by the califomia state licensed engineer or architect _responsible for their preparation, for plans deviating from conventional wood fra,me construction. Specify expiration date of license. (califomia Business and Prof~sions Code) • .S1"R.1u .. -ruML... ()1,..Au ~1tet::1S P1~-r ~H'f. l'JP-Utu..!:J. Specify_ on the Title Sheet of the plans the gross ·noor area of each element of this project including dwelling, garage, carport, _patio.,. deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size,. and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and a:11 easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. ·Section 302 ( c) • Indicate distance from property lines to proposed building. Section 302(c). 12/16187 Show on the title sheet all structures, pools, walls, etc. inc-luded under this application. Any portion of the project shown on the site plan that is not included with the building perlliit appl-ication filed should be clearly identified as "not included." Clearly show if the lower level-is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Taple 5-A, Section 1709 (a)). Projections, including eaves, may not extend ·more than 12 inches into the 3 foot setback from the property line. -Eaves over required windows shall be not less than ,30 inches from the side and rear prc;>perty lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not within 81 of an exterior wall openings in such exterior wall or required to be protected. Section 5207 (a) 7. be installed located where are prohibited Project~ons, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 31 setback area from the property iine. Section 1710 .• ~ · Show location of permanently wired smoke ~:J detector, centrally located in corridor or area giving access to sleeping rooms or above stair _if sleeping rooms are on.upper level. Section itio. CEA>'f"Rr-1-U'I ue.~-,,;;00,J C iir/UIU/:, .-1.& V€ S-tft1/Z. 'lfl A smoke detector shall be installed in the 7· • basement of dwelling units having a stairway whicq opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detectc;>r to provide an alarm which will be audible ih the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, s·moke detectors shall be provided at existing bedrqoms per item 16 above. 2 0 ROCJ1 SIZES, LIC21', VEMTILATION AKO GLAZillG Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At.least one room shall have not less than 120 square feet of floor area. Section 1207 {b) • Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. _ft. (Section 1205 (a)).· 6Pr1"H ..5 m ,u '-/. ?q l)fe,J(l/!i.£ At least 1/2 of the comon wall must be open and .have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at l8c!.St 7 feet, the longer side is at least 65% open, .and the porch a1?uts ·a street, yard or court. Section 1205 (a). Provide. mechanical ventilation capable of providing five air changes per hour in ~throoms, water closet compartments, l~dry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 71011 in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7 '611 • Section 1207 (a). . Show ceiling height for laundry rooms, ,hallways, corridors, and bathrooms is a minimum . of 7 1011 • Section 1207 (a). Dimension-on the plans the 3011 clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for gl~ing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 12/16/87 t· i r· 1· G Glazing, in ·the same wall plane as a door, must be safety glazing if within 12" of the door and· less than ·6011 above the walking surface, unless -the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 f~et of tub or shower floor). Section 54.06 (d) 5. -Sleeping room~ shall have a window or exterior door for emergency exit. Sill height shall not -exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 2011 and 1;.h,e minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor a,rea exceeding 33 i/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must :tiave the long side open to the room below except for posts and protective walls or railings not _exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Bu~lding Code definition, a story. ~ection 1716. IXITS 1 s:rAIRWAYS 1 AKO RAil.IlfGS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet .and located no higher than immediately above the second story. Section 3303 (a). -Required exit doorways shall be not less than 3611 in width and not less than 61811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 3611 high protective railing for porches, balconies, and open sides of. stair landings. Openings between railing snall be less than 611• Section 1711. Show how ~drail connection details are adequate to support 20 pounds per lineal fo9t at a right angle to the top rail. Table 23-B. 3 f· Prov:ide stairway and landing details. 3306 (b) & (c). Section a. b. c. Maximum rise is 711 and mini.mum run is 1111• When the stairs serves less than 10 occupants, o;-serves an unoccupied roof, rise may be 811 maxi.mum and run 911 mini.mum. Minimum headroom is 61611 • Minimum width is 3611• ~ All handrails per Section 3306 (j), shall "Q· satisfy the following:P~u,o~o, .. T1½1l-fl.~f-TZ) Pt:A-v. ~- f· /. I. 0 Provide handrail for stairways with 4 or more risers. Handrail shall be 3011 to 3411 above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/411 nor more than 211 in cross-sectional dimension. Every stairway landing shall have a dimension, ll!MSured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304· (h). Provide details of winding stairway complying with Sectioq 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): 11· Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 l/2 inches. c. ' d. Minimum headroom is 6 feet 6 inches The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 12/16/87 ~- ¥1· 51-· r· Spiral stairways may not be used for required exits when the ~ea served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizQntally of an exterior stairway. An exit balcony with 2.separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured· horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floo~s· below it. · An exit balcony with two separated stairways is exempt. Section 3.306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable .space under interior stairs shall be protected on· the enciosed side as required for one-hour fire-resistive construction. Section 3306 (m). LtrJbte.. S1A ,a.. l!.:i..a.s.e-r. Within units,. show that corridors have a minimum width of 36 inches. Section 3305 (b). Specify roof slope. Roof slope-is not adequate for roof type specified. Table 32-B; Section 3203 (h). ~i. · Specify roof material and application. T Chapter 3.2. ¥•, Specify I.C.B.O. 9r U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 4 sj. fs. The maxilllllm slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built~ up roof, with cap sheet surfacing, is 1/2 inch in 12 inches •. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof ~lope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. e Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Jt..BD ~'{J /Y Abt' ,:=oR.. t E.ll.Y /..lt''1#'fs. • P~astic skylights must be separated from each other by at least 4 feet. Section 5207 {a) 6. t::'\ Show attic ventilation. Minimum vent area is '-::..:/ 1/150 of attic area or l/300 of attic area if at least 50% of the required vent is at least 3 ~- feet. above eave vents or cornice vents. ~ required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached .fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Sei~mic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of al~ cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load., whichever is greater. ~ross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls., below· finish grade, where usable space exists on the interior side of ·the walls. Section 1707 (d). 12/16/87 j· ~- Show a m1nJ.111U111 211 air space a.pd flashing between planter and building walls. Section 2516 (c) 7, GARAGE ARD CARPORTS Garage requ:L;:-es one-hour f.ire protection on the garage side of walls and ceiling co11111on to the dwelling. Table 5-B, Section 503 (d). All elenients supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 ·3/811 solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not req~ired between carport and residence, provided the carport is open on two or more sides and has no enc'losed uses above. Section 503 (a) Exception 3. (:::\ Show garage framing sections, size of header V over garage opening., lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. G NOTE: ·Maximum shear panel ratio is 3 l/2 to 1 for height-to-width. Table 25-I. Doors may open into the garage only Uthe fioor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 1811 raised platform for any FAU, water heater., or other device in the garage which. may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOONDATIOM KWQ.I.RFJttMS Per soils report, note on the plan the soils classification, whether or p.ot the· · soil is expansive and note the allowable bearing value. Section 2905 (c). The fotllldation plan does not comply with the soils report recommendations for this project. Please review ·the report and mod~fy design, notes Md details as required to show compliance:a.-#'f1PP+ik#:16trr[DQ1 fflL Wu y-, f?Xu fTr-,s. QRie,, rJe (1€ ff;b:m -P..pnJ. fBr: mp,c:re,nu'1 i€au., t em e: urs. FlJe.. .Sl.P& 5 a/ +· r· r· 0 r· Provide notes on the foundation plan listing the soils report reco11111endation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, .grading plan and specifications have been reviewed and that it has been determined that the recommendations in the s9ils report are properly incorporated into the construction documents (when required by the soil report). The soils report reco11111endations excavations be reviewed by soils engineer. Note on the foundation plan that 11Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. 2. I The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavat_ions, formings and reinforcements comply with t;he soils report and approved plan.11 Show height of all foundation walls. 23. Chapter Show height,of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 611 mini.mum above f:i.nishgrade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gµtter at point of discharge or the inlet to a drainage device a mini.mum of 1211 plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Floors Footing SuoEorted:it Stemwal! Width Depth Thickness 1 6" 1211 1211 6" 2 8" 1511 1811 7" 3 1011 1811 2Z." 8" :icfoundations may support a roof in addition to the floor~. Where only a roof is supported, use foundation for one floor. 12/16/87 Show foundation sills ·to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I,C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of. hold down anchors on foundation plan. Section 2312 (f), 304 (c). If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. ~ectioh 305 (e) l. Show adeqU/ite footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show mini.mum 1811 clearance from grade to bottom of floor joists and mini.mum 1211 clearance to bottom of girders. Section 2516 (c) 2. Show pier size, undisturbed soil. spacing and depth into table 29-A. Show mini.mum underfloor access of 1811 x 2Z.". Section 2516 (c). - Show mini.mum underfloor ventilation equal to l sg. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately . opposit.13 sides. Section 2516 (c) 6. /o Jl5,8Jq A~a·o. -!.1'1-0w RDw UrmPuAIJee-I!. u11¼ ma 1 • Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. .11. ShQw wall bracing. Every exterior wood stud i wall and ma.in cross partition shall be braced at each end at least every 25 feet of length with l x Z. diagonal let-in braces or equivalent. Section 2517 (g) 3. r· Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 6 ... Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under b~ing partitions running parallel with the joists. Section 2517 (d) 5. ~5. B~ing partitions, perpendicular to joists, shall not be offset from supporting girders; beams, walls or partitions, more than the depth of the joist. Section 2517 (d) s. Show rafter ties •. