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2351 Levante St; ; 85-179; Permit
~~~ -~1[ 0 " O I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profess.'ons Code, and my license is in lull force and effect. L,c No _____ _ Cla1, "' z 0 ;= " "' " ~ !rl C ! ~ereby alfirm That I am e,empt •-o,,., the Cc-1trac- 1or·s License Law tor the lollow,ng reason 1Sec 7031 5 Bus,ness and Proless,ons Code Any c,:y or count1· w~1U, re- quires a perm,t to consnuct alter. ,cnpr~'le. demolish. or repair any slruclure. prior to '1s ssuance a·so 'eou1'es i~e ap p11can1 lor sucn per,,.,! to tile a signed siatement that 0,e s l·censed pursuar.t lo the prov,s,ons of lhe Contrac1or s License Law IChapte-9 cornmenc,ng w1lh Sec:,on 7000 oi o,v,s,on 3 of the Bus•ness and Proless,ons Gode, or That ,s c,- emo1 t~erefrom and !he tiasIs for the aliegea exemoMn Any v1olahon ol SecM~ 7031 5 hy an applicant lor a oerm1t sub 1ects The app:1cart ta a c,v1I penally al not more thar five hun • cred dollars !SSDO) ~ as owner ot the property, or my employees 11·1th wages ffi .J?;;i'itie,r sole compensation wIII do me wO'k ana the struc c lure Is not intended or ottered for sale !Sec 7Q44 Business ..J and Proless1ons Gode ';he Contractors License ·,aw does 3 not apply to an owner of prooerty who builds or improves m rhe·eon and who does such work h,rnself or through his ~wn ii: employees. provided that such Improvemenls are not 1~rend-W ea or otiered for sale If. however the building or Imorove Z ment Is sold w1th1n one year ot completion the owner-builder 3 will have the burden of proving that he d•d not build or 1rn O prove fo, the purpose of s;ile) 1 z 0 " ;;\ z w ~ ,. 0 " "' ir w " "' ~ l ii X1 as owner of The property ilm exclusively contracting ,,.fl, l,censeO contractors to construct the oro1ec\ (Sec 70~4 Business and Proless1ons Code The Contractors Ucense Law does no1 apply to an owner o1 ;iroperty who builds or ,,n proves thereon. and who con1racts for each pro1ects with a contractorfsJ license pursuant to lhe Gor,t<ac1or's lIcens~ Law) /\s a homeowner I arn Impro,mg my home, and lhe follcw •ng cund,t1ons exIs1 1 The work Is being pertormed prior to sa e 2 I ha,e lived In my home tor lwelve monlhs pr.or 10 comoletIon of th•s wor~ 1 have nol claimed this exemot1on during the last three years I am exemol under Sec _______ B & PG tor lh,s reason 0 I hereby atf,rrn !11«1 I have a cerid1ca1e of consent to self ,nsure .• or a cert1t1cate o' Wo<~ers Cornpensalron lnsu,ance or a cert1i>ed coo; th-er,..ol 1Sec 3800_ Labor Code! POLICY NO COMPANY 0 Cop)' ,s 111eo ,,.,,~. lhe c,1y 0 Cend1ed cop)' Is hereby furn1s'1ed CERTIFICAH. OF EX!::MPTION FROM WORKERS COMPENSATION INSURANCF (This sec11on need not be cornoieted 11 lhf' pe'~,1 Is 'or one hundred dollars 1S1001 ur -ess 0 I cer1,fy ti.at"' ll"le perlorrnance ot 1he .... orl< •or ..,r,I,:;h th,s perm,1 Is issued I sh<1II not emp,o; ar, persor In any manner so as lo become ~ut,,ect ,, ll"le Worl<ers Compen5<111on Ldws uf Cdl1torr-1a NOTICE TO APPLICANT II a11er <nakir1·a tnI5 Cerl1 licate ol E,emptIon you should become sutJ1en t·, 1ne Worl<e,s Cornpens<1laon prov,sI0n5 ol me L.abv Code you mus! forlh...,1!1"1 ~omoI, ,..,m SJ' n provIs,ons or t\1IS c,erm11 snal, be dPpn,ed rev,,ked 0 I nereby aftirrn 1na1 •nerP I~ a ccw~1r~,: ,, .. :end,n1, a1,er>~y •or the ped,,,,,,a.,,.P ,.' rne w,Jri< t,:,, wr<,ch this perm,t ,s -~~ued ,s,,, \0'9/ (.r,1 Code, Ler.der s Name ___________ _ ~enders Adoress __________ _ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 I NEAREST CROSS ST. OATE OF APPLICATION BUSINESS LICENSE# VALUATION PERMIT NUMBER LOT CONTRACTOR CONTRACTORS!'t,ONE• ZONE 3-q~ 755 -I l q : O':'NEA'S NAME <J! u/ /I/ l? e. : w •Cc_j) Y"\ CONTRACTOR'S ADDA~ LICENSE NO. PLAN I.D. # BLDG USE CODE I OWNER'S MAILING ADDR~SS 1 94 o4 G.e.,._,e.~<;;; e L q ~ ~ DESCRIPTION Of WORK 3,_(o \ 2-- I DESIGNER'S ADDRESS DESIGNER LICENSE ,s. STANDARD PLAN >t-BUILDING SQ FOOTAGE 1 ______ • ' ~ :---~ ~ IJ.l=:.i...:....i ... .i.1:1.,s~a:":a~~,.:,~7';.;::.'-'--::.±~+::..1~;..:a~s..i.::::c::~.:..,;...L.;;:::;:::;:: ;\.~ 'c> '(I,;_ ;> ~ .,_.. ..,-,:•: ~ ,._. v □ "-C d- 1 CENSUS TRACT GP I.ANO USE PARKIN(J SPACf '1"tES UNITS ~DI PERMIT ISSUE'D REDEVELOPMENT ... .,..,..,. AREA 1 ·,. ~ t:f'--1 0 N □ , :J .._ Not Valid Unless Machine Certd,ed I 1 QTY MECHANICAL PERMIT· SUMMARY/ACCOUNT NUMBER : EAr:H FIXTURE TRAP INSTALL FURN DUCTS iJP TO 100.000 BT -BUILDING PERMIT ___ o_, 00_·_0_0·_8_22_0--t--._$ __ 0_ 1 EACH-BUI LUING-SEWER._;;_,.~ -+--~~---"--OVER 100.000 BTU SIGN PERMIT 01-00-00·8221 1-'""_,_"EA=CH WATER HEATER-!~□ nR VENTC!..,..2.1~---5 -_---. BOILERCoM-PR_E_Ss-□R lJpTQ 3 HP -------___ " ··- 1 EACH GAS SYSTEM l 10 i UUTLETS % BOILER COMPRESSOR 31S HP --c--:cc~-+---h~T EACHGASS'IS_TEMS0_11_MORQ,_G,s t _,1:i -j__ +ME'ALFREPLACE_@_-~~ _ --. ---=?;_., -11---=~cc !',i"-+----~"'-'.,,,__-_-__ E!-CH 1NST~_!LTE.9_R_EPAIR ~~ATER Pl~E -i _ _ ~EN~!-_N SINGLE _D~CT G___ ;i. ~--_j ~ --j!ty-~r",;jj'-""CC:-- EACH VACUUM BREAKER 2..,.S-0 -I MECH EXHAUST HOOD DUCTS ',"JA TE R SOFT N ER RE LO CAT ION.cO.:_F_C_:Ac:c:.Fc.Uc.R_cN:.:A:.:C:.:E.:'.H_E_A_T_E_R ___ +----~---jj--==~."',p,-.-~~'--~,;~~='"'-+---------- ---·----------- 1 _-l_F_l•-~-P-RUQ~_,_· 0 _"·_ 11 ; _,·'.S ~:: ---~ TOT kl MECHANICAL --{~~~:G~N -~ ! ,,:::~~;: TO l Al PL lJMB IN L -FIRE Sei-ERS 5Z::-C-$11-00-00·8227 I QTY. SOLAR_ ISSUE PUBLIC FACILITIES FE~,./i32-0S}_-00 __ 89~3l~+-- ' ____ J-____ _,1 BRIDGE FE_E __ ---if-c&_ ··--·- NE:W CONST EA AMP S','>'l llKR &{) :~1JLLECT:-1R~ SCHOOL FEE -OISTRl~T e: ___ _ 1 PH l PH-----~------.JI.-s·oR~G:: TA';•s Carlsbad ____ L_ 8□-92-21.0~ t Enc1n1tas J.._ l~---80-92-22-0519 ------------'-------'---' __ San_D;!Q~~~-8□-9i2~:_~~~5~'9'--+-_-_-_--:_-______ _ I : f QTY I JI:_ , I 1,-- I I 1r; I ELECTRICAL PERMIT. ISSUE E:XiST DLUG EA AMP SWT t\KR ;i:JC,; s-:-:JRA!;F I PH 1 PH PLJ\IP REMODEl\A~~~~ CIRCU~ ____ --+--__ ±·IA\ ~~:cv F:"F TU,\P POlE "'').100 AMPS ujER /UII AM\ ----_.,_LI_CENSE TAX 01.oo.o0-8162 ;;;__ 1:90 TEMP uccu. PAN CY 30 DAY. $! ----4-~----------------'---.. MFF 80·92-57-0519 OJVtW°C? __ .,._-- CREDIT DEPOSIT . 5,<fS" .>.,-,~--·--· -------------+-- l 11T,"ll ULLTHILA. -.-Tr1TA S:'[i\R TOT < I j '.':)~ -• ' , AL FEES PAYABLE ..i OS. I ------San Marcos --- -)4--~ --.. --8~0~·9~2~·2_4~0~51~9--+1------- -- I HAVE CAAEFULL y f_XAMINEO,THE COMPLETED .. APPLICA T!ON ANO PERMIT" AND DO HEREBY Expiratioo. Every per_mit issued by the Bu1ld1ng Ofhcial under the provisions oflhis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER -CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code Shall expire by llmital«)n 8nd become null 811d void 11 th8 building or work 5· o·· DEEP ANO o£MOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT JS aulhanzed by such permit 15 not commenced wilhm 160 days from the date of such STRUC ER 3 STORIES IN HEtGHT ISSUED· TO COMPLY WITH A.LL CITY. COUN1Y ANO STATE LAWS GOVERNING BUILDING CON· ~~~~::On~1:t1=~ ~~~~1;Pte~;h:~~r:~tc°~~~~i~ul~~ 1~,s~:r;aded or STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. ! ALSO AGREE TO SAVE INDEMNIFY AND APPUCANT"S SIGNAT E c;Z· KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIUTIES. JUDGMENTS, COSTS AND //4 U~R ( EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID C!TY IN CONSEQUENCE OF THE / / _ / GAANTINGOFTHISPEAMIT {,,c'. Ve..