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where ·rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/211 minj,mum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 101. Show double top plate with minimum 4811 lap r splice. 'section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show ·or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; . c. d. 12/16/87 In-concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys~ fireplaces and similar openings which afford a passage for fire at ceiling- and floor· levels, with noncombustible materials. ,l.· Show stud size and spacing. Maximum allowable r~ stud·heights: Bearing wall: 2 x4 and 2 x 6 max. 19 1; Non-bearing: 2 x 4 max. 14', 2 ·x 6 max. 20'. Table 25-R-3. Studs supporting ceiling must be 3 Table 25-R-3. two floors, a roof and. x 4 or 2 x 6 at 16" o.c. 1_•/. Note on A.I.T.C. Certificate of Compliance for r glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (£). ~ Detail all ~ost-to-beam and post-to-footing V connections and reference the detail to the plan. Section 2516 {m). ~ Detail shear transfer connections, including vroof and· floor diaphragms, to shear walls. Section 2513. Sp~cify nail size and spacing ~or all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, Kand Section 4713 (d)]. Show 311 x 411 or 2" x 611 studs in first story of three story building. Table 25-R-.3. 1/4. Provide truss details and truss calculations r· for this project. specify truss identification numbers on the plans. 1/o. Provide 'roof framing plan and floor framing plan. Section 302 (c). ltl· Provide framing sections through Section 302 (c). 1/2. Specify all header sizes for opening over 41 wide. .Section 2517 (g) 5. · ll3 •. Provide calculations .for main vertical and f horizontal frB.llling members and post footings. Section 302 (b). 1{4. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 7 Show on the plans all structural requirements developed in the structural calculations. Section 302 ( c ).. ( See co11111ents below or at end.} 1~{. Columns and posts located on concrete or r masonry floors or decks exposed to the weather or-to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors· unless approved wood of natural .i;-esistanc~ to decay or treated wood is used. Section 25i6 (c) 4. 111. Individual concrete or masonry piers shall [ project at least 8 inches above exposed ground unless the columns or posts which they support ar~ of approved wood ofi natural resistance to decay or treated wood is used. . 1f. Section 2516 (c) 4 • Show location of attic access with minimum size 2211 x 3on-. Section 3205. "J._b9. Show draft separation for attic areas between r units in a duplex. Section 2516 (f). 1/0. Specify plywood grade and panel identification index. Table 25-N. 1,1. 1r2~ 1,3. {34. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 1411 high, framing sliall be solid blocking. Section 2517 (g) 4~ Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed e,aves, or other weather exposed areas, is exterior grade. Section 2516 (i)~ 1Js. Show a weep screed at the foundation plate line / on all exterior stud walls to be stuccoed. Section 4706 {e). ~ Detail~ iayout for 3011 x 3011 attic access·, V iff required for equipment in the attic. f twu1oe rRArnwt-t ()~r111L. . 1 7. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 12/16/87 AU heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. _Q Show the size, location and type of all '-:J .heating and cooling appliances or systems. 1/.0. Show source of· combustion air to furnace, per Chapter 6, UMC • 11ti. Every dwelling unit shall be provided with heating· facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. Show minl.llJlU1! 3011 deep unobstructed working space in front of furnace. Section sos, UMC. Note· on. plans, "clearances to ):)e per manufacturer's listing." Section 504, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimulli 30 inches by 30 inches. Section 708 & 709 UMC. 1/7. Note that passageway to ~e attic furnace r shall be unobstructed and have continuous solid flooring not less. than 24 :i,nches wide. Section 708 UMC. ~ ~how permanent electrical outlet and lighting V fixture.controlled by a switch for the &We furnace. Section 708 UMC. u NO~~ f'J.c1>e 1=-IJIUIU[ r,';;;\ Show details to comply with Section 709 for \:'.:::Jfurnace under the floor, or Section 710 for fbbf or outside furnace. I,';\ Note on p1an: Gas vents and non-combustible '(::;) piping, in walls., passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. Provide dryer vent to outside. 1903. UMC, Section 8 ELECrRICAL (JfATIOIW. :EL!CIRICAL CX>DE) All wiring shall comply with the National Electrical Code. · 1./2. Show on the plan the amperage of the electrical T service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in C1 tr:Bfu"-ro/"@M se: k>flu .. s. ou,.f:L ... 1:T? ro t;,E. oeesa rn ,,.,. ~'i '1, ~ eao s e= .. , $ IJ'.2'C ftQfi1u.;~1~ t tJ ,. Prm u . ..t I iJf):)I(. 155. Show at least one convenience outlet other than ' outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. ~ Note convenience outlets in bathrooms, kitchen '-:.:J counter to s · within 6 feet of the kitch . s ou oors, an in garages and basements ~r ~ for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 1/1. Note electrical system ground to be provided T · per NEC, Art. 250-81. i'lllmllE {DIWORM PLtilBm; CX>DE) Show water heater size., type and location on plans. UPC., Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used., at least one-half of the requirecl opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC., Section 1307. Fuel combustion water installed in bath or opening into bath or 1309. heater shall not be bedroom or in a closet bedroom. UPC., Section lfl· Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. ~l2. Show I and P valve on water heater and show f route-of discharge line to exterior. UPC., Section 1007 ( e). ~ Note on the plan that hose bibbs and lawn ':::::.J sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & (i). 12/16/87 lf/+-Show shower .stall can accolllDOdate a 3011 circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). -.>ISE IRSOLAnOR (OOl'LEXl'S) Show details of duplex co111DOn (party) walls and floor/ceiling assemblies to achieve a Sound iransmission. Class (SIC) rating in walls of 50 ~ecibels and. an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to 1118.intain required sound transmission rating. Title 25. if-. -Provid~ insulation in walls and ceiling to achieve SIG of 50 ·between garage and living area :i,f garage use is not controlled by resident. Title 25 • State regulations (califomia Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculat:i,ons. The law also requires that lll!lllY mandatory conservation:items be satisfied. ifs On the title sheet of the plans, provide a · ,· SUlll!larY of the -design features for this project (i.e., R-values, glazing., shading devices., thermal mass, HVAC efficiencies, etc.). 1J. Show on the plans the 11R11 vaiu~ for the walls, floors, ceiling and related areas. 170. Show double glazing as per Energy Design, on ·Glazing Schedule. 11}.. Show on the plan how shading requirements are satisfied. r,';;;\ Show on the plans the thermal mass areas as '-:..:J indicated in the energy documentation~ 9 Ihe plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: lf4. Ihe _glazing area on the plans exceeds that shown in the documentation or allowed in the package selected. Glazing area includes rough openings of windows and the full size of french doors. r· Specify on the. building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space·heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 B!U/Hr, For room additions, show that the glazing area of the addition does not exceed 16% of the newly~conditioned floor area, plus glazing removed or relocated due to the addition. CARLSBAD S.F .D. & mPLEX SDPPLIMEllr Energy conservation design should be for Zone 7 • See attached energy packages. Floor drains must have auto-prime ( city policy). Note. exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 1~2. Note 11two 3/411 copper pipes must be installed r to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facir!g roof. (City Ordinance No. 8093). ~ All piping for present or future soiar water V heating must be insulated when in areas t;bat are .not heated or cooled by mechanical means (city policy) • . ,, I• 12/17/87 it. Incorporate the waterproofing'details, on the -attached Policy 80-8, where interior l:i,ving space occurs below grade at the masonry wall(s). 1/s. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 1s4 •. Ail new residential buildings, including 7· additions, require a soils report. Please ~ubmit two copies. f89. Heavy timber framing, minimum 611 x 1011 beams and minimum.811 x 811 post, for the structural beam and co.lUIIDl supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city pol,icy). UBC Adopting Ordinance 8792 requires Fire. Retardant roof on all structures (Sec. 18.04,230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 20 1x201 i.e. no wash~ machines, etc. Show compliance. Please see additional corrections, or remarks, on the following page. Ihe City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number. of 019/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact. ___________ ___ £/Ll{EIJ /.VR:kt<6if at Esgil Corpo~ation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of-Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 1. HQt>€ 2. 3. 10 CITY OF CARLSBAD Prepared bys g., 1+>e:1;-'.>{c£-VALUATION AND PLAN CHECK FEE c Bldg, Dept. O Esgil PLAN CHECK NO. 'i?8,{)e,..S~ BUILDING ADDRESS ~5 c;B c./ . &ft r!/JSTFI-. p-µe. APPLICANT/CONTACT L ~[£µJft&r PHON.E NO. 7..,-3 -A99Y' BUILDING OCCUPANCY (<,J, /a,~J DESIGNER PHONE _______ _ TYPE OF CONSTRUCTION y tJ CONTRACTOR PHONE._. ___ _ BUILDING PORTION BUILDING AREA 'VALUATION VALUE MULTIPLIER R ~, J.f\J:"1.1~,;; 2i rz</ . &~,.OD .tll./? S'4fL:J . ~ a P.A~t::: . 199 /?,DD· 13 5/l-z. PA-,LD 'i5 In, /)/') 1: :J?D . /Jc /Ute. 9J:J '950 11..'l~? , ,•· I - Air Conditionin£ Commercial @ Residential ta Res. or Comm. Fire S-crinklers @ Total Value :Z?h. 1,e Bi,ilding Per flit r ea s ______________________ _..$__,.l_,.,B~S .... 9=-..... o __ o __ Plan Check F' n--:S:..._ ______________________ ..:;S __ (i,~/ _f..;..,..;;;;,3;...;::,_-_ CO H HEN ts._• --------------------------------- Plahs received by Esgil after July 31, 1987 shall have permit and plan check·fees calculated per 1985 UBC. SHEET I OF/ I 12/87 a.) "O Cl) 3: Cl) > Cl) 0:: Q) .... !ti C- a.) "O Cl) 3: Cl) ·-> Cl) 0:: G('o ~D i~ ~g f~ @o ~ D Qf .... !ti C a.) "O Cl) 3: Cl) > Cl) 0:: D D D D D D D D D D D D D D ENGINEERI.NG CHECKLIST Date ; __ 3_-.L./-..r..Yf_-=a='B;,__., _____ _ Plan Check No. ___,,Bi .... ~~0=2.;:;;.5.~Z;....·. ____ _ Project Address: :lS:Z.-1/ /.,,q C'p.5rf? .flvE. Project Name: /.oVe f<psJoG'AIC#- Field _Check Date: 3/;8/e;<"o > . By: C?22fc LEGAL REQUIREMENTS Site Plan LEGEND ii7 @ 1,2,3 Item Complete I tern Incomplete -Needs Your Action Number in circle indicates plancheck number that deficiency was identified 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade .adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading s. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE ____ _ 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter artd compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Wa Permit re· uired for work in public right-of~way (e.g. I etc). approach sidewalk, connection to water main, _,_ __ ...;...,._----~ 9. Industrial Waste Permit application required. To be filled completely and returned to Development Processing. ~.DD @o· D @o D ifo D (92 D D (g)o D ~o·o FEES REQUIRED 10. Park-in-Lieu fees required. -, Total Fee: Quadrant=-====::::_, Fee Per Unit: --------- 11. Traffic impact fee required. . ..¢/'7"/'\ Fee Per Unit: IPG 70 _ , Total Fee: <.0/u 12. Bridge and Thoroughfare fee required.# Fee Per Unit: f/>530 , Total Fee: ~0 13. Public facilities fee required. 14. Facilities management fee required. Fee: #s1 D 15. Additional EDU's required: Lt WD -mRIJ47J}i.;-: Sewer connection fee: __ ..... _-_-_-:_ __ Sewer permit no. __:====--- 16. Sewer lateral required: /4ChJO. ---=-----=------------- 0Cc. Uf/4)A>CY, 0. K. ~ -==;=::_,,· ..L,__,.~.::;;;~..---====ii!!!Sii!!l5'==--0 ..... ate: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. · f IXl al al "O "O "O Q) Q) Q) ~ ~ ~ -~ -~ Q) ·-> > > ~ Q) Q) ·c::: c::: ... N rt') * * * u u u 0. 0. 0. ief'p D [!(o D u(o D ~DD ·D DD PLANNING CHECKLIST Plan Check No. 8802~2 Address 252~ ,I..,:;, Cosm Ave. Type of Project and Use .SF[) Zone R-l Use Allowed? YES~ NO Setback: Front 0~ Side OK Rear QK ; Facilities Management Zone G School District: San Dieguito ')\ . Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments YES YES YES ---'-- -- -- Encinitas --San Marcos NO~ NO~ NO~ -- Type __ ----------------------------------- Coastal Permit Required YES NO .Ji:_ Additional Comments ------------------'---------- Ol(T~ ------DATE~ \ ··.;,,· '.J DATE. ?If /E, ,, ,. ' .' ENGl'NEERS, __ P_'J __ _ 1 rn~ 'fffl-l 1 l 1 1 '2X f/J,j(.~ w/;1t.{at '' ,c. "lb ,f)( 1'2-4'1, Structural Engineering Services Co. SHEET NO. ____ _ /_¥.f'fli1,L _vt;-w .J"'/lt?l'fl.V 7,P .57 Tltr l. w/ld-,Pt/ X /'9 ~ I'-~ ;'UT 3? .r77!Ar' wf/1:,~1, np ll. If /PTz;-Rlli,tPW() t;"71. S/111:; dF f J< 12 76 .• ' "2~ /Jl.tJCf//K IJ.eW• ,fu,=. F~-"' ('. j'Z.11fJr ,F~,w"'< {; eyPAro/ 2X"f ~ I~ II .,;/' DATE f !-f-/<f"! ENGINEERS_.....,_?,_'J-- EE~ 'Jm3 1 1 ] l . Structural Engineering Services Co. SHEET NO. ____ _ JOB NO. t)tJ7~ /-,~ ri.11JH ~UT P~Jr w/2;c 1,/.t?,",.e. -n,p, 'I ~·L--t---,.ST~2J~ S?A'.-f-/? I l.ft-+--1* £&, w;-,~ -/~~ ,~ J?t5 V; 'JJ{Jeb 1P RI~ I r;/ ~ Y, v .f~ K f,t "t! "'.+. /4,fl ; ,<1 wr €_ 116 T7111A 1<.J',K ,c,uJ e_ tfA.I/Jtil2.f/f;t:,--Ill= /j,+J, +------------L-=--L------------1 l f-)'&r<. .v,-DATc...E -.!!...t:C.....I i_,_(_t_..7 __ _ ENGINEERS·_..:_P_S° __ _ Ea~ LtfflJ I 1 l 1 J/ II 7$ Cl) /'LYW.D w/ pp( a I II Ej !2 1'r// Structural Engi~eering Services Co. SHEET NO. ____ _ ~ ~BL-r~e,n/e-,a.1r) ST, 221 fr,f! Al' ~~-~2-x fl t)H 71~ ~,e w/rU. , S"T ~ 2,2-t .STl<./4, / .--3-Y~ 114 M, B, (>11µ, rJ'AO.v,f /3E7W, e&LT'f: 6/I) ----.-@ .... ½." <P /1,8. (rrt ). • • ' ' -, -, \ f .• • ,, t \ t , I , l.J:::+--tL--.~~l=M~*-:;;= -~~--, ~fr, 22<9 STRlll' tv/2.R-)I~ Ai.. ~ P 1,n.1.. mlAu st J) ;i -Y,!,f, 11, 6 -n n" it) cATE z/ t:/re, ENGINEERS es Structural Engineering Services Co. SHEET NO. ____ _ JOB NO. tJP7fl/-(;)() SUBJECT LA-IIA-c/~A/~A de LA-G.rJ?J N~W ~)< IJJ./C4 /JJ,· 7 Iv c EN' { t, gp..vs) #,7E! ); j½,1 ~ II' 4'A, ml"L rr~ 1s,, u1f'/IP S?itA, ,r.!t '' PAC/< AU~ lvlriL--- t-A1-,!r (b~;--;,;,.-;-~) 8'-~( n, 1)81. 711' /t.. /f t ~A-U. .re£ .r#, r t?;&= /-''--4N'.J ,;:~,e £"),(rz--#r t:1.& 1½-"x IF (SA, st-£?:£. -'7/?A/0/ DATE,--=,:f',..._/r'-__,_/._r-'-7 __ _ !:S ENGINEERS___.{_____:_ __ _.,.._ !l/~36 _ffi~ q-&-7 1 1 1 1 $ife.lil' -=::;:::::'"j-------- 1·: -1 2-JffJt .,,, ~l'.f $A, &#t> 'F /,M/el.. --,,it-_...- (-,. n~. Structural Engineering Services Co. ft IEl'tA(• C/f/,1VC'/1 ~---- SHEET NO. ____ _ JOB NO. t:)~7&' /-dCI I• .. . ' • I ,, '. ENGINEERS PS --'---'---- Structural Engineering Services Co. SHEET NO. ____ _ JOB NO. cJ'07P/-(l O SUBJECT iA 1/,+e//;,vl).d, ..,/e ~A c'::,,1rA ,:'"'~· ... t ., . ....... , Structural Calculations for LA HACIENDA de bA COSTA La Costa South Unit No.~, Lot 24 -a tf. ~ S'C#-2f# Struetural Engineer Structural Engineering Se~vices Co. 3252 Via Marin, #7 La Jolla, CA 92037 Architect Kevin Rugee & Associates 3950 Sorrento Valley Blvd., Suite F San Diego, ·cA 92121 \ -··r: -·· . . ...--~~ ... r .•• ~4! ... · ... 7A BL£ t'JF C~/VTE //TS P,Vi£ fs) At 1-lt L.t -2 I .r.f -/tJ f~\ . :_·:.-·· ..... :_ ... __ .·. /), Al JOB NO. tJCJ7t:7 l-tJO LOADS LIVE LOAD ROOF 4.'! 2 .SLo/1:: ------------------------- PLOOR ------------------------ STAIR, CORRIDOR i EXITS------------ BALCONY--------------------------- PARTITIONS------------------------ STORAGE------~--------------------SPECIAL--------------------------- WIND---------UBC · f~ METHOD---2 ----- SEISMIC------UBC ~~ STRESSES· ZONB ---------------4 ----- IMPORTANCB FACTOR --/, O -----1,33 K ----------------------- TIMBER ------------------------b£;: ATTAi 'SME&T CONCRETE --------------------~--fc • ·EXTERIOR SLAB ON GRADE ~--------£ c • REINFORCING--------------------£ • y STRUCTURAL STEEL---------------£ • y TUBES ------------------•--f • . y 2coo :Jt;OO t O 0~ Cl 3& OOCI PIPE----------------------£ • BOLTS ~~3~) y ----- ASTM A325 ASTM 615 GR60 ASTM A36 ASTM AS00 ASTM A53 GRB MASONRY. ------------------------£1 • / {"CiCI P~t ASTM C90 . --··----m INSPECTED UNINSPECTED) ----·' ~ 1/2 s be f.re>., SOIL REQUIREMENTS (tt ..... :I .-.. /• \ . . . . .... __ ¥. 61 I Bl Bf I h B ' I P;. 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'J1~7t r .77 f;,<1 ~ 'J.t; 3r~ 1 * -lo~/:· lit l!v~, (,~,-.£~,..- (I)) (L; ~M lo/ 1+ l'ltl ~,r 3/S-{, 7J'f'f ?P(l w0 -=-p,J°nv ::-1~r,t/.; u/011-:1t,o 111 -11 . i 14 l t t 3 I ~ f 4 1 J 4 fl,.IL c •· xf P :: po I' If j ltJ '-,r4r;-:-t, ""I{/,-A t. r; / .. t, 1 ;;. 'w , / < 1.. I 2. '· 1H K ft},1:te,.., 1.w-/l PL..~ 'Jc;e,-11&.r"" "{tfr/f DL--2'J. ?(.o I I ,.. Ll-;:; ;ii 01r #- 'I f 1 W,H!.. (jJ ~w-::21' vH-;. r.nt. 11 -i. t.,, ? ' w v 12-,, (H It. F 74. r R rtf o I-10 p''-- [}1+~: ::iltJ>IF,f; /17 f22 I# I . , D t s : /11 Ii. = 1 P ~ ? t o ' -;. 1 -;r. V ~ 3 JI tf IP ~ 1 ~ = 7, U ~ c -;_ 4, ri' > ¼ ,', 1-:. ;; l I'.,, 4 p,.,~ --I 1 It, ,,JI o/ ' ' . I =-?, e? ' e = 2, 1, '~ LI'-/ I J ! t ,. W X /2 ,. 1 H /C ~ w/ • Qt-' ' - WALL {i) .,(J-;. /h'JJ' VH--/[1'11 ~ ,·..,r:;,.;fc,,.._7f-. I V -=-:it 1 3 9 r .,,._ o ,-J 14 o f //. . w A L.L.!' (P t@ 1· ;:1 tJf. 10 O!t n. ' :2 /; f !tr = 3 3 t p/1-~";, /'2.eJt1 11 /J'-::: 12 'frl'J'I ~If p, ~fl 7' 1 p,.,,...,_ :: / .S-J I (J-" f-<' ;_ct 7 (j ft. ? • c>. ~ £- FOOTING WIDTH Fl I ,, /--() F2 I' I I -1 r-:s 2 ! o ,, F4 I t " 2- F.s 3! () ,, ;:e, ., .!-t" ;=7 I ,, ~-&, (.},; FOOTING SCHEDULE ff Flflof' _!f!_ /)A re: 2 /;e Irr LENGTH THICKNESS REINFORCING SEt:-;;,'' ':t # ,s-C6#T. (Grr,) PJ.AN !:'J.7 f // 2 # ..5 t'PA/t, (p I 17.) f'J ,I... A-J./ s-1;.-"l;· fJJ.~N I 2" 2 ,;,,-S coNr, ~~rr) s~·r I~ ,, 2 '# S-OMT, (/3(rr.) PLA-AI SEC I~ ,, S # ..) ('D,,,/1., V!~ rr.) />J. A A.I st-c • II # tit! II',, T/?AAIJV j(f3g ~ Pt.AA./ /.J 1 # f t;l)A/T-u~~ . 2·.!.. (, ,, ,~ II 2 'P s £, JI./, /eD7r) J;o 7e S.' t" ••. 2-:: .. · , I /I 1. ~IL /3P,T, Pr" r~J 7Z-,ec A /111/111~1,,1rz ~·F /-tt /A.ITP coM/Ar14.-1) FILL /l?A r'L, AN'fJ A /11//11'/~f,fM' tJF ;2!p" /$Et(;L.J 1-C-weJi 14/)TAn;;Alr £'XT£}?/c~ FIA/Ill... c£ul(1V/) £LEv~r1,,v, sn.-17 w,1t-1-L r~,i/N''f'.J pqwA:J rL~(~ /'t5 R£4'D Fort. Af!;ove, Sec e ,F~/l 7YI', STep ;::-~r(/Ah( PE'T7IIL, I II 4--() /Ali() t°"M~/trr ~/) /'It. L /f?A-; .l, SOlLS INVESJIG/\TIOJi PROPOSED E. PAUL LOVE· JR. RESIDENCE 2524 LA COSTA AVENUE CA~LSBAD, CALIFORNIA PROJECT NO. 87-11-20AE ' ' , ' > JANUARY 1~, 1988 · BENTON ENGIN.EERING, INC, . , •J -:-,. 1 " I -I I I 0 . ~ ) J ;j) -. 2 ', "'. TABLE OF CONTENTS SOiLS 1NVESTIGATION Introduction ... ~.: ••••.•...••• ~ •..•...• ~ ..••.••..•••.••••.. Field Investigation ................. .-................. · ..... . Labora-tory tests ...................... ! • 1 •••••••••••••• ' ••••• QISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Di scussi-on of Soil Types •...•••••.•..•••.••••.••••.••••••• Con cl us ions and Recommendation$ •.•••.••.••.•...•.•• : • ~ ••••• -Background ...... ~ .......... · .....•.....•........•....•...... .......... Foundation Footing Des·ign .•• · ..•••...• -: . .-......•.•.• · •••.•••... · Resistance to .Lateral Loads ..••.•...•.•..•....••••..••••••• Retaining Wall and Basement Wall Design .•...•.•.•..•.....•• DRAWlNG TITLE Location of Test Borings Summary Sheets:. ..... , ............................. . . Bo ri n g 1 ............ ! •••• !I' •••••••••••••••••••••••••••• .. Boring. 2 ............................•. ~ ............... . Consolidation Curves •••••••• ~ •.••••••••• A •••••••• ~ ••••••••• APPENDICES Page ' 1 1 and 2 2 and 3 3 and 4 4 4 and 5 5 and 6 7 : 7 ~nd 8 Drawing 1 2,.3, and· 4 5, 6, and 7 8 Unifi.ed Soil Classification. Chart ..... ., .. .. .. • • .. • .. .. .. .. A Sampl fog, Shear Tests, Consolidation Tests an.d Expan$icin Tests················-·····~··~ .. ·············.······ B BEl'fTON. ENGINEERING, INC, J 1 " I -i • I -) . ~ . • _.) ..) JJ g ..... .. .... BJ::NTON ENGINEERING, INC •. APPLll0 8O1L MECHAHIQ8 .-l'OUH0ATIOH8 ""° nu""'" R.OAD SAN DIEGO,,CALln,nHIA 11111_ PHILIP HENICINO 111'.:NTOH PllltlDll_HY • CIVIi. l!lGllll!III SOILS iNVESTlGATION TILlll'HON& (l,lf J 111•1811 Introductipn ' This is to present the results of a soils. inv~stigation conduct~d at ~he site of the proposed E. Paul Love Jr ... resid_ence located at 2524 La Costa Avenue, Carlsbad,-California. It' is-understood-·that-'the·wood:frame __ _ constructed house is to be two stories wi.th a sing_l e-story attached gara_ge. The _l_ocat_ion an~ configu.ration ~f the propo~ed single-family dwelling is understood to be,_as i.ndicated on Kevin_Rugee & Associates• drawing dated November 1987. · The objectives of this investigation were to determine the general· I subsurfac~ soil conditions tif the building site and sufftcie~t physical properties of the soils so that pertinent s·oil parameters may be presented for the design of the proposed building. Field Investigation Two borings were drilled at the site~ Borings 1 and 2 were drilled ·to--·a··depth of 52.0 feet and.45.0 feet, respectively, below the existing ground surface at the locations shown on the attached Drawing 1 entitled 11 Location of Test Bodngs.11 A continuous log of the soils encountered is shown ·in detail on Drawings 2 to _7, inclusive~ each entitled 11Summary Sheet.11 . The soils were visually classified by field identification procedures in accordance with the Unified Soil Classification Chart. A simplified description of this cla5sification system is presented-in Appendix A . . . . Undisturbed samples were o~tained at intervals of 3 to 5 feet, where possible., in the grave.1-free soil~ ahead Qf t~e drilling .. The drop weight used to drive the sampling tube into the soils was the 11 Kelly 11 bar of the : g , ,J I ·l l I . ~ ' 'i IJ _) , ., -2- drill r~g which weighs 2218 pounds. The average drop of the· Kelly bar · was 12 inches. The general procedu~es used in field sampling ar.e described unde-r "Samplin~" tn Appendix B. Laboratory Tests ~aboratory tests were performed on all undisturbed samples of the . so.i ls. in order to determine. the dry density -and moi ~ture content; · Norma 1 load shearing strengths were determined from, the. samples taken in natural ground. The results of these tests are presented on Drawings 2 to 7, inclusive. Consolidation tests were performed on representative samples in order to , ·determi,ne the load,-settlement characteristics of the soils and the results of these tests are presented graphically on Drawing 8 entitled "Consoiidation Curves.'.' Direct shear tests were performed on undisturbed samples to determine the mini~um angle of internal friction and apparent cohesion of the soils.· ' . All samples ·were saturated and drained before testing. The results are as follows: Normal .Load KSF Bori.ng 1 . 0. 5 . Sample l 1.0 Depth: 2.5' 2.0 Boring 1 0.5 Sample 3 1.0 Depth.: 8. 0' 2.0 Boring 2 0.5 Sample 1 -1.0 Depth: 2.0 1 2.0 Maximum .Sheari-ng Load KSF 0~74 1".12 1.16 0.73 0.82 1.16 0.Ql 1.44 . 1.49 .. Angle of Interna 1 friction Degrees 16 16 29 Apparent Cohesion PSF. · 550 550· 340 Compaction tests were performed on representative samples of the fill soils to establish compaction criteria. The soils were tested according to the· ASTM D 1557-78 method which· uses 2.5 blows of a 10-pound rammer dropping "18 .. i'riche·s on each of 5 layers in a ·4-foch dfameter l/30th cubic fo.ot mold. BENTON ENGINEERING, INC, LIJ c:C 0 C'J I .... .... I ,..... co . 0 z t Q) '".") 0 ~ -3- The results of the tests a.re as follows: Boring Bag Depth No. Sample in Feet Soil . Des.cri pti on 1 B-1 4 -5 Li g'ht ~ray Clay 1 B.-2 36 -37 Brown Clayey Fine Medi u.m Sand .. 2 B-1 5 -6 Light Brown Silty Fin.e Sand 2 B-2 30 -31 Gray B·rown Fine Sandy Clay to An expansion test was performed on a sample of the Maximum Dry Density lb/cu ft 117 .1 119.1 117. 