-/' 2-3> f~ ~ " IL >-~ 0 C. E w ,.. I TI 0 CJ C rn Ll C. C. <( I ~ C 0:: 0 w w w w w <( ~ 2 '" >- w w w Ll 0 a: rn :;; 0 CT " Ll C rn C ,;: ,::. C w ~ CJ 0 0 " C. w C ~ re ,: TYPE DATE INSPECTOR BUILDING FOUNDATION ----------I /)_ REINFORCED STEEL , ""-l,eQ.1//'{11 MASONRY , GUNITE OR GROUT , Ii\ / FLOOR & CEILING SUB FRAME 1::J-J(,-6.: I \Jf¥l SHEATHING !IDROOF O SHEAR ~, ..,_ ,/ 1,____......._ l\,,,( 1- FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS ~ INSPECT ION REO IF ! INSPECTORS CHECKED APPROVAL l=======~==tcc=~~-+===-· --I SOILS COMP( ;,\'\J·'. E : DATE Pf~!OR TO I -~. -i,?;: \_ \ F-OUNCA~ION INS~' I_ j j FRAME I l.:l,.Ql, , ,~ ~ STRLJCrunA1-·c-CJ-.,_cR·E-rE:-r----1--------1---- EXTERIOR LATH I ,,)•3--3t,-,_ ~ 8'JER COO() PCS j -- -8'S=1-1J_2 _______ . INSPECTORS NOTES ,I t:i_}<'.... ~ e_11ve"-' ,41,1'.t C'<"...vrt'~ wAt.l ///s-/Jr fJ r I 7 INSULATION ' 1-J~ I., 75""" ~~~';'R"i,se°Ec I t INTERIOR LATH & DRYWALL I , POST TE'clONCC ' -;~ I CCNCRETE - FiEl.O '.'.'EL.O,N(; -~t----,------PLUMBING SEWER AND BUCO □IPb/60 UNDERGROUND D WASTE C WATER TOP OUT ...PWASTE ti WATER 14'-7~ ~./1/rr .-J. I I\.<' , ------1-----,.1,,;.-1 '.:JTFH::NG-:-f-j •1 . BCL TS ----- ~ -e;f--ECAt f,~As,JNPv I □ WATER HEATER □ SOLAR WA,ER + +-----T~, _:_ TUB AND SHOWER PAN -I 'J'-I \""" ~ GAS TEST _1r,·~~,g,?,;f _ p, ES CA>SC)~ ----+- ELECTRICAL □ ELECTRIC UNDERGROUND D VFFER - 'i 1---f------------+------ -+--- ROUGH ELECTRIC , I 1 ~·I 7-fl"i: TI -f------------\---+------1--- • J -•' . .;.--~, _.,, .... • '<"', ,-., .,.., ..... ~~ ') ,r,,, ,,,., _. ' ,_ a ") . D ELECTRIC SERVICE □ TEMPO~AR:Y t--------4-------+-----\-----j r-'--------------------------1 □ BONDING □ POOL , -I MECHANICAL I ------------t-------- D DUCT & PLEM., D REF. PIPIN'G HEAT -AIR COND. SYSTEMS , VENTILATING SYSTEMS ' I CALL FOR Fil..JAL iNSPECTi6N WHEN ALL APPROPRIATE ITEMS ABOVE HA VE BEEN APPROVED. _,a,. FINAL 1 1 I ..... PLUMBING l ..,_~ ~ ELECTRICAL , q MECHANICAL GAS BUILDING SPECIAL CONDITIONS ~ ____ _l ___ _j II~----------------------------------- FINAL BUILDING INSPECTION 06 11, 7-29-86 PLAN CHECK NUMBER: DATE: PROJECT NAME:------------------------------- 2349/2351 Levante ADDRESS: --------------------------------- PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: _______ _ TYPE OF UNIT: ___ d_u_p_l_e_x _______ NUMBER OF UNITS: 2 CONTACT PERSON: ___ Ri __ c_k_Go_mb_e_s ______________________ _ 457-5129 CONTACT TELEPHONE: ________________ _;_ ____________ _ INSPECTED ON ,V"\ /"\ BY:----'--~__,_(_ Y_ \ __ DATE g-Jd'~ Q~ DISAPPROVED INSPECTED: APPROVED INSPECTED DATE BY: _________ _ INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: _________ _ INSPECTED: APPROVED DISAPPROVED ALL D.l::PAm.TMENTS COMMENTS: --------------------------------- ALL DEPARTMENTS Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ; FINAL BUILDING INSPECTION • 06 117 7-29-86 PLAN CHECK NUMBER: DATE: PROJECT NAME:------------------------------- -349/2351 Levante ADDRESS: --------------------------------- PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: _______ _ TYPE OF UNIT: ___ d_u_p_l_e_x _______ NUMBER OF UNITS: CONTACTPERSON:, ___ Ri._._ck_~G_o.:....mll_e_s ____ ,,, __________________ _ 457-5129 CONTACT TELEPHONE: _____________________________ _ INSPECTED DATE BY: _________ _ INSPECTED: ____ _ APPROVED __ _ DISAPPROVED __ _ INSPECTED DATE BY: _________ _ INSPECTED: APPROVED __ _ DISAPPROVED __ _ ALL DEP.Am.TI1ENTS COMMENTS: ------------------------~~------- ALL DEPARTMENTS -/. Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utllltles PINK: Planning GOLD: Fire CERTIFICATE OF INSULATION THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA, IN THE BUIJ,,;OlNG LOCATED AT: ' . 23 49 Lavante St . /22. Street City Lot Number Tract EXTERIOR WALLS: TYPE/ Manufacturer Owens Co rning THICKNESS 3~" Ei berg] ass R-Value ~ l.1. CEILINGS: Batts: Manufacturer Certainteed TYPE/ THICKNESS 6¼" pi berg.} ass R-Value R-19 Blown: Manufacturer ______ _ THICKNESS ________ _ R-Value __ _ FLOORS: Manufacturer ______ _ TYPE/ THICKNESS ________ _ R-Value £.rf f AIR INFILTRATION/CALUKING: Manufacturer __ w_._R_._G_r_a_c_e ______________________ _ Windows xxxxxxx Corners & T's xxxxx Doors __ -x~x~x~x~x-- Plumbing & Electrical Holes_-,Q,x~x~x~x~x....._ __ _ Plates YXXXX ***************************************** GENERAL CONTRACTOR __ .....:::B~r~o~c~az......:O~e~v.::..:....~C~o~,-----LICENSE NUMBER ______ _ BY _______________ _ TITLE ----------DATE ------ Ranc ho Insulation LICENSE NUMBER 335173 TITLE •~"),9-1.--DATE _____ _ I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 9212.3 (619) 560-1468 DATE = lderlL 22 1C?65' ) 0 APPLICANT 0 JURISDICTION 0 PLAN CHECKER □ FILE COPY □ □ □ □ □ □ D UPS 0 DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have majo~ deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicanVs copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- Date contacted: Telephone# ------------------- REMARKS: BY: /4· 0 1/..-n 4 11~~ ESGIL CORPORATIONV ENCL: -------- Form 31584 l i l < . ,- ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: ___ -"-'f-l.:..;.Af?...:.11~...:.\'l.='-, ...1.fl.1..17~5":::,__ _____ _ D App LI C-;.;A;.;N,;.:T-.... ~ ~r.SOICTIO ~CtiECKER □ FILE COPY JURISDICTION: __ JG~-~~=-=-l~~~~B~,A~Q.;::,_ _____ _ PLAN CHECK N0: __ ---1o.o8~5'.~.0.~...:.._ _____ _ 0 UPS 0 DESIGNER PROJ Ecr ADD R Ess: 2349 L e:1/llr.ne □ □ □ "' □ □ The plans transmitted herewith have been corrected where necessary ~nd substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith hav~·major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applican~s copy of the check list has been sent to: ·Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- Date contacted: Telephone I ------------------- REMARKS: ------------------------------ By: ~ ow w ~,,R ES IL CORPORA'f)ION ENCL: lfBruo f(\/U; Form 31584 • . c .. Citp of Carlubab .JURISDICTION, LA/el!,/3/JQ DATZ J,-11.~ PR0.1ECT ACDRESS, l.~4'! l.£V.lltJ1]" ';;,'f' TO, ,9,t:'P[._IC,A>JT PLAN C'ORl!C"!'tON §REff SlNCtZ !'M'ILY AND DUPt2X DWKLI.IHCS Plan Check No. __ _.8,._S._-_,_17-'--''t'-------- D•to pl•n• nc:dved by jurUdicdon-:,4_-_.J_·_.B..,S'.__ Date plan• rec•ived by plan Checker~4:::,;.-_.l_·~fl,::..c::;.__ Dato initial plan c:llock =-plotod.4·12·11,,;'11~'1 P'OREWCIRD: PL!!ASE R!W> Plan check is 11.aitltd to technical iequir ... nt• contained in th• Unitoni Building Cod•• Dnilora Plwabin9 Cod•• Uniform HecMnicat Code. National Electrical Code and at.At• lava requlatin9 enervr con••rv•tion. noi•• at-cenution and •cc:••• tor the handicapped. The plan dleck is baaed on regulation■ enforced by the BuildinCJ' Ina~ion O.par1:aent.. You .. y fl.Ive ocher correc:tioa■ baaed on lava and ordJ.nances enforced by the Planning 0epartaant, En9'ifteH·in9 O.p.r,:aeat or other departa.nt■• The iteu circled below need claritication, aoditication or chan9e. All circl.:! it ... have to be aatiatied IMtore th• plan• vill be in contoraana vith Che cited codH and r99ulat.ion•. Per Sec. Jal CcJ. 1979 Uniform luildinq Cod•• the approval ot th• plan• do•• not s,.rmJ.t the violation ot any acate. cot.1Aty or city lav • . . ... W!! I. Pl•••• ad:e all correction• on th• ori9inal tracin9a and submit tlilO new ••t• ot print.a, an4 any ori9inal plan ••t• that .,.y h••• been returned to!:u by th• juri•diction, •·· c.111 ar !::ll@( ?fAQ ·to facilitate r.checll:in9, pl•••• identity. nex: to ••c~ circled it••• th• aheet of th• plan■ upon vhich ••ch correction on this ■heet ha■ been Mde and r•turn t.hi■ chack •h••t with the revi ■ed plan•. Indicate on plan• the na .. of th• let•l owner and,.. .. ot per■on r•■ponaibl• tor the preparation•' the plane. sec. JOZCbJ . /. I □ APPLICANT COPY 0 CITY COPY D PLAN CHECKER COPY Sub•it. tully di .. naion•d plot plan drawn to seal• 1howin9 loc~tion 1i1e. and u•• ot all exi■tin9 and propo1..:t ■tructur•• on th• lot. Identity P[OPl($Y 11014 and ahov lot. di .. n■lona and all eaawnta. Shov location ot all cut or till 1lopea and approxiaat• tini1h floor etevationa tor all atruct.ur•• and ahov •l•vationa at all com•n. See. lOJCbl 7. 