7 120.0 upper more clayey s6iJ type i~ order to determine their vertical expansion characteristics : with change in moisture content. An undisturbed sample was.allowed to dry in the ,air for two days, then subjected to a load of' 500 pounds per square foot and saturated. The results are a$ follows: Optimum Moisture Content % dr,i'. wt 14.0 11. 9 12.5· 13.3 Boring No. Sample No. Depth in Feet Soil Description Clay Expansion Percent 1 2 5.0 DISCUSSION, CONCLUSIONS AND. RECOMMENDATIONS Discussion of Soil TyPes Fill. soils were encountered to d~pths of _44.0 and 37.~ feet, respectively, in Borings 1 and 2. The fill soils-consisted of clayey fine to medium sand, silty fine sand, fine sandy clay, silty clay and clay soils. The . . consistency of the fill soils Jarted from loose in the upper 1.0 yoot to medium compact and compact. Th~ relative compaction of the fill _soils be 1 ow the upper one foot varied from 89. 3 to 97 .1 percent of maxi mum dry . density. Naturcl.1 soils _were encountered at aorings 1 and 2 below depths_ of 44.0 feet and 37.0 feet, respectively. The natural soils consisted of silty fine sand, silty clay, and clay soils. The consistency of the_. n~tural soils varied from firm to very fi"rm. The ·log of Boring 1 i.ndtcates that loose fill soils were encountered to 1.0 foot of depth. The fill soils underlying th~ upper loose soils ~ENTON ENGINEERING, INC, . 0 z .µ u OJ . ..., .o s.. 0.. -4- were medium compact to compact clay to 34.0 feet. From a depth of 34.0 feet to 44.0 feet, the clayey fine ~o medtum sand fill soils were compact. Between 44.0 and 47 .O feet, natural firm silty fine to medium sand soils were found and between 47.0 and 52.0 feet, tha depth of exploration, natural firm to very firm clay was found. The log of Boring 2 indicates that loose ·fill soils were found to .. a depth of 0.7 foot. ·From a depth of 0.7 foot to 37.0 feet compact silty fine sand, G1ay and sandy clay fill soils were encountered • Beginning at 37.b feet and extending to 38.2 feet natural fir~ silty fine sand was found. A natural firm silty clay was found between 38.2 and 39.8 feet -and between 39.8 feet to 45.0 feet, th~ limit of exploration, a natural very firm clay soil was encountered. No free grot,md W!lter was discovered in the borings which were dr,lled on December 7 and 8, 1987. ConclusiOns _and Recon111endations . : The following conclusions and recommendations are. professional opinions .. that. are.based upon site materials observed in_the field investigation, laboratory test results and engineering analyses and calculations. These opin1ons have been derived in accordance with current standards of practice. No warranty is expressed or implied. Background Compacted filled ground wa~ placed under our inspection for.the subject lot under -our Project No. 68-11-23D. This is Lot 24 of La Costa South Unit 1. The· report on compacted filled ground for La Costa South Unit 1 is dat.ed June 23,.1969. The field density tests taken to inspect the .... co,niiacted filled ground for L~ Costa--·south Unit 1 were ·conducted during . tne period between February 8, 1969 and May J, 1969 . Potentially expansive soils were found to be located at the subject . ' . BENTON ENGINEERING, INC, . ·O ,?.:. +-> ·U .QJ '§ S;.. ~ -5- ~ot and special design recommendations were presented in this earlier report for this expansive soil condition. Foundation Footing Design Based on the sheating strength~ and consolidatton test results from the ~xis~ing med_~um compact to compact clayey sand, silty sand and clay fill soils, it is concluded that continuous footings, one foot wide, founded one foot into these soils, may b,e designed for an allowable bearing value of 1400 pounds per square fo6t. The calculated settlements for a.continuous footing one foot wide and one foot deep that are loaded to 1400 pounds per lin.eal foot are estimated to vary between 1/8 inc_h and ¼ inc.t:1. It is concluded that for round or square pi.er footings 2. 5 feet or.wider· that ··-··--.. , -·a re-··founcied-··a-·mi nimum-orfqur· ·-reef-h1to·· tiie .. compact fi] led ground, may be·· designed -for·an·aflowable-bearing value of-2100 pounds _per square foot, based on the shearing strengths and consolidation test results. For each additional foot of depth, the allowable bearing value increases 170 pounds per square foot. It is recommended that these_ isola.ted p_ier footings must have a minimum qepth of four feet due to the expansive soil conditions on this ' . 1 ot.. ·-rhe-· totid-ca 1 culited set ti ements --oi"-2·~ s ·feet ··c11 ameter .. rouiid. piers, four feet in depth, that are loaded to 2100 pounds per square foot are estimated to be on the order of¼ inch. If foottngs are placed clo~er to expqsed slo~es than 5 feet_irside · the top of compacted filled ground slopes, these should be deepened one foot below a 1½ horizontal to 1 vertical. lin~ projected outward and downward from. a point 5 feet h,orizontall,Y inside the top.of compacted filled ground slopes. This would require the edge of the fo.oting located closest to .. the exposed·· slope to be placed at· least 4 feet, 3 inches" below the lowest adjacent down slope _side of the excavation. ~ENTON ENQJNEERING, INC, I , . .J •. ! ) . ~ -6- Speci al desi-gn precautions shotil d be taken due to the expansive soi 1 ·condfti"ciirs of the site. These recci111mendati ons are outlined b.el ow:. .. 1. Isolated interior .piers ··should nof-be ·usea-;-~nlesscieepenecf"to-·4------ feet below the lowest adjacent compacted filled ground surface. Continuous fbotings sh?uld be used throughout, and·these should be placed at a minimum depth of two feet below the low~st.adjacent-·exterior final. ground surface. Exterior piers may be.used if these are placed at a minimum depth of four feet below the lowest adjacent exterior final ground surface. ' 2. Reinforce and interconnect continuously with steel bars both interior and exterior continuous footings with two #4 bars a·t 3 inches above the bottom of all footings and two #4 bars placed 1½-inches below the top of the stems of the footings. 3. Use raised wood floors that span between continuous footings. If t_he Owner acc~pts the greater risk ~f differential movement by using concrete s.labs on grade, then these concrete slabs should be reinforced with at least 6 x 6 -10/10 woven wire fabric, and should have a minimum of 4 inches of 3/411 crushed rock beneath the s.lab areas, then a moisture·vapor_ barrier that~ in t~rn, is overlain by 2 inches of sand be Tow the s.1 abs·. 4. Separate ga·rage slabs from perimeter footings by½ inch thickness of construction felt or equivalent, to allow independent mo~ement of garage slabs relative to perimeter footings. ---@--Pro~ide po_siti~e drainage, a fall of 6 inches downward, away from all perimeter footings in a horizontal distance of at least 6 feet outside the house walls. if] The soil under slab areas sh;,11 be presaturated at least 7 days prior to ~he pouring of concrete. The soil moisture content should be 4-to 6 percent over optimum. (80 percent saturation or greate_r). BENTON ENGINEERING, INC, -7- Resistance to Lateral Loads Resistance to lateral loads may be provided by passive resistance and/or frictional resistance. If passive resistance i~ to be used, it is ass~med that footings will be cast directly against the compacted filled ground. Passive resistance may be calculated as an equivalent fluid· pressure of 200 pounds per cubic foot beg.inning. at the su.rface of the compacted filled ground. The coefficient of friction i~ O.~O. If the passive resistance and frictional resistance are combined to pr.ovide total lateral resistanc_e, the coefficient of friction is recommended to be reduced to 0.11. Th~ above ·val~es ara for combined dead, live, wind and seismic loads . . Re.tai·ni;ng Wall and Basement Wall Design It is rec~mmended that all temporary excavations for the constru.ction .. of the basement and/or retaining walls be cut 3 feet horizontally beyond the he·e1 of the footings and then slope upward and outward on a 3/4 to 1 slope. It is then recommended th{lt only sele·ct o.n-sHe or import silty sand or sand type soils, or pea gravel be us~d as ba.ckfill to_ first, prevent any bl.lildup of hydrostatic pressures an~ second, to allow the use of lower des_ign active pressures. than if th~ on-,,site· clayey sand, silty clay, and clay soils were used. If it is assumed only select silty sand, sand, or pea gravel wil1 , • be used as backfii 1, and that these will be uniformly cqmpacted to 85 percent of ~aximum dry density b_ased on the .ASTM O 1557-78 method, then the acti.ve ' . ' __ des1~n p~es$ure for cantilever walls will b_e 35· pounds p.er cubic foot. This value assumes a. level backfill condition. All basement walls should be sealed with a suitable watertight membrane BENTON ENGINEERING, INC, . 0 ~ .__, ·u (IJ r, -t -., .. ~ -. ... . . -8- that, in turn, is protected against damage during the placement and compaction of backfi11. In addition, .a 4-inch .. diameter perforated pipe subdrain should be installed on the outside uphill ~ide of the basement walls at a depth of at least one foot below the bottom of .the lowest adjacent inside concrete .slab floor, and this should be backfilled with at least 2 feet of pea gravel and should be sloped to drain by gravity to some suitable storm drain or drain outlet. Either subdrains or weep holes may be used behind outside. retaining walls. Respectfully submitted, BENTON ENGINEERING, INC. Distributidn: (4) L.J. Stewart Cbnstruction Company JHB/PHB/jer DENTON ENGINEERING, INC, . I . ,_ ~ I I ~1 .f-' P~OPOSEO RESJOENCE I I . , , l-e6cNO . I ~ lncl/oafes /fpprox/mt:1/e /..e;fJ~fiol'I di '7e.gf Boni,~. I ' ' . ,S-___ ___. LA CO$rA AVeNt.le OATE:: l'Z·I E>-1~57. DR.AWN: K._L'.Green _ -ecA.Ll:.:\11 • oO' 1-o·cATIQN OF TEST 50~1NGS Pf<OPOScO e. PAU-L LOVE, J~. RES\OE~CE 2&24 L.A CO&TA AVENUe . CARL$f5AO, CAL lFORN IA · PROJECT NO, S7-l l-fOAE BENTON ENGINEERING, INC. DRAWING NO, . 1 z >->-• ... .,o C, ..,: w..: I-I-w..: w ., i=.., a: I&. iii II. a: iu. w wa: SUMMARY SHEET w, oa:!: • I&. _,w _,<o ZO? Z I << I .... a.m --Om BORING NO. WO. _,~>-w::, iu,-a :c :::E :::E ·Oii::::i: ·1 wi !!:!0a: QCJ :c O? Cl) f-... <::, O?->-1.1.-0 -.. O?-' Cl. O?Z :0 2~ 0 >-O? u,O? Ul :::E lit r:c m wo. 0 < 0.., a:i= _, CJ 0 Light Gray Brown, Moist, 1 CLAYEY FINE TO MEDIUM SAND 2 4.4 11.9 110. 3 4 m Lig_ht Olive, Moist,· Me~ium Compact to-Compact, Fill 5 2.2 17.6 104. 6 , I 7 8 G) 2.2 18.9 102. Fi l 9 · CLAY 10 811 ,c 1011 x 611 Sandstone 11 Chunk 12 © 1.1 18.9 105. 13 10-20% Clayey Fine to ]J ~ 14 Medium Sand jj Mottled with Dark Gray and " . Brq.wn j 15 -.,: . Continued On Drawing 3 J -;; ,. 1 • . 0 Indicates Undisturbed Drive Sample " ,J D Indicates Loose Bulk Sample '• I ,, w :::E ,< .z m 0 .., PROJECT NO. DRAWING NO. 87-11-20AE BENTON ENGINEERING, INC. 2 u12ees z i;.. ,o· w UJC: ~.J w . "" .JW -'O 0 ... a.m 5-m :c ::e:e I-ct::, Ct)'~~ . 0.. w wz Ct)Ct) 0 < _, 0 l(j· 17 18 19 20 21 22 23 24 25 26 27 28 29 ·30 31 32 33 • \J 34 w :=: 35 < z CD o· ., · PROJECT NO. .. 87,,. U-~OAE 1.021185 SlJMMARY SHEET BORING NO. 1 (Continued) Mottled with Dark Gray and Brown Dark Gray : " Light 01 i ve Continued, Occasionally Mottled with Brown and Dark ~ray light Brown, Moist, Compact, Fill CLAY CLAYEY FINE TO MEDiUM SAND Continued On Drawing 4 BENTON ENGINEERING, INC • >->-• t, i-! u, .,.: I-I-a: u. -11. w, o§~ Ct) zo, z . we: -'i->-w=> ~ !!!w a: oO w 11.5 0 ... :: i-! >-(I) ::E ll't a:m a: u. o-' 0 4.4 18.9 106.1 4.4 20.4 106.2 w i-! a:i"" << • wi-0 :cw Ct) o:,-.... (1)0 wa. a:i , ' 5.4 19.7 06.4 · -- 5.4 18.6 95.6 DRAWING NO, 3· Fil w ::,s. < .Z -m (:) ., ... w w . II. .... :c I-0. w 0 36 37 38 39 40 41 42 43 44 45 46 ·47 48 49 50 . ,wa: .JW c.m :s :=: c(::, rnz trr,r)-i1\ 1. -1.-:r ·J· i:l-~ I j:1:( ·).l.rf.i ·rt rt·.r-·1·.,.-r~:J ·i-1-,:1:lr.l . . i:ti:'=ifr.f ,•I I,, .,1 @ :I~~ 1',j.l ·f.t . . .. -· PROJECT NO. 87-ll-20AE- SUMMARY ·sHEl;T BORING NO. 1 (Con,tinu~d) Light Brown, Moist; Compact, Fil_l CLAYEY FINE TO MEDIUM SAND Light Gray ~nd Light Brown, Very Moist to Saturated, SILTY FINE Finn with tenses of Clayey_ SAND Fine Sand, Alluvium Lavender Strea·ks CLAY Volcanic Rock Lavender BENTON ENG,NEERING, INC. >-• C, ... a: u. w, z fl) we: w~ :: ..: a: I&. Q 5.4 5.4 5.l 19.8 >-• w.,: wJo! t:t: a:i II. .o§i=. Cl) z . <<d irlt->-w=» QU WI-fl) __ fl) a: ' :cm' Ll.60 rn-rn >-0 fl) Q. :E~ a:m w_ 0.., a:~ 14.2 106. -, 15.1 103. 19. l06. 3.2 13. 122.9 6.04 DRAWING NO. 4 Fil -, ! I, ' . .. I w :E < z JD 0 ., .· ... w w , .. ; 1·1 'O .. < u. .... . ::c Ii: w Q 1 ' .2 3 4 5 7 8 9 10 12 13 14 15 16 17 18 19 0 z· .o ··wa: ~ _, -IW -100 o..m 5-m ::::E::::E _ !!: ::::e <::> "'O))o a>z o, o, :s 0 .© © ... "'"' .. .... PROJECT NO. 87-11-20A~ SUMMARY SHEET BORING NO. 2 Light 01 i ve, Moist, Compact, Fill Lens of.Clayey Fine to Medium ·s~mj Occasi(>nally Mottled with Dark Gray Clay and Very Moist · SILTY FINE SAND CLAY· Continued Qn Drawing 6 BENTON ENGINEERING, INC. >-> .,: C, .,: w.,: ' w.,: a:u. !:: LI. a:i"" w,· oa:3: Cl) zo, _,::, . Z• <<d w !!: wt-> w ::, Wt-o, w~ _o, a: Qt> :CO? .... u. 5 Q .... w-0 :: .,: >: Cl) G. :E~ a:_, w_ a: u. a:~ Q Q 7 .1113.1 6.7. 8.0 101.3 -- 8.9 7.21i4.3 +- 4.4 16.5106.5 4.4 19.6 104.8 1.1 26.2 97 .3 -- DRAWING NO. 5 Fill 21 23 24, 25 -26 2} 28 29 31 . 32 33 C1I U. C 34 QJ "t:l ... Ill i 37 38 I LU 39 SUMMARY SHEET BORING No. 2 {Continued) Occasionally Mottled with . Dark Gray Clay and Very Moist Gray Brown, Moist, Compact, Fill Fill/Natural Slig~tly Irregular, Contact Slopes 30° to .South(into Slo.e) light Gray, Moist; Finn Light Gray Bro\rt'.O, Moist; Finn CLAY FINE SANDY CLAY SILTY FINE SAND· SILTY CLAY 2.7 23.2 03.2 -- : .. · 2.7 16.8 111. 2.7 18.2 107. -- w N,4,,1,,~~---.;,----....-----+----------+ 8.1 14. 15. 5.39 ~ z a, 0 ., 40 PROJECT NO. . 87-11_;20AE 1021185 .lavender and Brown, Moist, Very Finn~ We~thered Volcanic Rock CLAY C~_ntinued On Drawing 7 BENTON ENGINEERING, INC~ DRAWING NO. 6 -41 42 z ,o ~.., -'·(.) 0 ou:m o,-::1: 0))- 00 < .., ' (.) PROJECT NO. , · 87-11-20AE ', J92&85 SUMMARY SHEET BORING NO •. 2 (Continued) Lavender and Brown Moist Very Finn, Weather;d ' VQlcanic Rock CLAY BENTON _ ENGINl;ERING, INC. >->-..: CJ t,! wt-! w i-! a:u. t: I&. a:""" w, o§B=: 0) .z z0 z ::f <<d we: ult-> WO w I-(I) w~ -a>a: c, :CO) .... u.50 a,-(I) :: i-! >-rn "'a. :I:." a: m w_ Is"-Q.., a:~ 19.9 13.1 23.0 6.93 : OAAWINQ NO. 7 f1 . C ClJ . "'0 •r-. VI I ~ ,-::, :. ' I " LIJ. -·----------___ __,..,.,. _____ ._, ______________ _ CONSOLIDATION .. : CUHVESt LOAD IN KIPS PER SQUARE FOOT 0.2 o.4 o.s o.a 1 2 4 s a 10 1a 0 .1TffifHTJTHflTITlTn1llTOHJITlllTit111 l JTTTTITTTITTTITITlll1111nffit 1111 l111T·1,,,,,1m,m I I 111 o........ · · Boring: 1 ---..... Sample:· 3 1 · ~, . --"---1------J--4---+--t Depth: · 8 1 . r.............., 2 ............... ~~-----+----+---4----+---1---:1--1--1-1---~ ,----,~ ------i--•--+--4---4-___ .....,."'~' -+---+---1--+~-1-J.-4---~ -~ 3 II) (I) w z :it: !:! ::r: . I- II.I ..J a. :i < (I) LL. ~ ... 2: w c.> a: Id ll. 4 5 6 7 _8_ .. 1 .. ....:. . ............. ............ -............_ · .. r--.. . -r--. - \ , I \ -~--~-, ---- 2 2 4• ', z e ... ______ , ----- t.i . 2 9. a··· Cl) : %; ~ 3 PROJECT NO. 67-.11-20AE i, 0, INDICATES PERCENT CONSOLIDATION Ai· FIELD MOISTURE •. !NDICATES PE'RCENT CONSOLIDATION AFTER S/ffURATION, BENTON·' ENGJNEE Rl·NG. ltfC. O~AWl~8, NQ. 8 L~ -!f:.3 COMPLIANCE STATEMENT ******************** I F A S H A N D I A N D A S S O C I A T E S f I -------------------------------------------------- 136 Liverpool Dr. Cardiff, ca 92007 (619)944-7073 We have reviewed the plans and have provided the followlng·-calculatlons which to the best of our knowledge are in substantial compliance with the C.A.C. Tilte 24 part 2, chapter 2-63 using: (1) COMPONENT PACKAGES PROJECT: LA HACIENDA DE LA COSTA (2) POINT SYSTEM **** (3) MICROPAS COMPUTER PROGRAM (4) 16% ADDITION METHOD (5) OLD METHOD (OVER 3 STORIES, HOTELS AND MOTELS) (6) NEW NON RESIDENTIAL PERFORMANCE METHOD TONY FASHANDI P.E. ======= =============·====== ·==--------------- MANDATORY FEATURES APPLICABLE TO ALL BUILDINGS ===============. ============================= 1. ALL HVAC EQUIPMENT AND WATER HEATING SYSTEMS TO MEET ALL STANDARDS AND MI-NIMUM REQUIREMENTS OF CALIFORNIA ENERGY CQMMISION. 2. ALL THERMOSTATS (N/A FOR HEAT PUMPS) SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK FOR TWO PERIODS IN EVERY 24 HOURS. I I . a: ALL GAS FIRED FURNACES AND GAS FIRED COOKING APPLIANCES SHALL BE EQUIPPED WITH AN APPROVED INTERMITTENT IGNITION DEVICE. 4. PROVIDE MINIMUM R-12 INSULATION ON STORAGE TYPE WATER HEATERS_ AND BACK UP STORAGE TANKS. PROViDE MIN R-3 INSULATION ON THE FIRST 5 FEijT OF THE PIPE CLOSEST TO THE WATER HEATER. 5. PROVIDE VAPOR BARRI-ERS FOR CLIMATE ZONES 1, 14 AND 16. 6. ALL DUCTINGS AND JOINTS SHALL BE SEALED WITH PRESSURE SENSETIVE TAPE AND SHALL BE INSULATED TO CONFORM TO THE PROVISIONS OF U.M.C. 1. PROVIDE BACK DRAFT DAMPERS. TO ALL FAN AND DUCT SYSTEMS EXHAUSTING AIR TO THE OUTSIDE. 8. ALL DOORS AND WlNDOWS TO BE FULLY WEATHERSTRIPPED AND SHALL MEET- THE ANSI INFILTRATION STANDARDS. - 9. GENERAL LIGHTING IN KITCHENS/BATHROOMS MUST PROVIDE 25 LUMENS PER WATT OR LESS (e.g. FLOURESCENT) 10. SHOWERHEADS AND FAUCETS-SHALL BE EQUIPPED WITH FLOW RESTRICTORS AS AS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED TO THE ENERGY COMMISION. 11. ALL lNSULATIONS-USED SHALL COMPLY WITH CALIFORNIA QUALITY STANDARDS -AND TO BE MIN R-11 roR WALLS AND R-19 FOR ROOFS. . 12. THE INSULATION INSTALLER SHALL POST A SIGNED CERTIFICATE ACCORDING TO SECTION 276. 13. HEAT LOS$ ON RECIRCULATING AND STEAM PIPES NOT TO EXCEED 50 BTUH PER FOOT FOR 2" DIAMETER AND SMALLER OF 100 B_TUH PER FOOT FOR LARGER THAN. 2". I I ,, =======================:====== BUILDING SUMMARY SHEET FASHANDI AND ASSOCIATES . =========== ================. -7 . The proposed building in Cllmate Zone·------------compli.es u•1ng the Mioropas C~mputer simulation p~ogram method **** ________ wt th AB-163 · -9 ~ 9 _____ without AB-163 8.1 STANDARD ________ KBTU/SF PROPOSED~. ________ KBTU/SF _The p~oposed value is based on the following criteria: floor ar·ea .•............................... 3751 FT2 R-19 BATT INSULATION 1) raised-floor ..................................... . R-11 BATT INSULATION 2.) wa 11 . . . . . . . . . . . . . . . . . . . . . ·-. . . . . . . . . . • . . . . . . . . . . . . . R-30 BATT INStJLATlON 3) ceiling •...... R-19 BATT OVER LIVING ROOM. 4) glass S I N G L E 6) NORTH EAST SOUTH WEST SKYLITE NONE shading devices TINTED 29 lt 2 0 ft 2 24 ft 2 ·O ft 2 ft 2 SKYLIGHTS D O U B L E 360 68 120 132 40 ft 2 ft 2 ft 2 ft 2 ft 2 SC .53 type #1 ...•••• ~ .•..•......•.•.••.•.. ____ _ type #2 ••.•••••••••••••••••••••••••. ____ _ 6) thermal mass TILE OVER LT.WT.CONC. . type #1 .. SEE F~OOR ~LAN$ 397 . type #'2 • ~ ••••••••••••••••••••••••.••• ___ _ 7) heating system ft2 ¥ ft 2 DAY AND NIGHT GAS FORCED AIR SYSTEM (OR EQUAL) #1 .. MODEL:3768024040 OUTPUT: 39000 BTU/HR SERVING THE SECOND FLOOR (MIN. SE: 75%) .#2 .. MODEL:376B048075 OUTPUT : 73000 BTU/HR SERVING THE 1ST FLOOR (MIN. SE: 75%) 8) cooling system NONE # 1 ... -........................................ . # 2 • • • • ,i • • • • • • , • • • • • • • • • •• ,. • • • • • • • • • • • • • • • • • • • • Page 1 : ~ < MICR0PAS 1.2 File-LAHACAB Weather-CZ? Program-SUMMARY > > > Run-STANDARD AB-163 Project-LA HACIENDA DE LA COSTA Date-02/08/88 ======= === ==== =============-============================ =================== === ======= ====== ============== ==--·===== ===== =================== MICRO PAS Version 1.2 -1/9/84 Cal cul at j_ ,:,ns By: I I ' F A-SHl,ND I AND ASSOC I A TES ENG :i: NEEF.: I Nl'.:i 135 LIVERPOOL DR. SUITE -A- CARDIFF CALIFORNLA 92007 (61 ':I) ':144-·7073 =========· = ·= =======================~=====~======================== PF.:0JECT DAT A Run Title ••••i•••····~··••••••••••·····~ STANDARP AB-163 Pri::i.je,:t Title ••••••••••••••••••.•••••••• LA HACIENDA DE LA COSTA Owner's Name ..•••.••.•••••••••••••.. ~ ••• PAUL LOVE JR. Site Location ••••••••••••••••••••••••• ~. CARLSBAD Run ,Type •••••••••.•••••••••.••••••••• ~ •• COMPLIANCE Building Type ••••••••.•••••••••••• ~ ••.•• SINGLE DE,SIGN DATA Fl,:11:,r area (sf) . ~ . . . . . . . . . . . . . . . . . . . " . . . 3751 Glazing are• (sf) .••.•••••••••••••.•.••• 752 Glazi,ng·perc-entage (%) ................... 2(>¾ Gla~ing UA CBtu/hr-F) •••.••••••••• ; ... ~. 488 Opaque UA (Btu/hr-F) • • • • • • • • • • • • • • • • • • • • 4':H Infiltrati,::,n UA (Btu/hr-F) ••..•••••.•••• 384 Total UA CBtu/hr-F) MECHAN1CAL SYSTEMS . . . . . . . . . . . . . . . . . . . . . 1363 Heating System•••••••••••••··~···••••••• FURNACE Cooling System •••••••••••••••••••••• ~ ••• AC Ventilation System •••••••••••••••••••••• NATURAL CLIMATE DATA (36%) (361/.) (28%) ( 1001/.) Weather Data Locatiqn ••••••••••••••••••• SAN DIEGO CA 62 ES.OL/F.:ED Average Temperature (f) · ••••••••••••••••• 61 Minimum Temperature (F) ••••••••••••••••• 44 Ma:dmum Temperature (F) ••••••••••••••••• 88 Page 2 < < MICROPAS 1.2 Run-STANbARD AB-163 File-LAHACAB Weather-CZ? Program-SUMMARY Project-LA HACIENDA DE LA COSTA Date-02/08/88 > )· > == ·====== =======================~=================-========================== ----------~ -----------------------------------------------------PE~FORMANCE SUMMARY ------------------------------------.. --------------. --------------- BU,1LDING Heating Cooling Venting Tc,tals -----LOADS----- ANNUAL PEAf::'. CkBtu) CkBtu/hr) 180'34 -8965 26.1 -66. 1. ------CONSUMPTION------- FUEL ELECTRIC COST CkBtu) ' .. __ " ---- 25484 C kWh) ($) 0 1121 0 !1>161 $146 $0. ~----------------------- 25484 1121 $306 ---------------------------·--------------------------------------- ENERGY BUDGET COMPARISON ---------------------~-----------------.----------------------. --------BUDGETS---- SOLJF-:CE SOLJF.:CE CkBtu) CkBtu/sf) FUEL ($) BUILDING:· · 3751 sf ,:,f C,::inditioned Floor Area Heating Ci:11::,l ing Venting 25484 11464 () 6.8 o.o CONSUMPTION------- ELECTR I C---TOT AL $161 ($) ($) $0 $146 $0 $161 $146 $0 Totals. 36949 9.9 $161 $146 $306 ($0.08/sf) CALIF. STANDARDS BUDGET: Single Family Home in Climate Zone 7 Heating Cooling 41.26 18:380 22506 1.1 4. •3 6.0 $26 $26 $0 $234 $26 $234 $234 $260 ($0. 07 /sf) ------------------------------------~------------------------------- Fuel Cost= $0.630 per Therm (1 Therm= 100 kBtu) Elettri,:ity Cost -$0.130 per kWh 1 kWh x 3 x 3.41 -1 source kBtu < < M1CROPAS 1.2 F.:un-STANDARD AB ..... 163 File-LAHACAB Weather-CZ? Program-FORMAT Project-LA HACIENDA DE LA COSTA Date-02/08/88 Page 1 > > >· ======== = === ============================== =--=----------------------------- nput file LAHACAB last edited on 02/08/88 :ONTF.:OL DATA ::-.:::==. . .======= ·UN DAT(A 1 1> RUN TITLE (2~ characters maximum) : ••••••••••••••••• ••••• STANDARD AB-163 2> PROJECT TitLE (2~ characters maximum) : ••••••••••••• ••••• LA HACIENDA DE LA COSTA 3) OWNER'$ NAME· (25 characters maximum) : •••••••••••••• -····• PAUL LOVE JR. 4) siTE LOCAT.IdN (25 chara,:ters mcr>-;imum) : ••••••••••••• • • • • • CAF.:L$BAD 5> RUN TYPE (COMPLIANCE, DESIGN) : ••••.••.••••••••••••• COMPLIANCE 6>-BUILDING TYPE CSINGL~, CLUSTER, APARTMENT, NONE) : SINGLE ,ITE AND WEATHER DATA 1 > BUILDiNt3 LATITUDE U.iecimal deg.) : ••••••••.••••••••• 32 2> BUILDING ROTATION (deg., O=S, go~w, -90=E, 180=N) : • 0 3) NUMBER OF WARMUP DAYS (10 maximum) : •••••••••••••••• 2 4) Cl,.IMATE ZONE (c,:smpl ianct=:1 runs) : •••..••••••••••••••• 7 5) WEATHE~ DATA FLLE NAME CC212, etc.) : ••••••••••••••• CZ7 6> WIND CORF.:ECT ION _FACTOR ( f nae ti csn) : • • • . • • • • • . • • • • . • • . 4 7) GROUND REFLECTIVITY (fraction) : ••••••.••••••••••••• 0.2 B> GROUND T~MP. DAILY FACTOR (fractlcin) : •••••••••••••• 0 '9> GROUND. TEMP. MONTHLY FACTOR C fr a,:: t i on ) : • • • • • • • • • • • • 1 10> GROUND T~MP. ANNUAL FACTOR (fraction) : ••.••••••••• 0 ,IMULATION CONTROL DATA 1) NUMBER ot SIMULATION SEASONS (8 only) : ; •••• ~ ••••••• 8 2) ROW SEASON SIMU- NAM~ LATE SEASON -----1------· -----:i!----- 1 WINTEF.: y 2 WI NTEF:U SPf:::NG y 3 SPF.lNl3 / SUMMEf::: y 4 SUMMER y 5 SUMMER/ F f\!_L y 6 FALL/WINTER y 7 PEA~< HEATIN(:i y 8 PEAK COOLING y < < MICROPAS 1.2 Run-STANDARD AB-16j File-LAHACAB Weather-CZ? Program-FORMAT Pr,:,,ject-LA HACIENDA DE LA COSTA Dat.e-02/08/88 Page 2 > > > ;::=======-==== --========::===:::: '· .. =:::::::::::_ ====·--==::::::::_ :::::::-.:=========··-:::::-.:.,_, .. ,._, ____ =====-== .. -----·----=-= :EASON OUTPU1 SPECIFtCATIONS 1> COPY OF INPUT DATA CY,N or F for formatted data) ; •• F 2> AMBIENT SUMMARY CY/N) : ••••••.