1 t.lOl.cJ(1 ~ 1,:'. l..61 "'5Pl..lT TO OCl.u"-AuO Q.isl;\u1r.>£D '2.·l-1~ \A.IALL. i..a:ATIOtJ tndicate distance troa center-tin• ot 1trNt or all•Y to pro~rty lin• and distanc:11 tra. curh to property 11,ae. sec. lOJCbl7 Plana, specitication• and calculation■ ■hall be si9ned by a California State licuaed. en9inNr or architac-t. (c■lilomia lt1•.i~••• and ProtHsions CodeJ D. P[R .. PROTECTIO~ ~- t· §3 /'c._ f. f· t· ;.. f· I· I I· Walla cla••r than 3 tfft to propany lines •~all be one-hour tire-rated construa:ian. h••• no openiaCJ•• and sh.alt have JO inch parapet.a when Che buildin9 tloor area •xceed• 1,000 aquare teet on •ny tloor. (Table 5-A Sec. l709<aJ Projection•• inclucUn9 HVH·. uy not ut•nd ear• ChaA 12 inches into the l foot set.baa froa the property Un•. sec. 1710 &nd Sec. 504(bJ Projections. inclucU.n9' Hvea. shall be oa- hour fir••r•sistiva conatruc:tion, heavy tiaber or of nan-combustible aat•rial it they project into tb• J• setback area troa the property line. Sec. 1710 Show location ot ?Cr'IIVlnently wired S.Oke detector. Sec. 1210 ROOM SU:!!S, tICRTc VEJn'ILATIONS AND CUZINC Ono rooa auat contain a ■iniawa ot 150 ,qu.are feet ot superfici•l tloor area. Sec. l207(bJ H•bltabte rooas. ath•r than kitchens. shall c:nntain at least 70 square feet ot floor area. sec. 1207(b) Windov area ■use ti. at least 1/10 ot the tloor area and a ainimum of 10 1quare fnt per Sec. 1J07Ca). Appear1 to be deficient in or.n•Ol■ window area 1n11t be l/JD of Ut• f oor area and a ■ini•u" ot S aquare feet. In bathrooaa, laundry roo.s and ai■ilar rooaa. Mini■w■ 1• 1.s aq.tt. csec.t205CaJ One-halt of all required vindov area auat be openabl• in Provide .. chanlcal ventilation capable ot providinq tive air ~han9•• per hour in b.■throoaa, wat■r clo•et coapart .. nt■• laundry rooa• and si•ilar rooaa U r■q,,aired window• are not provid-4. sec. lJOSfaJ No habitable rooa. other than a kitchen, ■hall be less than 710• in any dlMn■lon. Sec. l207CcJ Show that cellin9 helqht tor hAbitabl• rooa• 1• a ■inl■w■ of,., •• Sec. llj7Cal '·, ,. ,/2. f· r· r· t· D. f· r· t· r r· Show ceilinq neighc for laundry rooms. hallways. corridors, and bathrooms is a minl.mwn of 7'0". S•c. l207faJ Provide JO" clear widCh for water ctosec compar1:mencs and 24• clearance in front of water closet. Sec. l7ll(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such_ as glass doors, glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 Glazing in shower and Cub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(gJ Sleeping rooms shall have a wi~dow 07 exterior door for emergency exl.t. Sl.11 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 20• and the minimum openable height 24•. S•c. 1204 Eaves a,nd cornices may not project into a required yard more than 2 inches !or each foot o! yard width i! required windows open into th• yard. Sec. l206Cdl A mezzanin• is an intermediate floor and may not have a floor area exceeding 33 l/3 percent ot the total floor area in the room below, and the mezzanine tloor must have a clear height ~f 7 feet, above and below,and must have 651 of the long side open to the room below. Th• loft you show does not comply as a mezzanine tloor and is, by Building Code definition, a •tory _____________ _ !XITS1 STAIRWAYSc AND RAILINGS rtoors a.bove the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than J6• in width and not less than 6°-a• i~ height, and shall be capable ot opening ac lease 90 degree~. Sec. 3J03(el Provide J&• high protective railing !or porches, balconies, and open sides of landings. Maximwrt opening between railings shall b• leas than 9•, S•c. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal toot at a right angle to the top rail. Table 23-B Provide stairway and landing details. Sec. l305fbl , (cl a. MaxUlwa ris• a• aftd minimum run is 9•, b, c. Minimum h••d room i• 6 1-,•. Minlllwa width is Jo•. ? Handrails shall Htist'y the !ollowing1 a. Provide handrail tor stairways over JO• high when serving a single dwelling. r· r- Title 24. Sac. T25-22CbJ Handrail shall be Jo• to 34• above Che nosing of treads. Sec. 3305(jl Handrail projecting from a wall shall have a space not lass than 1 112• between the wall and the handrail. The hand grip portion ot' handrail shall be not less than l l/4• nor more than 2• in cross-sectional .dimension. Sec. 3305ljl (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to th• stairway width. Sec. 330S(gl A door may open over a stairway landing provtded the door. in any position, does not reduce the clear area o! the -landing, in the direction ot' stairway travel, to less than one-halt' the required width of the stairway. Sec. 3305(gl A door may open inward at the top step ot' a stairway provided the top step is not more than 7 1/2• lower than the floor level. Sec. J30J(il2 sA. Provide details ot' winding stairway. / a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. t· t· r· 1· I·· 7· b. Maximum rise is 9 inches. c. Minimum width is JO inches. Sec. J305(dl (see attached) Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. )305(!1 (se• attachedl Sprial stairways may not be used !or required exits when the area served is greater ehan 400 sq. ft. Sec. 33051!1 Spiral stairways must have a clear walking space ot' 26 inches between the colwnn and handrail. Sec. JJOSltl Provide I.C.B.O. Reasearch Report and ~umber tor m•tal stairvay, or submit plans and calculations and approved fabricator registered with the Building Department or not• that the stairway fabrication shall be dona under special insp•ction p•r the approved fabrication plans. Sec. J06(al4B and Sec. 306(tl In buildings over 2 stories in height. provide 3/4 hour tire-rated assemblies tor all openings in the exterior wall below or within 10 teet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is •x~mpt. Sec. ]305 Exterior stairways shall not project into the 3 toot setback from the property lines. Sec. JJOS(nl .... ~ •• :,A· /1· A ) :I· ~-)'· I· I· •• 8/· r· ,.. I'· f· f· t,· 1/4· Th• walls and softies of the enclosed ~••able sp.ce under interior sca1rs shall be procec~ed on :he enclosed side as required for one-hour fire-resistive construction. Sec. 3lOS(m) Minl.:!lum construction specifications shall be mad• a part of the approved plans. (See attached) ROOFING Specify roof pitch. Roe! piCch is not adequate for root type spaeified. Specify minimum pitch of ____ _ Specify roof material and application. Specify r.c.a.o. approval numb•r tor root materials not covered in OBC. Specify roof slope tor drainage or desiqn to support accumulated water. Sec. 32071a) Show root drains and overflows. sec. 3207[a) Provide skylight details to show compliance with Sactions 3401 and 5207 or provide ICBO approval number. Provide plastic root panel details to show compliance with Section S206 or provide ICBO nwncar. Show attic ventilation. Mini.nwn vent area is 1/150 of attic area or l/300 of attic• area if at least SOI of the required vent is at least 3~;eet above ceiling joists. Sac. 3205(cl · ' MASONRY Provide fireplace construction details or note construction to be per atcached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sac. 3002, 4,5,6, and Sec. 2516(al regarding cies and t9 wire in horizontal joints or note construction to be peratcached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleanouc openings shall ~•·provided at the bottom of all calls to be grouc tilled over 4• in a single pour. Cleanout shall be sealed before grouting, after inspection. Sac. 2415 Show floor and roof connections to masonry walls. Connection Sh4ll resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar. grout, masonry and reinforcing steel. sec. 2403 Show how masonry house walls retaining earth are co be waterproofed. Provide detail. Note Chae spacial inspection ot th• masonry will be required for ____________ _ C. GARAGE AND CARPORTS l .Garage requires one-hour fire protection on the garage side of walls and ceilings cannon to Che dwelling. Table 5-B Sec.S03(b) 1A1.All elements supporting floor above garage / to have one-hour fire-resistive protection on the garage side. Sec. 503, Beams and poses, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimwn 6• dimension beam and minimum r by a· post. r· •• I 9. 1/3- 1'· Show l 3/S• solid core salt-closing door fdt 6Pihiriqs between garage and dwelling. sac. 503 {di Garages are not permitted to open into a room used tor sleeping purposes. Sac. 1104 Openings ~ecwaen carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage training section, size of header over garage opening, lateral cross bracing at place line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is l 1/2 col or 2'8•. Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the. building. If the difference in tloor elevation exceeds 7 l/2 inches, or it the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door muse not swing· over the depressed level. (see 3303(1)2 and 3305 lg). Provide ts• raised platforms for any FAU, water heater, or any ocher device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) prior co framing platform. P'OUNDATION RE UIRENENTS Note on plans that•A soils engineer shall ev•luace any unanticipated uncompacted fill o~ expansive soil or other soi! problems disclosed during construction•, Sec.306[a)l2. Submit soils classification determination by a licensed engineer or architect -based on observation, tests, borings, or excavations, and containing conunencs on the degree of expansiveness, compressibility and bearing value. Sac. 2905 Note on the plan the soil• classification, whether or not the soil is expansive, and note th• allowable bearing value. Sec. 2905 Th• foundation plan does not comply with Cb• soil report recommendation for this project. _________________ _ Provide notes on the foundation plan liating Che soils report recommendations tor foundations. slab and building pad preparation. Note on the foundation plan that •prior to the Contractor requesting a Building Department foundation in•pection, the soils engineer shall advise the Building Official in writing Chat: l. the building pad was prepared in accor-dance with the soils report: 2. Che utility trenches have bean properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply wich Che soils report and approved plan.• Provide spread footing• for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 ;,', I~. 1/'· 1/•· 0· 130. Show heighc of all foundacion walls. C~apcer 23 Show heighc of r■c~in~ earth on all !oundation walls, Chapter 23 Show distance of foundation co edg• o! cue or till slopes and show sce■pnass and heights o! cues and !ills. Chapcer 29 :.lot• on plans Chae wood shat l be 5• above finish grade. S•c. 24171cl 7. Note on plans Chae surface wac•r will drain away from building and show drainage p.&cc•r~ and ~ey elevations. Sec. 2905(!1 Oim•nsion foundation per Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DEl'TN o, FOUNDATION WIDTH TNICICNES$ ■now NUMIEII TMICXNESS OF ., ., NATUlll ., ,ouNDATION WAlL FOOTING ,ooTING su11,ac:1: ST0IIH (IIICNSI (llldlHI (IIICftH) o, CIOUND AND FINISN CONClffl UNIT UADE MASONIIY (IIICJIHI I 8 8 12 8 12 2 8 8 15 7 18 3 10 10 18 8 24 XOTES: \VherP unusual condition.• or frmt conditions are found, lootinp and fo'1ncbtions 1hall be as required in Section Z907 ta,. The ,rn:1und under the 8oor may be-e11.Cllvatea to the de-,·ation of tht" top of the foorinc. • Show foundation sills co be pressure created, or equal. Sec. 2517(cl 3. Show foundation bole size and spacing. Sec. 2907(el 1,_i. :r· Noce cross bridging or blocking. Floor joists and rafters more Chan 12• in depc~ and spanning more than 8 f■ec shall be supported laterally by bridging ac intervals noc exceeding 8 feet. Sec. 2506(gl Show blocking ac ends and ac supports o! !loor joiscs, and !or rafters ac exterior walls, See. 2506(9) Show solid blocking ac ridge line and ac •xterior walls on trussed roofs. Sec. 2506(gl Show double joists. Floor joists shall be doubl•d under bearing partitions running parallel wich Che joiscs. Sec. 2518(d) 5 Show ratter ties. Ratter ties shall be spaced noc more Chan 4 !eec on center where ratters and ceiling joiscs are nae parallel. sec. 25181hl Show ratter purlin brac•s co be not less Chan 45 degrees Co Che horizontal. Sec. 251S(h) Show 1/2• minimum clearance between Cop place of interior partitions and boccom chord of trusses. (To ensure loading will be as designed.) Show double Cop place wich minimum 48• lap splice. See. 2518(gl4 Show nailing will be in compliance with Table 25-P. Provide fire stops becween stories, between top story and rcof space, ac ceilings and floor levels in interior and exterior walls, in mansard root or eyebrow so no concealed or furred space is greater Chan 10' horizontally or vertically, between stair stringers ac cop and bottom and between studs along and in line with stair run adjoining stud walls and parCiCions, ac perimeter of sliding doer pockets, between chimney and wood frame using metal or incombuscibles for the fire scop and ac ocher places Chat could afford passage of flame. Sec. 2517(!) Specify size, ICBO nwnber and manufacturer of powe~ driven pins. Show edge and end distance and spacing, Sec; 306(f) 172 Show size, im.bed:rnenc and location of hold Show scud size and spacing. Maximum allow- able scud heights: 2•x••! 16• is 14': 3•~4•,2•x1•9 t6•o.c. is 2~•~ Sec. 2518(gl2 it. iJ~- 0· fo. :/'· r2. I. 1/0. 1/i. down anchors on foundation plan. Sec. 2312(!) Noce on plan thac hold down anchors muse f 3 • be Ci•d in place prior co toundacion inspeccion. /.!t'.f .~>,.. I~!