•••••••.•••••••• ~····· N 3>· ZONE L_QADS (Y/N): .......... .-••.•••••••••••••••••••••• N 4> ZONE HEAT FLOWS CY/N) : •••••••••••••••••••• ~ •••••••• N 5> MAS'S SUMMAF.:Y (V /N) : .••••••••••••••••••••••••••••• II'. N 6 > TEMPEF.:ATUF.:E SUMMAF~:Y ( Y / N) ; • • • • • • • • • • • • • • • • • • • • • • • • • N 7> PE/\K CONDITIONS .(Y /N) ·: • . • • • • • • • • • . • • • • • • • • • • • • . • • • • N • I •AlLY OUTPUT SPECIFICA1IONS 1> ROl.J SEASON AMB·-ZONE ZONE MASS TEMP. NAME IENT· LOADS HEAT SUM-: SUM- SUM. FLOWS MAF~Y MAF.:Y -----1-. -· .. ---~-;;: .. --. ---:~ .. ----·-4-------5·----6-- 1 WINTEF.: N N N N N .... ..::. WINTER/ SPF~Ni::i N N N N N 3 SPRN13/ SUMMER N N N N N 4 SUMMEF.! N N N N N 5 SUMMEFUF ALL N N N N N 6 FALL/WINTER N N N N N 7 PEAK HEATING N N N N N 8 PEAK COOLING N N N N N IOUF.:LY OUTPUT SPECIF I CAT I ON!3 1> F.:OW. SEASON AMB·-ZONE ZONE MASS t'EMP. TEMP. NAME !ENT LOADS HEAT SUM.,.. SUM-GRAPH SUM. FLOWS MAF.:Y MARY --·, ,1-·--~-----~'2---.. -~J·-· .... ---·-4·-···· --··-~5·--· . --6---·-·7--· 1 WINTER N N N N N N 2 WINTE~:/SF'l~:Nl.':i N N N N N N 3 SPF::NG / SUMMER N N N N N N c4 SUMMEF:: N N N N N N 5 SUMMER/FALL N N N N N. N 6 FALL/WINTER N N N N N N 7 PEAK HEATIN13 N 1\1' N N N N 8 .PEAK COOL,ING N N N N N N Page 3 . < < MICF.:OP.As· 1.2 File·-LAHACAB Weather-CZ7 Program-FORMAT > > > Run-STANDARD AB-163 Proje2t-LA HACIENDA DE LA COSTA Date-02/08/88 ==================== ============== =~===============·=============-=======-=== :.ONE DATA ::= ·====-= :ONE DATA 1> NUMBER OF ZONES (3 maximum) : ..•...••••...•••••..•.• 1 '.ONE; #1 · I I 1> ZONE NAME <HOUSE, SUNSPACE, etc.) : •••••••••ij•••••• HOUSE :2 > FLOOF.~ A~!EA . C: sf :> : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~3751 · 3> VOLUME Ctf) : •••...••.•••.••..• ~ ••......•••...•..•.• 35635 4> ZONE HEAT CAPA1::;ITY (Btu/F) : •.••....•.•...•... ~...... 6626. 5 5> INTERNAL GAIN CBtu/dayl : ..••...•.•..•. ~ ....•...•.•• 86991 6> !NTERNAL eAIN SCHEDULE (tNTERNAL, NONE, etc.) : •.... INTERNAL 7> INFILTRATION·BASE ACH Cac/hrl : .•••....••..••••.....• 6 B> INFILTRATION TEMPERATURE ACH <ac/hr-F) 1 •••••••••••• 0 9) INFILTRATION WIND ACH-Cac/hr-mph) : •••••••.•••••••.. 0 10> HEAT EXCHANGER SYSTEM NAME CHEATEX, NONEi etc.) : .. NONE 11> HEATING SYSTEM NAME (FURNACE, NONE, etc.) : .•••.••• FURNACE 12> COOLING SYSTEM NAME CHEATPUMP, NONE, etc.) : .•••..• AC 13) VENTILATION SYSTEM NAME (NATURAL, NONE) : •.•••.••.• NATURAL 14> HEATING TH~RMOSTAT NAME CHEATCNST, HEATSEtB,etc.): . HEATCNST 15) COOLING THERMOSTAT NAME CCOOLCNSt, COOLSETB,etc.): . COOLCNST JPAQUE SURFACE DATA ====·====-======= ·= JPAQUE SURFACES BETWEEN ZDNE AND AMBIENT 1;::-NUMBER OF SURFACES (20 maximum) . . . . . . . . . . . . . . . . . . . . 11 . :;2> F.:OW OPAQUE AF.:EA U-VAI...UE AZIMUTH TILT ABStJRP-ZONE SUR'.FACE (sf) (Btu/hr (deg.) (deg.) TIVITY NAME NAME -·sf :··F) CFRAC.) ---1-------2-----.. --3. -·-------4--------·5-.. -.. -----6-------7---- 1 NWALL 838 • 0'3 180 '30 0.5 HOUSE ... J ,:.. EWALL 748 • 0'3 --90 I 90 0.5 HOUSE 3 SWALL 838 • 0'3 0 '30 0.5 HOUSE 4 ·WWALL 748 .09 90 '30 0.5 HOUSE 5 ROOF! :2-=i2<). • (>:3:7:! 0 0 0 ~ 5 HOUSE 6 RAISED 2372 .054 0 0 0 HOUSE 7 SLAB 0 . Tl () I) 0 HOUSE 8 N1WALL I) • 0'3 180 90 0 HOUSE '3 E1WALL 0 • 09 --9<) '30 0 HOUSE 10 ·S1WALL 0 . 09 I) '30 0 HOUSE 11 W1WALL 0 • 0'3 '30 '30 .0 HOUSE r Page 4 · < < MICROPAS 1.2 Fil~-~AHACAB Weather-CZ? Program-FORMAT > > > Run-STANDARD AB-163 Ptoject-LA HACTENDA DE LA COSTA Date-02/08/88 ~==================·==============·=========~================================== 1LAZING SURFACE DATA :=================== 1LAZED SURFACES BETWEEN ZONE AND AMBIENT 1> NUMBER OF SUF.:F"ACES i::;w ma:,;imum) . . . . . . . . . . . . . . . . . . . . 9 . L:> F.:OW GLAZING' AF.:EA U-VAL.. AZI-MU. TILT GLAZ-ZONE SURFACE (sf '.i (Bt.u/ (deg.) (deg. ) INGs· NAME I NAME s f--F) I ------1------~:.-.. ----~3 .. _ .. __ .. --4-·----5------6--------7---- 1 NGLASS 188 • 65 l80 90 ·::• .... HOUSE .-, ..!.. Et3LASS 188 • (:,!5 ···':;l(i ':30 2 HOUSE 3 St3LASS 188 .65 0 '30 :;;: HOUSE 4 WGL.ASS 18t3 .65 90 '30 :2 HOUSE 5 ··sKY 0 Gt::' • ;:;;J 0 0 2 HOUSE 6 N1t3LASS 0 1.1 180 90 1 HOUSE 7 ElGLASS 0 1.l -'30 '30 1 HOUSE 8 S:1t3LASS 0 1.1 0 '30 1 HOUSE ':J W1GLASS 0 o.o 90 90 2 HOUSE 1LAZING TREATMENTS 1. > NUMBER OF TF.:EA TMENTS ( 10 ma:,;imum) . . . . . . . . . . . . . . . . . . :! . :2> ROW TREAT_; t3LAZ. OVEF.:··-OVEF-:--HEAT. COOL. SHADING SHUT. MENT HEI-HANG HANG SHAD. f3HAD. SCHED. U-VAL NAME GHT LENG. HIGH. r--ACT. FACT. NAME: -UE -·-1.·-------~:. .. _.' .. , .. -.. 3-.... , --··-··1------5-----6-----7--------8--- 1 DF.:APE 4 0 I:::" • ,J 1 . n5 NONE 0 .-, ..::. TINT 0 0 Q .41 • 41 NONE 0 ,BBORBED I NSOLAT I O.N FRACTIONS 1>-NUMBER OF F~ACTIONS (20 maximum) : ··~········~~••••• 4 :2> F.:OW 1 2 3 4 t3LAZ INt3 SURFACE NAME ---1---- NGLASS El3LASS St3LAS.S WGL.ASS ZONE m~: 1·-11:.l\ TI NG COOLING MASS FF.:ACTION FF.:ACJION SIDE -.. --2 .. --....... -··--··-3-----···--··1 · --- ·SL.ABTOF' • {)~3 • <n5 SLABTOP • 03 • 01.5 SLABTOF' .03 • 01f5 SLABTOP • (>~J .{>15 TF.:EAT- MENT NAME ---8----- DRAPE DF~APE DRAPE TINT NONE DRAPE DF.:APE DRAPE DF.:APE " SHUT. SHUTTER TF.:AN. SCHED. FACT. NAME ·--·3------lo--- 0 NONE <) NONE < < MICROPAs·1.2 ~un-StANDARD AB-163 Fi l~·-·LAHACAB ~Je<:1.tl-1er-·CZ7 Pr,:,gram-·FOF.:MAT Proj~ct-LA HACIENDA DE LA COSTA Date-02/08/88 Page 5 > > > ===== === ========= =====·~=====-L----~=L---=L------------------------------- NTEF.:-ZONE DATA :::::============= ENTILATION BETWEEN ZONES 1> NUMBER OF INTER-ZONE VENT SYSTEMS (3 maximum) : •••.• O NTERfOR SURFACES BETWEEN ZONES I I 1> NUMBER OF SURFACES (20 maximum) IASS DATA =======. == !ASS DATA • • • • • • • • • • • • • • • • • • • 0 1 > NUMBEF.: OF MASSES (5 ma:d. mum) : • • . • • • • • • • . • • • • • • • • • • • 1 IASS it-1 1 > MASS NAME (SLAB, MASS WALL, WA TEF.:, etc • ) • • • • • • • • • • TI LE 2> TYPE <NODAL, ISOTHERM) : •••...•••.•••.•••• ~ ••••••.•• NODAL 3> SURFACE AREA. (sf) : ••••••••···~··••••••••••••••••••• 187 4) THICKNESS Cinches) : •••..•••....•••.•••.•••••••.•••• 2 5) 00LUMETRic HEAT CAPACITY (Btu/cf-F) : ••••••••••••••• 28 6> CONDUCTIVITY (B-tu-ftnn--sf·-F) : ...................... 1 7> SIDE #1 MASS SURFAtE NAME CSLABTOP,etc.) : •••••••••• SLABTOP 8) SIDE #1 AtR FILM CONDUCTANCE (Btu/hr-sf-F) : •.•••••. 1.36 9> SIPE #1 ZONE NAME (HOUSE, AMBIENT, etc.) : ·-·••••••• HOUSE 10) SIDE #2 MASS SURFACE NAME CSLABBOT,et~.) : •••••.••• SLABBOT 11 > SIDE_ #2 AIF.: FILM CONDUCTANCE (Btu/h1r-sf--F) : ••••••• O 12> SIDE #2 ZONE NAME (HOUSE, AMBIENT, etc.) : ...•••••• HOUSE ;vsTEMS DATA ____________ .... __________ _ "NEF.:13Y COSTS 1 > FUEL COST Cdc,l 1 ars/therm) : • • . • . • • • • . • • • • • • • • • • • • • • . O. 63 :2> ELECTFHCITY CCJST (doJ.U~n;;/kWh) : •.••.•••••••.••••••. 0.13 Page 6 < < MICROPAS 1.2 File-LAHACAB Weather-CZ? Program-FORMAT > > > Run-STANDARD AB-163 Project-LA HACIENDA bE LA COSTA Date-02/08/88 ==· == = = ================================================ =========== ======== 1IR-TO-AIR HEAT EXCHANGER SYSTEMS 1) NUMBER OF HEAT EXCHANGER SYSTEMS (3 maximum) : ••••.• 0 IEA TI NG SYSTEMS 1> NUMBER OF HEATINt3 SYSTEMS (3 ma~;i mt.tm) : ~ . . . . . . . . . . . . 1 ~~> ROW .. HEATIN(3 HEATING SEASONAL F:'.ATED DUCT I SYSTEM FUEL EFT. OR CAPACITY LOSS ! NAME NAME COP CB-ht/hr) Fi=•'.ACTION -----1-------~~--__ .. -·--.. N·3 ~, .. _ .. ___ --·----4----------.. 5N ____ . 1 FURNACE ·i:3AS • 71 200000 0 :QOL I NG SYSTEMS 1 > NUMBER OF COOLINt3 SYSTEMS (3 ma:d mum) : . • • • • • • • • • . . . 1 2> ROW COOLLNG SEASONAL COOLING LATENT DUCT SYSTEM. E~R CAPACITY LOAD GAIN NAME <:Btu/Wh) (Btu/hr) FF.:ACTION FF.:ACTION ---1----. --2-------3------4-------5---- 1 AC 8 200000 0 0 'ENTILATION SYSTEMS . • • • • . • . • 1 1> NUMBER OF VENTILATION SYSTEMS (6 maximum) : 2) ROW VENT. FAN FAN TEMP. INLET OUTLET SYSTEM FLOW POWER DIFF. AREA AREA NAME (cfm) W/cfm (F) (sf) (sf) HIGH~ INLET STACK WIND DIFF. AZIMUTH EFFIC-EFFIC- ( ft) (deg. ) I ENCY I ENCY ---1------2----3-·---4----5----6·----7-----8-----9-----10-- 1 NATURAL O O O 75 75 8 0 1 1 HERMOSTAT SYSTEMS 1> NUMBE;:R OF THERMOSTAT SYSTEMS (6 maximum) . .-. . . . . . . . . . . . ..::. ~7~> ROW THEF.:MO-MINIMUM MAXIMUM DESIF.'.ED MIN. MAX. DESIF.:ED HOUF.:LY STAT TEMP. TEMP. TEMP. SET-SET-SET-SCHEDULE NAME (F) (F) (F) BACK BACK BACK(F) NAME ---1------· .. -2 .. -----.:.-3---"·,_ ---·4-----·--5·----5----·--7-------8---- 1 HEATCNST 65 f.30 80 0 0 0 .NONE 2 C:OOLC:NST 65 80 E""' I...J 0 0 0 NONE Page 7 < < MICROPAS.1.2 File-LAHACAB Wsather-CZ7 ProgYam-FORMAT > > > Run-STANDARD AB-163 Project-LA HACIENDA DE LA COSTA Date-02/08/88 =================================================================-==----------- 1CHEDULE DAT A ··-------------·-·------------ IOUF.:L V SCHEDULES 1) NUMBER OF HOURLY SCHEDULES (5 maximum) : •••••••••••• 1 IDUF.:L Y $CHEDULE ~* 1 I I 1 > HOlJRLY SCHEDULE NAME ( I NTEF.:NAL., SETBACK) . . . . . . . . . . . INTEF.:NAL . :2> HEAT INf::i HOUF.:LV SCHl:WULE DATA ( f.r a,:: t i on) 1. 0.024 2. 0.022 3. 0.021 4. 0.021 5. 0.021 6. 0.026 7. 0.038 8. o. 0!5'3 '3. 0.056 10. 0.060 1.1. o. 05'3 1 ·-:, .. :.. . 0.046 13. 0.045 14. 0. C):30 15. 0.028 16. 0.031 17. 0.057 HI. O.Of.A 1. '3. 0.064 20. 0.052 21. 0.050 ~'2~'2. 0. 05~:5 ·"':•'::" .. :..,;;,. 0.044 24. 0.027 3> COOLIN13 HOUF.:LV SCHEDULE DATA (fraction) 1. 0.024 ··;, ··-" 0.022 ,.., ..::,a 0.021 4 • 0.021 5. 0.021 6. 0.026 7. 0.038 8. o. 05'3 '3. 0.056 10. (l. 060 11. 0.05'3 12. 0.046 13. 0.045 1.4. 0.030 1~i. 0.028 16. 0.031 17. 0.057 .tf:3 • 0.064 1 '3 • 0.064 2(>. 0.052 21. 0.050 ~~:;~. 0.055 -~:•':' ..... ,..., It 0.044 2.:.1-. 0.027 Page 1 ( < < MiCRbPAS 1.2 File-LAHACIEN Weather-CZ? Program-SUMMARY > > > Run-PROPOSED RES}PENCE Project-LA HACIENDA DE LA COSTA Dat•-02/08/88 ===========~====== ====================-== =================================== ==== , " -===============:::===========::::::::::::::::::.,_ ,=::::::=============================== MICRO PAS Version 1.2 -1/9/84 Calculations By: I I ' FASHANDI AND ASSOCIATES ENGINEERING 1J5 LIVERPOOL DR. SUITE -A- CARDIFF CALIFORNIA 92007 (E,19) 944--707::) . . =======================u========~J======J~--====~~-=======-=-===----- PROJECT DATA Run Title ••••••••••••••••••••••••••••••• PROPOSED RESIDENCE Pr1::i.je,:t Title ••..••••...••......•••.•••• LA HACIENDA DE LA COSTA Owner's Name •••••.••••.•••••••••••••• ~ •• PAUL LOVE JR. Si t,e -Leu: a ·ti ,:,11 • • • • • • • • • • • • • • • • • • • • • • • • • • • C:A1;.:1.. .. SBAD Run Type •••••••••••••••••••••••••••••••• COMPLIANCE Building Type •..•....•••..•••.•••••.•••• SINGLE DESIGN DATA Floor area (sf) .••••••••••••.••••••••••• 3751 Glazing area (sf) ••.••••••.•..•••••••••• 773 Glazing percentage (1/.) ••.••••••.•••••••• 211/. Glazing UA (Btu/hr~F) ••••.•.••.••••..••. 526 Opaque UA CBtu/hr-F) •••••.•.•••••••••••• 483 Infiltration UA <'.Btu/hr···F) •••.••..••...• 384 Total LIA <Btu/hr-Fl MECHANitAL SYSTEMS Heating System •••••••••••••••.•••••••••• FURNACE Cooling System ••.•.....•...••.••...•••.. AC Ventilation System ······~··•••••••••••i• NATURAL CLIMATE DATA C381/.) ( 351/.) (28%) ( 1001/.) Weather Data Lo~ation •••••••.••••••••••• SAN DIEGO CA 62 ESOL/RED Average Temperature CF) Minimum Temperature (F) Maximum Temperature CF) ... ~ ............. . .••• , ............. "•!'• ........ ' ........ . E, 1 44 88 Page 2 < < < MICROPAS _1.2 File-LAHACIEN Weather-CZ? Program-SUMMARY > > > Run-PROPOSED R~SIDENCE Project-LA HACIENDA DE LA COSTA Date-02/08/88 =============·===·==========~==--==================-J--------------------------- ------------------------------------------------------------------PERFORMANCE SUMMARY -------------------------------------------------------------------- :BUILDING Heating ' Cooling Venting T,:,tals -----LOADS----- ANNUAL PEAK C:kBtu) 16366 -GE,47 C:kBtu/hr) ~'26 .• 3 -·48. 7 FUEL (kBtu) CONSUMPTION------- ELECTRIC COST (kWh) (!f;) 0 831 0 $137 $108 1f;O 21822 831 $245 ---------------------------------·--------------------------------- ----~---<---------------------------------------------------------ENERGY BUDGET COMPARISON . -~ .