~ r,.:>,/~!t\'ifti of Compli•nco for glued laminated wood members shall be given co Che Building Inspeccor prior to erec~ion. Sec. 306(fl Sec. 2312(!) Show adequate footings under all shear walls. Sec. 2lll(e) Show stepped toocings tor slopes steeper chan l:lO. Sec. 2907(c) Show minimum ta• clearance frcm grade co boccom of floor joists and minimum 12• clearance to bottom of girders. Sec. 2517 Show pier size, spacing and depch into undisturbed soil. Table 29-A Show minimum under floor access of 1a•x 2••· see. 2517 Show minimum under floor ventilation equal to l l/2 sq. ft. tor each 25 lineal feet of exterior foundation with openings as close co corners as practicable to provide cross ventilation on ac lease two apprcxima.ce- lY opposite sides. sec. 2517 FRAMING Shew all joists. ratters, beams, and poses 2• co 4• Chick Co be No. 2 Grade Douglas Fir-Larch or better. All poses and beams 5• and thicker shall be No. l Grade Douglas Fir-C..rch or better. (Table 25-A-ll Show wall bracing. !very exterior wood stud wall and main cross partition shall be brae~ ac ••ch end and ac lease •v•ry 25 f•ec of length with lx4 diagonal l•C•in brace or equivalent. Sec, 2518(gl5 1/1. Detail all pest co beam and pose co footing connections. Sec. 2517(c) 4 Specify nail size and spacing tor all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,Kl. Show 3•x4• or 2•x6• scuds of three scary building. Provide truss deCaLls and in Urse story Sec. 2Sl8Cfl truss calculations. J Provide root framing plan. Sec. l02(a)7 Provide fra.au,ng sections through fAP"t WALL [1, tt& °?) f,zom fouNo 1D Roof' Jo. ::::~;; :~~(::a:er sizes tor opening over /~ 4' wide. Sec. 2518(gl 7 /1. Provide calculation• for __________ _ ij2. S•ction l02(al 7 In are•• subject to water splash and in •xcerior locations, wood column■ and poses shall be supporced by piers projecting ac least 2• above che fini•h•d grade and shall bear on a metal b.l.•• plate or created wood unless Che columns or poses ar• foun- dation grade redwood or cedar. sec. 2517(cl4 , 1/l• 1f. I,. y'&. if· /sa. )··· yo. II. J. ShO\ol location ot attic access with minimun size 22• x Jo•. Sec. 3205 Show draft separation tor attic areas in excess ot J,000 sq.ft. Sec. 1205 Show drstt seoaration. tor space between drop?•d ceiliftgs and !loor above in axcess ot 1,000 sq.ft. Sec. 2517 Spect!y plyvood grade and panel indenci- !tcation index. Table 25-J When root pitch is less than l:12, design ridge as a ::,eam. Sec. 2518 (hi Woad shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516Cbl Shov access to the attic or under floor furnace to be minimwn 30 inches by JO inches. Sec. 708, 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, Sec 708 UMC Show permanent electrical outlet and lighting !ixture controlled by a 1witch tor the attic furnace. Sec. 708 UHC Show details to comply with Section 109 tor furnace under the floor, Section 708 for attic furnace, or Section 710 tor root or outside furnace. Note on plan. gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each !loor or ceiling. uac Sec. l706(al~ Gypsum lath and plaster. gypswn sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELEC"l'RICAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I Code. It cripple wall studs are less than 14'", ~ framing shall be solid blocking. Sec.25l8(gl6 1~. Cripple wall scuds exceeding 4 !eet in 2~ height shall be J inch by 4 inch or 2 /-• inches by 6 inches when supporting 2 stories, Sec. 25l8(gl6 Show plywood sheathing over exposed eaves, or ether weather exposed areas, is exterior grade. Sec. 2517(gl 3 Show a weep screed at the line on all exterior stud stuccoed. Sec. 4706(el foundation plate walls to be Provide an approved waterproof building paper under wood siding. Sec. 17011a) Specify an approved flashing tor exterior openings a.nd parapet walls, Sec. 3208 Show corridor width to be minim.um 36'". Sec. 3304(bl Specify truss layout tor Jo• x Jo• attic access. Ridges, hips, and valleys shall be at least one size larger than supported ratters. Sec, 2518(hl 3 Provide metal st.raps across ridge beam and ratters. ~NICAI. . 2 . ~ @. Note on the plan the amperage of electrical service. I! the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes ot all conductors, switches, circuit breakers, !uses, and conduits. c. Approximate length of service teeders, d. Provide plot plan showing services, •• all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(sl • Dwellings req~ire minimum 100 amp service, ~,t_ec'lriR;:hot all electrical Er:~trica"t":eceptacle locations receptacles. and/or spacing is not ~dequate in _________ _ At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-2S(bl Sbow minimum d:we11fng Jfg;htin; CNEC ~hltll~ CI -!bl:) Art. 210-261al and GFI'S in garage, bath• and outdoors. NEC Art. 210-8(al. Note •uFER• ground to be provided (NEC). Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Unitorm Mechanical Code. / @l I f'· .!,.,. PLUMBING (Unitoria Plumbing Code) Show the size, location and type ot all heating and cooling appliances o~ systems, Show source ot combustion air tor furnace will comply with Chaper 6, U.H.C. All plumbing shall comply with the Uni!rom Plu.mbing Code. ,.16. Show water heater size, cype and T' location on plans. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature ot 10• F. at l feet above the floor in all habitable rooms. Show basis tor compliance. uac Sec. 1211 ,s,. 'Ji•· Show minimum 10• deep unobstructed working v{9, space in tront of turnace. /;;__ Note on plans.clearances to be per manutac-~--curers listing, Sec. 704 UHC Furnace shall not be installed under any ~ stait1i1ay. Sec. 704 UMC 24 • Furnace shall not be installed in any l bedroom. bathroom. closet, or in confined 24 • space with aec:e1s only througt, such 700m, unless specified a■ direct vent appl1anc:e, enclosed furnace or electric heating appliance. / See. 704 UMC 4. Shov ICBO approval !or prefab fireplace and provide approved installation instructions at job lite. Show method ot providing combustion air to !uel burning water heater. See. 1307 Fuel combustion water heater 1hall not be installed in bath or bedroom or in a closet opening into bath or bedroom, Sec, 1309 Provide adequate barrier to protect water heater from vehicle damage, See. 131.0 Show T and P valve on water heater and show route of discharge line co exterior Sec, 1007(e) Provide dryer vent to outside. UMC Sec, 1903 Note on the plan that hose bibbs and tawn sprinkler systems shall have approved baektlow prevention device•. sec, tool Shower stall shall accomodate a JO•circle and have a minimum floor area ot 900 sq.in. UPC 9091d) L f r I t 0· i i 0- t· ,4,. Jj,. 1•· I ~ [3!j 1::"SUt..\TtON I OUl't.µp I JhOIII JaC£LlS at duple• :a..-an ,p.r'Cyl ~Jlls £nd !!aor.=•1l1.na .1••~•ol1•• ca .sc:~1•v• .s Jaund ~r~naau.u,an ~~.u• ! ~TCI raCLIIIJ 1.n -.,•ll-• ot 111 •1~1.bl•~• .ind .lft C•JMC:'C Cnouiac1.an ~L••• t rt..::1 r~c1.nq on tlaur. c:■1.L1.n, of ~a ~llfCLOL••· T1cl• 25 ShO'lf now pen•cracian at •••-011•• rar p1p1.nq. ■1eccr1al d■v,c:••• rec•••• ao1n■c1, !Mcncuo•. sotfics. ar ~■ecinq vN1c.a.1ac1n,. or exn.11ac duc:1:s snaU tMI 1Nled, t1.ned, or inauL.aclld co u1nu.a.n t'ltqU,J.t'ad sound cran .. 1aa1an rac1.nq. Ticl• 25 P~OYld■ 1naulac.a.on Ln w.all• Md C.LLLIUI' co 11c:ni■ve STC at 10 b•~ ••r•cr• and 11.vtncr·•n• it qar•cr• 1.1a• 1.a nae c:oncrolled by r■■Ld■nc TiCL• 25. DIDCY COIISERVAT!ONr ., .. _ lie.ad New St.ace Mandated J199ulaCiona fCalif. Admin. CodeJ tMc: ... etfec1:.iY4t Jun• 11. 