· ------------------------------------------------------------ BUILDING: ----BUDGETS---- !:3DUF-:CE !:3C.1UF.:CE (kBtu) (kBtuhiO ------CONSUMPTION------- FUEL ELECTRIC TOTAL ($) ($) ($) -----.. · .. --· 3751 sf of Conditionsd floor Area Heatj.nq b:11:,1 i ng Vent i rl!;I 21822 13500 0 5.B o. 0 $0 $.H!8 $0 $137 $108 $0 -Totals 30322 8.1 $137 $108 $245 ($0.07/sf) CALIF. STANDARDS BUDGET: Single Family Home in Climate Zone 7 Heat j_ ng Coc,1 ing 4:1.26 18'.380 Lt 4.9 6.0 $26 $26 $0 $234 $26 $234 $234 $260 ($0.07/sf) · . ------------------------------------------------------------------ Fuel Cost= $0.630 per Therm (1 Therm= 100 kBtu) Electricity Cost --$0.13.0 per kWh 1 kWh x 3 x 3.41 -1 source kBtu Page 1 <-< < 'MIC:f;.:01=·As 1. ~7~ 1=-1 le·-.. 1.. .. AI-IAC:IE~J l4r~<3.t.ler-c:z·7 'F'ri:,gram-FORMA""f > > > Run-PROPOSED F.:ESIDENCE Pro.ject···LA HACIENDA DE LA COSTA Date-02/08/88 --==== ===================~=~===L~J-J--L-------------------------------------- Input file LAHACIEN last edited on 02/08/88 _ CONTROL DATA ------------------------ F.:UN DATA I 1> F.:UN TITLE (25 ,:haracters; ma~;imt.un) : •.••••••••••••••• •••• ~ PROPOSED RESIDENCE 2> PROJECT TITLE (25 characters maximum)·: ••••••••••••• ••••• LA HACIENDA DE LA COSTA 3)· OWNE;F.! ,. S NAME_ ( 25 ,::+1 a-r a,:: ·t er-s n1~ x j_ h1L.tn1) : •••••••••• -•••• ••••• PAU~ LOVE JR. 4> SITE LOCATION (2~5 ,:ha1ra,:ters ri1a~;'imumJ : ••••••••••••• • • • • • CAF-:LSBAD 5 > F.:UN· TYPE ( CQMPL I ANGE, DES I GN) : • • • • • • • • • • • • • • • • • • • • • COMPLIANCE 6)· BUILDIN(:i TYPE (SINGLE, CUJSTEF.:, APAFHMENT, NONE) : •• SIN13LE SITE AND WEATHER DATA 1> BUILDING LAtITUDE (decimal deg.) : .•••••••••••••.••• 32 2) BUILDING ROTATION (deg., o~s, 90=W, -90=E, 180-N) = • 0 3> NUMBER OF WARMUP DAYS (10 maximum) : ••••• ~ •••••••••• 2 4> CLIMATE ZONE Ccompfianc(: runs) : .••..•••.•.••••••••• 7 5> WEATHER DATA FILE NAME (C:Zl2, et,:.) : ••••••••••••••• CZ? 6> WIND CORRECTION FACTOR (fraction) : ••..•..•.••••.•••• 4 7> GROUND REFLECTIVITY (fraction) : •••••••••••••••••••• 0.2 B> GROUND TEMP. DAILY FACTOR (fraction) : •...••.••••..• 0 9> GROUND TEMP. MONTHLY FACTOR (fraction) : •••••••••••• 1 1 O > GROUNP TEMP. ANNUAL., F"ACTOf,: < fr a,:: ti or:i) : • • . . • • • . • • • • O SIMULATION CONTROL DATA 1> NUMB~R Ot SIMULATION SEASONS (8 only) : •r••••••••••• 8 2> F.'.OW SEASON SIMU·- . NAME LATE SEASON -----1 ···-----.. -.. --:::: .. ---....... 1 WINTER y 2 WINTEF.: / SPF.:Ni::i y 3 SPF.:NG / SUMMEF.: y 4 SUMMER y 5 SUMMER/FALL y 6 FALL/WINTEf,: y 7 F'EAK HEATIN(:i y 8 PEAK COOLIN(:i y Page 2 < < < MICROPAS 1.2 File-LAHACIEN Weather-CZ? Proqram-FORMAT > > > Run-PROPOSED RESIDENCE Project-LA HACIENDA DE LA co§TA 'oate-02/08/88 ===================-======·=======L---=-------~-------------------------------- SEASON OUTPUT SPECIFICATIONS 1> COPY OF INPUT DATA CY,N or F for formatted data) : •• F 2> AMBIENT SUMMARY CY/N) : ••••••••.•..•••• ~ •••••••••••• N 3> ZONE LOADS (Y/N) : .................................... N 4> ZONE HEAT FLOWS CY/N) : ••••••••••••.•••.•.•••••••••• N 5> MASS SUMMARY CV/N) : ••••r••••••••••••••••••••••••••• N 6) TEM~ERATURE SUMMARY CY/N) : ••••••.••.•.•••.••.•.•••• N 7> FJEA~< COf\JDITIONS CY /N) : •••••••••••••••••••••••..•••. N DAILY OUTPUT SPECIF" I CAT IONS 1> 1:;;:ow SEASON AMB--ZONE ZONE MASS TEMP. NAME IENT LOADS HEAT SUM·-SUM- SUM. FLOWS MARY MAF.:Y --------1-··---·--· -· ... :,'?!--· ---··3·------.:.1.------5·-·----6--- 1 WINTER N N N N N 2 WI NTEF.: I SPF.:N(:i N N N N N ,.., ,::i SPF.:Nl3 / SUMMErs: N N N N N 4 SUMMEF.: N N N N N 5 SUMMER/FALL N N N N N 6 FALL/WINTEF.: N N N N N 7 PEAi< HEATIN13 N N N N N 8 PEAi< COOL.IN13 N N N N N HOUF.:LY OUTPUT SPEC Ir--I CAT IONS -1 > ROW SEASON AMB·-ZONE ZONE MASS TEMP. TEMP. NAME IENT LOADS HEAT SUM·-SUM-G~"s:APH SUM. FLOWS MAF::Y MAF.:Y ------1--------., __ ....... __ ...... ·-3-·---···4·----,--5----6----7---·-1 WINTEF:: N N N N N N .-, ..f.. WI NTEF.: / SPF.:N(:i N N N N N N 3 SPRN13 / SUMMEF.: N N N N N N 4 SUMMEF.: N N N N N N 5 SUMMER/FALL N N N N N N 6 FALL/WINTER N N N N N N 7 PEAi< HEATING N N N N N N 8 PEAi< COOLING N N N N N N Pa!;re 3 < < < MICROPAS 1.2 File-LAHACIEN Weather-CZ? Program-FORMAT > > > Run-PROPOSED RESIDENCE Project-LA HACIENDA DE LA COSTA Date-02/08/88 = ====-========~=======·---============· =====-=-----------------~---------------- ZONE DATA __ , _____ _ ·--------- ZONE DATA 1> NUMBER OF ZONES (3 maximum) ZONE #1 f I • • • • a • n • • • • • • • • • W • • • • • • 1 1) ZONE NAME (HOUSE, SUNSPACE, etc.) : ••••••••••~•••••• HOUSE 2) FLOOR AREA C~f) : .••.....•••..•.••.••.•.•.••••.••••• 3751 3> VOLUME (cf) : ••••••••••••••••••••••••••••••••••••••~ 35635 4> ZONE;: HEAT CAPACITY 03tu/F) : •••••••••••••••••••••••• 6626.-5- 5> INTE~NAL GAIN (Btu/day) : .••••••••.••••••••• ~ ••••••• 86991 6> INTERNAL GAIN SCHEDULE CINT~RNAL, NONE, etc.) : •.••• INTERNAL 7> INFILTRATION BASE ACH (~c/hr) : •••••••••••••••••••••• 6 B> INFILTRATION TEMPERATURE ACH (ac/hr-F) : •.••••.•.••• 0 9> INtILTRATION WIND ACH Cac/hr-mph) : •.••••••••••••••• 0 10) HEAT EXCHANGER SYSTEM NAME (HEATEXi NONE, etc.) : •• NONE 11> HEATING SYSTEM NAME (FURNACE, NONE, etc.) : •••••••• FURNACE 12> COOLING SYSTEM NAME CHEATPUMP, NONE, etc.) : •••.••• AC 13 > VENTILATION SYSTEM NAME ( NA TUF.:AL.., NONE) : • • • • • • • • • • NATURAL 14> HEATING THERMOSTAT NAME (HEATCNST, HEATSETB,etc.): • HEATCNST 15> COOLING THERMOSTAT NAME CCOOLCNST, COOL$ETB,etc.): • COOLCNSt OPAQUE SURFACE DATA ==============·= -== OPAQUE SURFACES .BETWEEN ZONE AND AMBIENT j_) NUMBEF.: OF SUF.:FACES (20 ma:dmum) . . . . . . . . . . . . . . . . . . . . l2 . 2> F.:OW OPAQUE AF.:EA U-VAUJE AZIMUTH TILT ABSOF.:P-ZONE SURFACE (sf) C Bt u/hir (det,1.) (deg.) TIVITY NAME NAME -s f-·F) (FF.:AC. ) _. -:j_--------2 ..... N ..... , ....... ............ -3_ .. __ ----4--·--.. _ ..... -3 .. _ .. ___ .. -·--6---------7---- 1 NWALL 577 . 0'3 180 90 0.5 HOUSE 2 "EWAL.L 768 .09 -"30 90 0.5 HOUSE 3 SWALL 6'30 • 0'3 0 '30 0.5 HOUSE 4 WWALL 758 • 09 90 '30 0.5 HOUSE 5 F.:OOF1 2078 .. C>:3:2 0 0 0.5 HOUSE 6 RAISED ;~37~i .054 0 0 0 HOUSE 7 SLAB 0 .77 0 0 0 HOUSE 8 N1WALL 0 .0'3 180 '30 0 HOUSE •3 -E1WALL 0 .0'3 -·'30 90 0 HOUSE 10 S1WALL 216 • 0'3 0 '30 0 HOUSE 11 W1WALL 0 .0'3 '30 '30 0 HOUSE 1·-· ...:.. F.:OOF2 34.2 .054 0 0 0.5 HOUSE Page 4 < < < MICl:;;:oPAS 1. 2 Fi le--LAHACIEN Weathe,r--CZ7 Program-FOF.:MAT > > > Run-PROPOSED RESIDENCE Project-LA HACIENDA DE LA COSTA Date-02/08/88 ==========================================~~=======. ==----------~-------------- GLAZING SURFACE DATA ============ ==-·==== GLAZED SURFACES BETWEEN ZONE AND AMBIENT 1> NUMBEF.: or: SUF.:FACES (20 ma:,;imum) : i • . . . . . . . . . . . . . . . . . '3 2> ROW G~AZIN13 Af;,:EA U-VAL... AZIMU. Til;.T GLAZ-ZONE SUF.:r--ACE (sf) (Btu/ (deg. ) (oeg.) INGS NAME f NAME sf-F) I ..,:.. __ --. 1----·-.. --~i.--·---·<J-·-·----4 .. --·---·--5·-----6---__ ..,;.7---- 1 N13LASS 36cv • 65 2 EGLASS 68 .65 3 SGLASS 12(> v .65 4 W(3LASS 132v • E,~5 5 SKY 40 "E,~5 6 N1(:':iLASS ~7-.:·:3 1.1 7 E1GL.~SS 0 1. l a 81GLASS ~?_:,!.1, 1.1 9 W1GLASS 1;> o.o GLAZING TF.:EA TMENTS 1> NUMBER OF TREATMENTS (10 2> ROW TREAT-GLAZ. OVER- MENT HEI-HANG NAME GHT LENG. ---1------2----3-- 1 DRAPE. 4 2.~ 180 ·~)() 2 HOUSE -·-'30 90 ~2 HOUSE 0 "30 :;~ HOUSE '30 90 :;2 HOUSE 0 0 2 HOUSE I 180 ':Kl 1 HOUSE --90 90 1 HOUSE 0 'JO 1 HOUSE 90 '30 ~7~ HOUSE ma:,;imt.tm) . ·-) . . . . . . . . . . . . . . . . . . ..:. OVER·-HEAT. COOL. SHADING SHUT. HANl3 SHAD. SHAD. SCHEI>. LJ-·VAL Hif:iH. FACT. FACT. NAME -UE ···-4-·--·---5-···-··---6-------7--------8-- . ~5 1 .75 NONE 0 TF::EAT- MENT NAME ---8---- DF.:APE DF.:APE Df.::APE DF.:APE TINT DF.:APE DRAPE DF.:APE DRAPE SHUT. TRAN. FACT. --·:J-- 0 2 TINT O 0 0 .. 53 .53 NONE 0 . -(} SHUTTER SCHED. NAME ---10--- NONE NONE ABSORBED INSOLATION FF.:ACTIONS 1> NUMBER OF FRACTIONS (20 maximum) : •••••••••••••••••• 9 2> ROW GLAZING ZONE OR HEATING COOLING SUF.:F ACE MASS FF,:ACT ION FF.:ACT I ON NAME SIDE --1-------2-------3-------4--- 1 NGLASS SLABTOP K 06 • 0~3 2 EGL.ASS SL.ABTOP • OE, • IX;} 3 St:3LASS SLABTOP • 06 .03 4 WGL.ASS SL.ABTOP .06 • 03 5 SKY SLABTDP .OG .03 6 N!GLASS SLABTOP • Oe, .1x3 7 E113LASS SLABTOP .06 .03 8 S1r3LASS SLABTOF' . 06 • 03 '3 W1GLASS· SLABTOP .06 • 03 Page 5 < < < MICROPAS 1.2 File-LAHACIEN Weather-CZ? Program-FORMAT > > > Run-PROPOSED RESIDENCE Projett-LA HACIENDA DE LA COSTA Date-02/08/88 ·.=========:_===·========================-·=-===============================-===== INiEF-:-ZONE DATA ----' -----' -.. -. ·- VENTILATIO~ BETWEEN ZONES 1) NUMBER OF INTER-ZONE VENT SYSTEMS C3 maximum) INTERIOR SURFACES BETWEEN ZONES I . . . . . () 1> ~UMBER OF SURFACES C20 maximum) ..................... () MASS DATA ---------_ .. ___ .. ____ _ MASS DATA 1) NUMBER OF MASSES C5 maximum) : •••.••.••••• ~ ••••.•.•• 1 MASS #1 1> MASS NAME (SLAB, MASSWALL, WATER, etc.) •.....•... TILE 2> TYPE CNODAL, ISOTHERM) : .•.•...•.... ~ .•..•.••....•.. NODAL 3> SURFACE AREA Csf) : ...........••.•.. ~••i•••••••••••• 397 4> TH!CKNESS Cinches) : ..•.•.•..•......•....•••..•....• 2 5> VOLUMETRIC HEAT CAPACITY CBtu/cf-F) : •...•..•.... i •• 28 (:.> CONDUCTIVITY CBtu·--Hnw-!sf--F) : ••••••••••••••••••••• 1 7> SIDE #1 MASS SURFACE NAME CSLABTOP,etc.) : .r •••••••• SLABTOP B> SIDE. #1 AIR FILM CONDUCTANCE (Btu/hr-sf-F) : •••..... 1.36 9> SIDE #1 ZONE NAME CHOUSE, AMBIENT, etc.) : •. ~~ .•.•.. HOUSE 10> SIDE #2 MASS SURFACE NAME CSLABBOT,etc.) : .••..•... SLABBOT 11) SIDE #2 AIR FILn CONDUCTANCE CBtu/hr-sf-F) : .••.••. 0 12> SIDE #2 ZON~ NAME (HOUSE, AMBIENT, etc.) : •••...... HOUSE SYSTEMS DATA ====· . ====== ENERGY COSTS 1> FUEL COST (d,:1lla1"s/therm) ••••••••••••••••••••••••• 0.6::-:1 2> ELECTF.:I'CITY COST C:do::ri lar1s/kWh) : •..•......•......... O. 13 Page 6 < < < MICROP~S 1.2 File-LAHACIEN Weather-CZ? Program-FORMAT > > > Run-PROPOSED RESIDENCE Project-LA HACIENDA DE LA COSTA Date-02/08/88 ==========================================~=========L~------------------------- AIR-TO-AIR HEAT EXCHANGER SYSTEMS 1> NUMBER .OF HEAT EXCHANGER SYSTEMS (3 maximum) HEATING SYSTEMS If •••• " () 1> NUMBEF.: OF HEATINC:i SYSTEMS ( ':I ma~;imLtm) . ·'"' . 2> ~~:ow HEATING HEATING SEASONAL F-:ATED , SYSTEM FUEL EFF. or,,: CAPACITY I , NAME NAME COP < Btu/ht· l ---1-------~ :~~ .. "' .. '"-----3-.. -------4---- 1 FUF.:NACE GAS . 75 200000 COOLING SYSTEMS 1> NUMBER OF COOLING SYSTEMS (3 maximum) : 2> ROW COOLING SEASONAL COOLING LATENT · SYSTF-M F-EF.: CAPAC I TY LOAD NAME (Btu/Whl <Btu/hr) FRACTION ---1-------2-------3-------4---- 1 AC 8 200000 0 VENTILATION SYSTEMS . ..... •-...... 1 DUCT 'LOSS FF.:ACTION ·--5. ----- 0 • • • • • • • • • • • • • 1 DUCT t3AIN l~RACTION -----5---. 0 1> NUMBER OF VENTILATION SYSTEMS (6 maximum) : ••••••••• 1 2> ROW VENT. FAN rAN TEMP. INLET OUTLET HIGH. INLET STACK SYSTEM FLOW POWER DIFF. AREA AREA DIFF. AZIMUTH EFFIC- NAME Cc fm) W/,:: fm (F") (sf) (sf) Cft) (deg.) IENCY ---1-...; __ --:.-;~---... .. --~}--·-·-4·-··· ·-·-5·-··· ·---6-----· --7-----8-----9--- 1 NATLJr,:AL 0 0 0 75 75 8 0 1 THERMOSTAT SYSTEMS 1> NUMBER OF THEF.:MO$T AT SYSTEMS. H:, ma7;i mum) . . . . . . . . .. 2 ~'2 > ROW THEF.:MO-MINIMUM MAXIMUM DESir,:F.;:'.D MIN. MAX. DESIF.:ED HOW,:L Y STAT TEMP. TEMP. TEMP. SE'f...., SET-SET-SCHEDULE NAME CF) CF) (F) BACI< BAC•::: BACKCF) NAME ---1---·-.. ·--··2 .. ·----., ............. :;),--.. -.......... 4------·--5----6------·7------8, ·--- 1 HEATCNST 65 80 80 0 0 0 NONE .-. ..::. COOLCNST 5i:::-~.1 BO 6-5 0 0 () NONE WIND EFFIC- IENCY --10-- 1 Page 7 < < < MIC:F.:OF'AS 1. ~'2 F.i lt;,-I_Af-JAC:IEN ·Wi~at+1er-C:z7 ·F'rc,g-ram-FO~!MAT > > > Run-PROPOSED RESIDENCE Project-LA HACIENDA DE LA COSTA Date-02/08/88 =============================~==================·=-============~=--------------- SCHEDULE DATA === ·====--==== HOUF.:L Y SCHEDULES 1> NUMBER OF HOURLY SCHEDULES (5 maximum) HOUF.:L Y SCHEDULE 44: 1 I .1.> I HOUF.:LY SCHEDULE NAME ( I NTEF.;:NAL, SETBACK) 2) HEATINt3 HOUF.:L Y SCHEDULE DATA ( frai:-t ion) 1. 0.024 2. 0.022 3. 5. 0.021 G. 0.026 1. '3. 0.056 10. 0.060 u .. 13. 0.045 14. o. o:3<;1 15. 17. 0.057 18. 0.064 19. 21.. 0.050 ~"2::2 • 0.055 ·::,,:, .,, .. ,.:..,. 3> COOLINt3 HDUF.:LY SCHEDULE DATA '(fra,:tion) L 0.024 ~2. 0.022 ,::, ..,., . 5. 0.021 6. 0.026 7. 9. 0.056 10. 0.060 11. 13. 0.045 14. 