1913 and r~uir■ th•t t.n• dea19n satiafy one of t.Jle altern.tiv. •nerqy p.ackaqe• lae• attached pack.aqe• A. a. c. 1. 2. ). 4 and AB 16)). n. la"' also r~u.i.res that uny unUt.ary consvrvation items b• satiafied. _______ ,sin Zan•-· Copies at th• Residential En•r1JY Con••rvatian Manual uy be obta.ined fro.u Public•tion• Unit. c.a11torni• En•rgy Comaission, 1111 Hove Av•• MS-50, Sacra1Mnto0 California 95125, (Tel. (9161 ,20-,21,1,. C.lifornia Buildi.nq Official• also maintain a t•lephone •notlin•• betlM■n 10100 A.M. and Nooa and 1100 P.M. to 4100 P.M. at (916) 456-3123. J!hov on the ti tl. •htt$ al_lh« Pl&A•• the altern•tlv• •n•rqy paci.9'• that •• selected i.•. A, 8, C. 1. 2, l, •• or A8 163 to 1how coaplianc•, and provid• calculation■ and other Uta, appropriate to that ••l•cted pacUqe. Th• r•aponaibl• d••i9n•r should 1ign a 1tat ... nt, on th• ~Ian titl• sh-to •n• desiqn su.baitted substantially confora■ to the En•rqy Requlation■ for R•■idential Buildinq••• Sh°"' th• •a• value for the v.11• and ceilinq and related areas. Note that th• in■ulation uaed shall comply with California Quality Standard■• Not• th• insulation in■taller ■hall po■t a signed certific•t•• in a con■piciou• place in th• buildinq. ~tatinq th• insulation co■plies with Title 24 0 Chapter 2-53 and Title 20, Chapter 2, SUOChapter 4, Art.icle l. Note door■ and window■, includinq ■kyli9bta, between conditioned and non-conditioned space ■hall be fully veather■tripped. Note on the framing plan that -•th•r-stripp1n9, caulkinq or sealant• ■uat be ~•ed to li■it filtration in th• lka1ld1nq envelope, •t th• tollowinq locat.i0Ae1 Ext.•r,or joint■ around window■ and door fr ... ■: betw••n wall sole plat■■ and floor■• and 1.>1.:t'W<iren ••~~r,or wa,, pane,s; pen■crat1on■ ,n w•ll■• ceilinq■• and floors ror plwnb1n9, ■l•ctricity. and 9a■ l1n~s; op~n1nq■ in attic floor■: and JII other op•ninq■ in the buildin9 •nv~lop.,. Not• that doors and window■ to be certified and l•o•l■d a■ coaplyinq with the cner9y lle9ulat1on■• Not• fan■ ■xhau■tinq a&r to hav• back draft daapen. I'· Note at the t,!t ■rtor wall fireplace •rir•plac■ to have •1n1aua 11x 1qt.1•r• inches of out•id• air: co hav■ 9la■• or -■tat door cover1nq the ■nt1r• openinq of the f1r■box: to have t19ht~fittinq d••P•r wich readily acc■1■1bl■ control and should not have a continuou• burninq pi lot 1 iqht •. Note ducts shall comply with Chapter 10 • 1976 UHC and shall be ti9htly tealed "'ith -■tic or tape. Note •t the wat■r heat■r location •w.t•r he■t■r to have wrap ot R-12 ■xt■rnal insulation•. Not■• where wat■r h■at■r is in unconditJ.oa.l SfJ«Ce, the first five f■et of outlet ~ipe to have R-l wrap. Noto all circulatin9 hot water pipe■ in unconditioned ■pac■■ ■Mll be in•ulated. Note that all qa■ tired heatin9 and coolin9 applianc••• aha...r■ and faucet• shall coaply with the !ner9y !fticiency Standard■• ,,,. Show, at bath and kitchen, that th■ 9an■ral li9htin9 shall have an ■ffici■nq, of not l■■■ than 25 luaen• per w.tt r·· /.,. r· zr· i.e. flor■sc■nt. Not■ that heatin9 or coolin9 sy■t- (excopt heat puapsl shall have an autoaati~ th■r110stat with MChani■■ which can be Nnually proqra-■d to autoaatically ■et back th• thermoatat set point• tor at l■a■t tvo periOda within 2◄ hour■• Show Ute size. type and location of the space he■tinq (or c:oolinql sy■t- and provide ■ner9y calculations if the 011:put ITU/Hr. ■xc:■eds 45 • 000 ITU/llr • output. Dow •• and ..,.,. for PAO and -c.er t.eacer an • It.at.• a....,... U■c. Oucdoor poa,a w,ca !o••il fuel b-t•r• recu.a..r• poai c:ov.r• a• ... 11 •• oc:ser .n•l'ff sav,n• device• sue.,•• c.-. clocaa. ■ca. ':20-l401 MISc:;µ.AHEOD'S Show a minimum 2• air space and flashing between planter and bu~ldia9 walls. Sec. 2517CeJ Specify material Cob• used under th• shower tile. Sec. l707CaJ Specify lath and plaster to comply wit:.h Chapter 4 7, UBC. · T\ro l/4• copper pipes nw•c be inatall■d trom water heater location to canveni•nt location at future solar panels !City Ord.J Provide sleeves (:oof jacks) in roof for two fut~r• l/4• copper pipes to ci..nvenient location of !uture solar panels (City Ord.I Not■ that solar -.,acar i,ipinq is to be in■uhced in ar■•s thac are not ~■aced or ~ool ■d. (City Ord.I 0 ■u~ldin9 plans are substantially correct and c0111plate. 1y, _______________ _ O.te1 ________________ _ Q luildin9 plan■ would be substantially correct end COfflpl•t• is minor corr■c~ion■ are ude at counter. •v•----------------- 0.at•• -----------------Ii Buildinq plan• r■quir■ .. jor corr•ctiona and c0111pl ■te plan recheck, by plan check •n9in■■r, is required. •v• WV tmlhtH, 0ata1 AfC:tk lkr 1'18S: rt you have any quest.ion■ reqardin9 this plan check, pl•••• call &/tN .. 5ho. )¾zS We vould allo be pleH-«i to ... c with you. at no ch~rt•• it additiOAal aasi■tanc• ia needed. ( . Date, 4-12-8S' Jurisdiction {tl:fi s BAP Prepared bya tdtt-H Ai-11i,a VALUATION AND PLAN CHECK FEE C Bldg, Dept, O Esgil PLAN CHECK NO, 85 -I 74 BUILDING ADDRESS --!a-z._=~<=4~<'i,__-"!£=V.~A~I\J~~-"'=='-------------- APPLICANT/CONTACT l;:?!3~ef f ARDH/1 BUILDING OCCUPANCY 12-) t!lfl FY TYPE OF CONSTRUCTION __ V"-'-y,,._ __ _ BUILDING PORTION BUILDING AREA I"'•·"-ll-t10,h 2,_,7 rt\ C,,re_A,r,,e, r.J..-::Z. 111 -(~LJ,. -~ ( ~' Air Conditionin~ Commercial Residential PHONE NO. 457 -51'2..l,, DESIGNER PHONE. _____ _ CONTRACTOR PHONE ____ _ VALUATION VALUE MULTIPLIER 5~-l"fl,l"2 f_ \ 3 -,,.,.1;9 l'!,rA ·z__10D . @ ,. Iii Res. or Comm. Fire Snrinklers Total Value fee Adjusted To Reflect @ 2.L,ta 3 q 5 D Energy Regulations (fee x 1,1) □Handicapped Regulations (fee x 1,065) Plan Check f ee,_L$ __________ ~---------"$ __ 4r..5_._5"u,_3 ... 3..,_ __ CO H HEN TS,._·----------------'--------------- 8/4/82 I 1 • .. ' \ -------·-------------------------r--- - PLAN CHECK NUMBER /s-179 ADDRESS ,23f;~ TYPE OF STRUCTURE,_~;5;;:3:~;1~Q~~w~:S:.,!;t:._::___ DATE Pf// PLANNING: ZONE: ----- IX ..... a SCHOOL FEES: SAN DIEGUITO ~ ENCINITAS ~ CARLSBAD. ______ _ % COVERAGE. _______ --,-__ BUILDING HEIGHT_.....,.4--l-+-1-+----- FENCES/WALLS_1_1/"""fl,C;:::::--- TWO CAR GARAGE._~::,oi~-4'------ SAN MARCOS_-____ _ REQUIRED SETBACKS. ___ _ FRONT Of:;_; .fii ~ SIDE &c> • et-:imJ REAR ?,~ ~. > ~ COMMENTS: ________________ _ ~~ ~ □ REDEVELOPIIENT A?PROVAL REQUIRED: 6~ □ . . ---------------""---...,_ ~s-o . 8 ~ LANDSCAPE PLAN COMMENTS: ---- IX ..... 3 ..... a:vmer:MENTAL REQUIREP __ : ------------------- ADO! TIONAL COMMENTS'-: 5;;... --~---~+c'-'&i....._ ... pp ..... f_.::::;Co...a.««z\:......,..._• ___ ~.___· __ 41--4/ ... .,:,..._/ ~-'----- OK TO ISSUE: . &a:: DATE:Tul{J~~K TO FINAL: ___ DATE: ___ _ ENGINEERING P,F.F. /V'[) R.O.W: EX1S[(IJ6, LEGAL DESCRIPTION VERIFIED? QK A.P.N. CHECKED?...!:::'. PARK IN LIEU -~/VO.::.... __________ _ IMPROVEMENTS: Ex< s rr JV c; ___________ E.D.U: N,,"-~'-l------- SEWER: LCW LATERAL: _...A?..,../4'-"A..._ ______ _ GRADING PERMIT: Geld. cleJ<- DRIVEWAY: .LD<..:t,,;;=--------- ~ i DRAINAGE: A#; C10t/,'( '\ R?: r <Ac•: ~e. siAak. pc-~ I; ,k,,1A1pEe 1Al4 /IJ;,f[CV ......... UIX ...,_ EASEMENTS: __________ ADDITIONAL COr-tlENTS: ------ l2. □ 8c:i □ ~ 6-□. ----------:--------------------- 8~ OK TO ISSUE: BROe-~ DATE: "f !S·S-S- * ENGINEERING INSPECTION RE~UIRED:~yu;efi_...:;. ___________ _ PUBLIC lo/ORKS INSPECTOR: _________________ _ FINAL OK: / , DATE: __________ _ * IF THIS I~S laT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS . {DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFO~NIA 9_2075 i JoB-~~~-c.,,~A~ __ ,_/~M~~o_c:._·"'--'~T ______ _ I SHEET NO.---------QF ______ _ CALCULATED BY _______ DATE ______ _ CHECKED BY--------DATE _____ _ SCALE 7=F ;~i~Fec ! +<\i _r-r • i~~:(+i> • .. le, L. l · : ~-~ ... ·-:-........ : :::··::··:·· ···· :::M!s r . ~;.;- •·i··· .. ,:·••· •. .j, ,., • '. I ·1 l.oA--O.~ ' . . . .. ··•··r· . FtN1 :s 1-( . !. p~ w 0. () y.::,i ! f fi,,l! fl,t C. i I : Cr-; I J···· , ....... . ; r··· . 11.0 (?~ F /r,. cJ •• ➔ ; /,~ ' '1,' 0 '~. ( !:) . ,.,, . "Z, i /, 0 lo. a 4a '.o o. (, . t-L 7• l ~) l>) SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 : ;· • . ; ·• I I ~~·~ T' 'z, : . l ; . . , , ' I ~(IAN '--r'7/ • •• •-• = • • .. ~.-~ ....... f l-•• , , ? 3 ;(. 3,r Fr , +?,<;; /I - ,1..-,,-z./1:,.. 'l-sr, > . 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Box 517 SOLANA BEACH, CALIFORNIA 9 20 75 JOa ---'-B"-/L'--~~~A--+---,/_k~_D~G=-'=7"~/~T ______ _ SHEET NQ, __ 4 _______ QF ______ _ CALCULATED av _______ DATE _____ _ CHECKED av ________ DATE------- SCALE ~) .AJe-n. ~A--rl-Arl'---p :~, r.<:~6> .. d .... k '.t ~-r [A)~!.£_' X 5oft .. , ~ .f0 !p/,i J l. L /-z."/, : i i ! .. j ...... j .... T 1-i+ .·-z. 1~. H ! ,Z.~z_/o ..... i" ............. f.. i ........ 1•··· ··•!·•• ...... i i ! j .•.. , ,; ........ ,j,, 5 • ? '2 / · 1 "'-;., '. y 5 f z. ~ ..&c:o.-r A 7. ~ ...... l -~P ~ ==-. _;-~ I . I I CAN I =Z--,X._1, -:Z.,. ~ •. L~ .... ~~-·~_!';_-:-_~ OIL ·; . . f ~ I s p A-N z I&, r · i c.4-d . b OC) rz_ w~ f.f x..., 3Sf."-n z .; /&opl1 1 ,. J /4-1. (/1:, . . ... :. .!.. . .. . . rt ~t i.-o . > 4i_.4-~i V 1'1--~o A_ 1'1,1 .,:_1,, w, (t,C;'/7,). W,.,, IZ'x :3 f f.,,r t <g K l:$f>f +-c,.C,7x-.)'ops-r-+ 1~ 7 717*/, )l .•.I .:',) ,, -! 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I , / ,r -~•, ' .. · .. J00 ___ A_-12-;_;;__co::_f!::/'l"""--__,____,_T ___________ _ ~ SHEET NO.--=--------QF ______ _ CALCULATED BV ________ DATE ______ _ CHECKED BV _________ DATE ______ _ SCALE I '1 '· W r,Ot£ ---<., I £ '· 0 G-~ p ,. ,tt -r-TVf. 'f . e.onvH . = SOWARDS ENGINEERING P.0.Box517 SOLANA BEACH, CALIFORNIA 92075 . . -1 ~[ lt<;q 0yr:]( ,;r>-,f -!-; i i i •.. .. . t I .. ...... ;... i c-a.o C--A-_I A rZ.. o ctJ r JOB--"-'--C..---1.------'---------- SHEET NQ, ___ l.-_-_& _____ QF ______ _ CALCULATED BY _______ DATE ______ _ -CHECKED BY ________ DATE------- SCALE . w.,,._ ... ~ "-<X,lf • f t,.J TG,-pr-1~ 'Jt;f~{t: ~ { ~}~~ ;< --/,; ~r ,< ! 4(.,,' · z ! ! : : . •• f· 5ct Sl-'1 1_ l o, > nu r.,,, n ;, ,..J . ·•-........ ,-.. t• i ...... 1 /.IJ ~or ti 1,. -t;2, 0 ()0 (\., .76 / 1.,. · -z-\J ~ f3d)·o • ... ••••f'•••••· .... l "f .,8_. Z / E> ... ... ·• i ·: !-•• • . ~ ' ., 1,,v,· .. t.,l,· . l 1 1 (?, ~H'3:. w1, 1:;77.J • n ,z., 1oE osc.. S.o .! ~ ~.! P".- • (/$U~ -N SOWARDS ENGINEERING P.0.Box517 SOLANA BEACH, CALIFORNIA 92075 600 I ~; -z..l JQB __ er:::_.,_r.-J/!-'t-~_1-e_~'-··_-_, __________ _ L-"b SHEET NQ, _________ QF ______ _ CALCULATED BY _______ DATE _____ _ CHECKED BV ________ DATE------- SCALE F ... t · e;r---r: ,c. . (4-' "i U ' : ::: ' --Z.~81 ' ti \ !-, •··•··!-'' ·• <; ~-~o.-/J..1--{ w/ µ..sr 4-t wA--t-{_, 13t:.T'tJt:fJ..) _HJr 'PoA-rH 4 ,CLt1ScT. V&n-, f ~ 1~'11.-' k,'7_:'L,·· ~c. :2 r-,,f' ,_ --Z-&r41r 1;· t. ?Jr-/l~ ~ 1,.G, I f '. t u' .. , ., ..... T ...•.. , s ~ 1,V 0.,J._,(_ l't II -So· U-, (l ( I 5 ~ . ._,, J a./. . ./ Lv 1L-1./1 F .,, , o 'K , 3 y ,; .. r (> F· ~ (.)..) 1J-f Fi:l 1•-1 Q .._,, ""CnCT ltiLI '~ l,c, C.-. -01171 F . ._, . g '. <; y I (p Y-s-' \ r✓ r-· ~ 1Y'7" 71--f ;_-.. z-I ~( .b -zJ---,:_. 7 I \-./ --Z.,.) [ p I . 3 e •. 1, (,.. ) I v /• ,_ ? ·'/Lf.f rp /. , ~(,',A../. 'l-1/' E$12o c..4. I A-12-o C,1-rr JOB--~-~~~~--~~--~-------- SOWARDS ENGINEERING P. 0 . Box 5 17 L-4-sHEEr NQ __________ QF ______ _ SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY _______ DATE ______ _ CHECKEDBY ________ DATE ______ _ SCALE -~ 07 T IJ.) ,J.).. ; F 2,17 ><-If(; l?5? i i i • , . I ' : . <11-"~ , ')-? 7 f2-/ \ . i ~ . : . : .f! {6 ! . 0 I' -C P;., w o..z.1· (1 -rJc,,-0 . F-~ r,f ~(71~_1,1;) t 7 ~'2-& x__ Cf 'L ~~, ~:{,~0 ; ~ ,I i7 r/; ~--: •·A'· ia+l, 5 ,01;c 'I:., Li r 1v J n ~{..,=:: 1 t-t.J I . f . 'BfJ-o t-A / fl f U J t-:,1,J T JOB-------1..----'---'-''-----'--..::::..:...-'---'-------- SOWARDS ENGINEERING P. 0. Box 517 L -t; SHEET NO.--------QF ______ _ SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY _______ DATE _____ _ CHECKED av ________ DATE ------ SCALE j ! ••·•·•··•1 ! • •••. 1 ........ .j -NO MH VJ MA, c1.-Att-· . . •·· •· i : ' . ' ' ' ' ib ''J~iz 1'i~ 0 ),(.) ? -z-1i~ #-. f ~ q.x~I ~ ..... t· ~~f .............. , .. , . ~ \~.,:" ~ W-0 :va . , ..•. •·• ·1•···· ... ! -So. wd (c,;..r-2.. . •..... ··• . f °'" tur f + I b 'y 2-.r ' x r,_o ~ J&,, ~ ._, 0 I ' -N () . w v..J L-v fl,-, . r~ {~-~;¼+ ,~i4)ts:Ot~F t 9£J.:t~:: 4'25-0~ . •····· .:. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 . ' ' :, i : ; . JZJ(z r,t 4-l s--;o ::z i i ! i ·! '~;J'' .' ! ' . ' F ~ 1 '/.. 34-)(.. s .o + -w (? g ..f. ?,¢--,'1_ JOB ------'-8"""'/Z,::J=-=C.-"-A,.__ ___________ _ SHEET NO. L -b ________ QF ______ _ CALCULATED BY _______ DATE _____ _ CHECKEDBY ________ DATE------- SCALE ·1)--'-:. ~'1~'2... /O,<; .,-r. ... 1 r--/'. <...{'... u r e,vv-.._, -} f ~ lo '~ 7-G.':;f,o f -Z56o i = I . .. r . vS~ 5~ ''c.'-' -w ~ 6G rz.v f:--t>..__, !~•/I ' ef., /c,,1 T t=----,. ( &7.X: l ~->(. ~•Of~f . T~ 1/t. >< cJ )( 7 ,$"~ -+-~', )(,::, ::: ~ ~y 0 "Y-"-z. >'51o .....:.__.. . -:: ,,.J -! I A (I -y~o--v C I ..:,J 0 ,,: BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS !Hl40 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 April 3, 1985 PHILIP HENKINO BENTON PRl:91Dl!NT • CIVIL 11:NGINIU!ft Broca Development Company 9404 Genesee Avenue La Jolla, California 92037 Subject: Gentlemen: Project No. 85-3-14F Limited Soils Investigation Proposed Duplexes Lots 121 and 122 of La Costa South Unit No. 1 Levante Street Carlsbad, California Tl:Ll:P'HONI! ('/9} 1!!18!1-UUIS This is to report the results of a limited soils investigation conducted on Lots 121 and 122 of La Costa South Unit No. 1 in Carlsbad, California. The objectives of the investigation were to determine the existing soil conditions in the upper three feet below existing grade and the expansive characteristics of any clayey type soils. Four exploration pits were excavated by hand to a depth of 3.0 feet below the existing ground surface at the locations shown on the attached Drawing 1 entitled "Location of Test Pits". Undisturbed samples were obtained using a special hand drive apparatus and loose bulk samples were also obtained and delivered to the laboratory. The soils were classified using the field identification procedures of the Unified Soil Classification Chart and the log of the soil conditions encountered in the exploration pits is presented as follows: Pit No. 1 Depth Bel ow Existing Ground Surface in Feet 0 -0.5 0.5 -1.3 1.3 -2.8 2.8 -3.0 Soil Description FILL -Gray brown and light brown silty fine sand (dry, compact) Brown silty fine sand with clay binder (dry, very firm) Brown fine sandy clay (moist, firm to very firm) Brown and yellow brown fine sandy clay with small pockets of clayey fine sand (moist, very firm) Broca Development Company Project No. 85-3-14F Pit No. 2 3 4 Depth Below Existing Ground Surface in Feet 0 -0.3 0.3 -0.8 0.8 -2.5 2.5 -3.0 0 -D.3 0 -1. 