0.030 ;1.5. 11. 0.057 18.' 0.064 1 '3. 41'. 0.050 2:2. O.OQ5 23. • . . • • • . • • • • • 1 . . . . . . . . . . INTERNAL 0.021 4. 0.021 0.038 8. o. 05'3 0. 05"3 1 ··) ... .. O.O~f., 0.028 16. 0.031 0.064 20. 0.052 0.044 ~'24. 0.027 0.021 4. O .w021 0.038 8. 0.059 o. 05'3 12. 0. 046 0.028 16. 0.031 0.064 20. 0 .• 052 0.044 24. 0.027 A2:H61-HEATLOSS I I ---:----------------------------------------------------------- CLIENT :KEVIN RUGEE AND ASSOCIATES PROJECT :LA HACIENDA LOCATION:CARLSBAD . --------------------------------------------------------- HEATING LOAD CALCULATIONS --------------·-------------------------------------------------- DESIGN CONDITIONS:WINTER DESIGN TEMP INDOOR TEMPERATURE HEATING DEGREE DAY CONDTN.FLOOR AREA 35 F.DB 70 F.DB 1952 PER ANNUM 3751 SQ.FT. -----------· ----------------------------. ------------------------ BUILDING ENVELOPE HEAT LOSS ----------------------------------------. ------·---------------- DESCRIBE TYPE AREA U-VALUE FACTOR DELTA-T BTU/HR GLAZING: S'INGLE 53 1.1 1 35 2041 GLAZING: DUAL 680 .65 1 35 15470 GLAZING: SK¥LIGHT 40 .62 1 35 868 WALL #1 3·009 .08 1.18 35 9942 WALL #2 0 0 0 35 0 WALL #3 0 0 0 35 0 CEILING: #1 2078 .032 1.15 35 2676 CEILING.: #2 342 .054 1.15 35 743 CEIL.ING: #3 0 0 0 35 0 FLOOR :R.FLOOR 2312 .047 t 35 3902 FLOOR SLAB PER. 0 1.1 1 17.5 0 ---------SUB-TOTAL ........ 35642 INFILTRATION: AREA AV.HT. FACTOR DELTA-T 3751 10 .018 35 23631 --------- SUB-TOTAL .•...... 59273 DUCT .OR PIPE HEAT LOSS AT 10 % ...... 5927 ---------TOT AL HOURL.Y HEAT LOSS (BTV/HR)-......... 65201 ANNUAL HEAT LOSS ------------------------------------------------------------HEATING DEGREE DAYS 1952 TOTAL HEAT LOSS DELTA-T 65201 35 ANNUAL HEAT LOSS(THERMS/YRY . 873 -------------------------·------------------------------------- MAX. BONNENT CAPACITY DESIGN HEATLOSS*1.3 + 10 BTUH PER SQ.FT 122271 ------------------------------------------------------------------------ \ < day& .night Day&Night .:,:. '· :·'.·-:_, .. , .. ···-~. Air Conditioning lndianapohs, IN C1ly ol lnduslly. CA ~· I f/ I DOWNFLOW HORIZONTAL With unique induced-combustion design, four-pass heat exchanger, and exclusive safety features; the Mode! 3768 High-Efficiency Downflow/Horlzontal Furnace Is the new Industry pacesetter. The Model 3768 iiChleves the highest Annual Fuel Utilization Efficiency (AFUE) rating available today In a noncondenslng downflow/horlzontal furnace. Its ease and .economy of installation, truly remarkable servlceablll.ty, surprisingly economical Initial cost and short payback time, place It In· a class by itself. All these make the 3768 the obvious choice over any other high- efficiency furnace. This furnace has the kind of overall performance that others will be .trying to Imitate for years toqome. The Model 3768 Downflow/Horlzontal joins our Model 395A UpfloW to cover all bases in the standard high- efficiency California marketplace. Application flexlbility Is a tremendous plus. The '3768 Furnace satisfies downflow applications stand- ing straight up. Lying on either side, the 3768 satisfies horizontal-left and horizontal-right airflow applications with no conversion required. · FEATURES VENTING-The Model 3768 Induced-Combustion Fur- nace operates at zero or slightly negative static pressure at the furnace-to-flue junction; therefore, It can be vented into any approved chimney or 81 vent, and like a natural- draft furnace,. common-vented with an existing water heater. Most other currently avallable positive-pressure- draft or forced-draft furnaces require Installing an expen- sive sealed-vent system. The Induced-combustion design also eliminates the need for a vent damper. · MONOPORT INSHOT BURNERS-Produce more precise air-to-gas mixture which burns cleaner th.an multlport or ribbon-type burners. The larger monoport of the inshot (or'· Injection-type) burner seldom, if ever, clogs or needs cleaning. F.OUR-PASS HEAT EXCHANGER-Design breakthrough produces accelerated heat transfer. Thij Model 3768 Fur- naqes extract heat that other furnaces waste up the flue. Alumlnlzed steel for corrosion resistance. 20-year Limited Warranty. SAFETY FEATURES-The 3768 goes beyond most other furnaces with two exclusive safety features: (1) a draft safeguard switch detects a vent blockage or downdraft and (2) a self-checking switch proves combustion airflow before burner Ignition. SOLID-STATE BLOWER CONTROL-Timed blower opera- tion stops annoying recycling common with thermally activated blower controls. Blower motors are perm·anent split capaclt9r type for energy conservation. PRINTED-CIRCUIT CONTROL CENTER-The printed- circuit board and all Internal wiring are factory installed. Screw terminals permit quick-connecting a humidifier, an alt cleaner, and air-conditioning control circuits. WRAPAROUND INSULATED CASING-Welded construc- tion eliminates casing noise. Foil-faced insulatlon in the heat exchanger section cuts heat loss and lnsulatlon In the blower section reduces noise levels. The low profile ma~es the Model 3768 a slide-in unit-Ideal for downflow or horizontal repta·cement installations. EFFICIENCY-Exceeds Callfornla minimum efflcJency . standards (Title 20) by a comfortable margin. OXIDES OF NITROGEN (NO,J-Meets NOx emissions levei set by South Coast and Bay Area Air Quality Man- agement Districts. The design of all Model 3768 units Is A.G.A. design certi- fied for natural and LP (propane) gas. The 3768 is GAMA (Gas Applicance Manufacturers Association) efflclenc ; I· t. 'fl d ,, •''''t ' ra mg cert, e . · ,'.\;;-(.r,t ~""' -:,. Form No. PDS 3768:40'.20,.;_ ·;-: i_:_. . . ,., l ! .CLEARANCES (In Inches) Size MO Thru 115· .. DO.WNFLOW (In Alcc,ve or Closet) . Sides Single-Wall Vent (040 and 055) 1 Singfe~Wall Vent (075, 095, and 115) 0 Type-B1 Double-Wall Vent 0 Back 0 Top . ·--1 Front* Single-Wall Vent 6 Type-B1 Double-Wall Vent 3 Vent Singie,Wall 6 Type-B1 Double-Wall 1 HORIZONTAL (In Alcove) I Sidest 1 Back 0 Top Single-Wall Vent 1 Type-B1 Double-Wall Vent 0 Front* 18 A82171 Vent-Single,Wall 6 Type-B1 Double-Wall 1 HORIZONTAL (In Closet) Sidest 1 DIMENSIONS (In Inches) Size A ·o E Vent Conn Ship. Wt U24040 . ,14·3/16 12·9/16 n-11116 4 130 024055 14·3/16 12·9/16 12:11/16 4 132 036055. 14-3/16 12-9/.16 · 12-11/16 4 ·142 036075 17·1/2 15·7/8 16 4 160 048075 17-1/2 .15-7/8 16 4 163 Back 3 Top-Single-Wall Vent 2 Type,B 1 Double-Wall Vent 2 Front*-Single-Wall Vent , 6 Type-B1 Double-Wail Vent 3 Vent-Single-Wall 6,, Type-B1 Double-Wall . 1 , . *Provide·a 30-fn. service clearance in front of the furnace. 048095 17-1/2 15-7/8 16 4 178 060095 21 19-3/8 19-1/2 4 188 t Indicates supply or return sides when furnace is in the horizontal 060115 24-1/2 22-13/16 23 5 • 208 position. ~ . . . . Input Btuh* Capacllyt AFUE California Seasonal Efficiencies CSE) Certified Tern erature Rise Range°F Certified External Static Pressure Heat/Cool Airflow·Ft31Mln Unit Volts-Hertz-Phase Minimum Wire Size Max mum F11se Size. Transformer (24-V External Control Power Available A/C Blower Relay • • • Limit Control Heatln Blower Control Burners Monoport) Gas Connection.Size . Indoor Nonweatherlzed (ICS):j: Indoor Nonweatherlzed .(ICS):j: Heating Cooling Heating Cooling SPECIFICATIONS 2404, 024 55 48,000 67,000 39,000 56,000 39,000 . -55,000 . 82.3 83.2 80.8 82.3 74.9 77.3 .50-80 55-85 o, 10/0.50 0.12/0.50 610, 775. 790 850 2 3 GAS CONTROi c; • Gas Valve (Redundant) BLOWER DATA PIiot Safety (Non-100% Shutoff) Direct-Drive Motor HP-T e ' Motor Full Load Amps RPM (Nominal -s eeds Blower Wheel Dla·x Width FIiter Size-Permanent Washable DEALER INSTALLED OPTIONS Min Inlet Pressure Max Inlet Pressure f/5-PSC 1/4-PSC 4.0 4;0 1050-4 1050-'-4 10x 6 10X.6 36055 67,000 56,000 55,000 83.2 82.3 76.3 35-65 0.12/0.50 1080 1157 115-60-1 14 15 40VA 24VA 37VA Std SPST Solid-State Time Operation 3 1/2-lnch NPT Essex SX345 4.5 Inches we 13.6 Inches wc Model 740A 1/3-PSC 5.4 1050:-4 10 x6 (2) 16X 20 X 1 Combustible. Floor Base 305301 • 701 · LP (Propane) Conversion Kit 308001.-710· Vinyl-Trim Control Door.Kit 309258-701 Prlnted'Clrcull.Control Center P771·7007 75,000 74,000 83.2 82.3 77.0 55-85 0.15/0.50 1005 1225 4 1/3-PSC 6.5 1050-4 10 x6 75,000 73,000 83.2 81.3 76.7 40-70 0.15/0.50 1240 1553 4 1/2-PSC 8.3 1050-4 10x8 *Gas Inputs sh·own are for elevations up to 2000 ft. For elevations above 2000 ft, Input should be reduced at the rate of 4% for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4. tCapaclty'ln accordance with U.S. Government DOE test procedures. Callf6rnla Seasonal Efficiencies based on Callfornla-speclfled procedures. . . -, :f:lsolated Comhustlon System (ICS) or.o r··)--·, ~ ; I ..... , ,-· CERTIFICATION OF COMPLIANCE Q(7 7C'/J CITY OF CARLSBAD Plan Check No. 0 Q·~ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-116'1 This form shall be used to determine the amount of school fees for a project and to ·verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and_ returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified ---, · 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 ( 438-571 O) San Marcos, ·CA 92069 (744-4776) f Encinitas U~ion Elementary 1.89 Union Street -f-San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas; CA 92024 (753-6491) Project Applicant: k.VLE T. ST€W/i1!,.t APN:2/C,_3~0-O::! ----'-------'=-----"----'--'----,.- Project AddJ;"ess: ;l, § 2 r.J LA Cosm .. KJv~ RESIDENTIAL: SQ. FT. of living are~ 8 7€'/ Number of dwelling units SQ. FT. of covered area SQ. FT. of g!3-rage area 7?9 COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA i/2~ /r; Prepared By e_. ~µ<_ Dat:e -----------------------------------------------------------·------------------------------ FEE CERTIFICATION (To be completed by the School District) ~pplicant has complied with fee requirement under Government Code 53080 --- Project is subject to an existing fee agreeme~t Project is exempt from Government Code 53080 ---Final Map approval and construction started before Septe~ber 1, 1986. (other school fees paid)· Other ------------------------------------------ Residential Fee Levied: $~ $7lf-. / 7 based on ; 74-/ Comm/Indust Fee Levied: $ based on ------------'- School District Official sq. ft.@ a: '17P' sq. ft.@ ------- Da~e • AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $. 25 per square foot for commercial/industrial. CERTIFIGATION OF COMPLIANCE '7(7 ·'JC-/J CITY OF CARLSBAD Plan Check No. o·o-~ DEVELOPMENT PROCESSING SERVICES DIVIS;I:ON 2075 LAS' PALMA$ CARLS'BAD, CA 92009 c_ o_ d '1 (619) 438-1161 7 .b( ~ . This form shall be us~d to determ;i.ne the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the proj'ects shall be issued' urttil the certification is signed by the approp.riate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified __,.~ San Marcos Unified --6350 Yarrow Drive Ste. A 270 Wes·t San Marcos Blvd. · Carlsbad, CA 92009 (438-5-710) . San Marcos, CA 92069 (744-4776) /Vt') San Dieguito Union High School ~ 710 Encinitas Boulevard f Encinitas U~ion Elementary 189 Union Street Encinitas, CA 92024 (944-'4306) Encinitas; CA no24 (753-6491) Project Applicant: . 1-..\/LE r. strWAlt.r ;l.§2i LA: cos-m-Jav~ APN: 2,/C, -3~0 -0.3 Project Add-ress: :0\£_ RESIDENTIAL: SQ. FT. of living area 87€/ Number of dwelling units SQ. FT. of covered area SQ. -FT. of garage ar·ea 799 COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA ~/Y/rt Prepared By t~ -ta~ Dat(;! ----------------------------------------------------------------------------------- FEE CERTIFICATION (To be completed by the Sc·hool District) -,&_ l}.pp.li·c:ant has complied with fee requirement under Government Code 53080 ---'--------Project is subject to an existing fee agreemeIJ.t ---Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. --(other school fees pa~d) · Other -----------,------------------------------'-------------- Residential .Fee Levied: $ :J~/ 0, 7bbased on . 37_'5{ sq,. ft.@ __ ,,._?!_5---"----0_ based on sq. ft.@ -------,------------ l-!~-£7 Schoo AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $.25 per square.foot for commercial/industrial. Date .( ! l ,,..,-,---~.· i>;-:t~ l ! ~,.,, ,~i {~ \, ~ ~ 0--, -----....... ~ . .. Jr j j· i I, r ' i ' l '1,-j ' ' l ' ' I I I I I I -, ---