5 1.5 -1.8 1.8 -2.8 2.8 -3.0 Laboratory Tests -2-April 3, 19B5 Soil Description FILL -Gray brown and light brown silty fine sand (dry, compact) Gray brown silty fine sand (dry, very firm) Brown silty fine sand (slightly moist to moist, very firm) Gray brown silty fine sand with slight clay binder (moist, very firm) FILL -Light brown and light gray silty fine sand (dry to 0.8 foot, then moist, compact) FILL -Light brown and light gray silty fine sand (dry to 6 inches, then moist, compact) Brown silty fine sand with slight clay binder (moist, very firm) Gray brown and red brown fine sandy clay (moist, firm to very firm) Yellow brown clayey fine sand with pockets of fine sandy clay (moist, very firm) Laboratory tests were conducted to determine the dry density, moisture content and expansive characteristics of the fine sandy clay and silty fine sand with clay binder. The results of these tests are presented as follows: Percent Expansion Under Unit Load of 500 Depth of Moisture Dry Pounds Per Square Foot Pit Sample Content Density from Air Dry to No. in Feet % dry wt lb/cu ft Saturation 1 1.0 6.6 113.8 0.34 1 1. 5 20. 7 99.3 6.77 4 2.0 24.6 97.7 6.99 Discussion and Recommendations It is concluded from the results of the laboratory tests that the fine sandy clay encountered between 1.3 and 3.0 feet in Pit No. 1 and between 1.8 and 2.8 feet in Pit No. 4 would be considered a "critically" expansive type soil. However, in that the thicknesses and depths below the existing ground surface of this expansive soil are variable, three types of special design are recommended: Type A is best provided the footings are placed and reinforced as specified under Type Band C. BENTON ENGINEERING, INC, Broca Development Company -3-April 3, 1985 Project No. 85-3-14F A. Raised wood floors on continuous interconnected footings are nreferred to concrete slabs on grade except in garage areas. B. Vicinity of Pit Nos. 2, 3 and 4 1. Use continuous interconnected reinforced concrete footings, where possible, and place these at a minimum depth of 1.5 feet below the lowest adjacent exterior final ground surface. If isolated interior column footings are required, these should be placed at a depth of 2.0 feet below the lowest adjacent ground surface. 2. Reinforce and interconnect continuously with steel bars all interior and exterior footings with a minimum of one #4 bar at 3 inches above the bottom of all footings and one #4 bar placed 1 ½ inches below the top of the stems of the footings. 3. If concrete slabs on grade are used, these should be reinforced with a minimum of 6 x 6 -10/10 welded wire fabric and a base layer of at least 4 inches of 3/4 to 1 inch size crushed rock should be provided beneath all concrete slabs. A moisture barrier should be provided above the crushed rock and then 2 inches of sand should be placed over the moisture barrier and below the bottom of the slab under living areas. 4. Separate garage slabs from perimeter footings by a½ inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage slab. Al so,-cut off the garage door stops at least½ inch above the slab. 5. Exercise every effort to assure that the soil under the foundations and slabs has a uniform moisture content, 3 percent ot 4 percent greater than optimum throughout the top 3 feet below finished grade at the time of placing foundations and slabs. 6. It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be provided around the perimeter of the building in landscaped areas. Drainage systems should also be provided to collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements. C. Vicinity of Pit No. l_ (Where expansive fine sandy clay is within 1.3 feet below finished grade) 1. Use the same special design as described in Section A with the following exceptions: (a) Use continuous interconnected reinforced concrete footings, where possible, and place these at a minimum depth of 2.0 feet below the lowest adjacent exterior final ground surface. lf isolated interior column footings are required, these should be placed at a depth of 2.5 feet below the lowest adjacent ground surface. BENTON ENGINEERING, INC, Broca Development Company •· Project No. 85-3-14F -4-April 3, 1985 (b) Reinforce and interconnect continuously with steel bars all interior and exterior footings with a minimum of one #5 bar at 3 inches above the bottom of all footings and one #5 bar placed 1 ½ inches below the top of the stems of the footings. The limits of the expansive fine sandy clay would have to be determined by excavating additional observation pits at the time of construction. Respectfully submitted, BENTON ENGINEERING, INC. By -tJif! ~ ----ef?» ..ez_~ R.C. Remer Distribution: (2) Addressee (2) Robert F. Ardent, Architect RCR/PHB/jer BENTON ENGINEERING. INC. LE.VAt.JTE STlt.EET .... --.., N r-~ 102 -~7 I 04 I I BEi I I I lf.f If\ I I I I I I L~----t_J LeGENO 0 IMdi cq+es ,._ppr-o><.imate. Loeo¼ioM Of Test -Pit O~WN: K. L,Green "oCAL'E: ~ I" •4-0 I LOCATION OF TE9T \0\ TS LOT 111 t I tf OF LA COS"f)... SOUTH UNlT NO. 1 LEVANTE S~ET C~RL'S5AO. CALlFOIC.N \A. PROJECT NO. DRAWING NO. 8S-?)-l4F BENTON ENGINEERING, INC. 1. DEVELOPMENT AL SERVICES BUILDING DEPARTMENT (itp of (arlsbab 1200 ELM AVENUE CARLSBAD. CALIFORNIA 92008·1~9 (&19) 43&-5525 DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS • Oi;APTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 FROM: School District SM! DIEGUITO UNION HIGH SCHOOL DISTRICT © Plan Check No. 8S -{ 70) Name of District Effective Date ----,---------4- Date Plan Check Fee Pd·. Property Owner's Name m-l.,/!-J&:JTD 'Jl\fiS 6'e,; , Project Address b c086 Afr]-. LJA 06LLA CA c::J2037 Project Site Legal Description lot "[2 I Ji-A(C.'67;,... .SOVTH () ~,T P / Project Site Assessor's Parcel No. '.21G->-l Cj()-lS Project Description -Incl. no. of dwelling units __ 1-=/'-------- Department Official Signature Title Date SCHOOL DIS~RICT CERTIFICATION I certify that the requirerrents of O'lapter 21. 5~ of the earls bad 1-t.nicipal O::x5e ror sc:nool facilitl.ea dedl.catlOO of laid aid tees have been sa:t.isfied tor the delS c:ri.t::ed =~§ Coordinator Tit.le 4/23/85 Note to ~iecnt: A review of cne set plans may oe reqw.red by the sc:ncol c.i.stnct. \ f LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SE Robert Se 11 ards No. 755-0085 Service Address : .,.?3 V9 ~ ._....::::::_....;;J.<._..c;_ __ _ Tract Description: lot 122 ........-1a Costa South Ass es sor' s Pa r:ce 1 Uo. ..2.16_-.... 19"""0._-... l...,_6 ________ _ Type of Build~~ duplex No. Units 2 Connection Fee Lateral Size~--611 _ 811 _Saddle_ Easement Connection pre-pd $ 1,200.00 ( 400.00) Extra Footage: @ $ ____ Extra Depth: ___ @$ __ _ : o'CV) · o-Ci Amount Rec'd $1160 Ck. No/Cash /', Date 1... ' - Rec'd By . . . ). Lateral Fee Prorated Sewer Service Fee Tota 1 $1;.i 6a·00 • I The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street {or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED .... The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually conrnences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is to the conditions as stated . correct and agrees ~o Y\ \.. ~o >VY) ?-\ . I o:i,,-16,;1;;2~ i Account No.