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Home My WebLink About2704 LUCIERNAGA ST; ; 85-419; PermitU) z 0 ~ a:: -c ... u "' 0 a:: I[ 8 a:: "' 0 ... 5 • ii "' z 3 0 z 0 ~ U) z w IL 2 0 u U) cc "' "" a:: 0 3 il D I hereby affirm that I am licensed under provlalona of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. L,c No ______ Class I hereby alhrm that I am exempt lrorn !he Conlrac· lor's lteense Law !or the foOow1ng reason (Sec 7031.5 Business and ProtessKins Cade Any city Of county which re,. quires a perm11 to construct. alter. improve, demolish, or repair any structure, prior to its issuance also requires !heap• phcant tor such permit to me a s1!lned statement thal he 1s hcensed pursuant to lhe provisions of the Contrac!Of' s license Law (Chapter 9 commencing with Sectt0n 7000 ol 01v1s1on 3 ol lhe Business and PJolesswns Code) or thal 1s ex· empt lherelrom and the bas,is for lhe allegeo exemption Any Vlolahon ol sec110n 7031.5 by an apphcanl tor a perm,1 sub· Iecls the apphcant to a civ,1 penalty ot noI more lhan five hun· dred dollars ($500). rJ I. as ow nee ol the property. or my employees with wages as their SO,e compensation, will do the work. anel lhe struc· ture is not intended or olfered for sale (Sec 7044, Busmess and Profess10ns Code The Contractor's License Law does not apply to an owner of property who bu1tds or mproves thereon and who does such work himself or through hts own employees, provided thal such improvements are not ,ntend· ed or offered tor sale 11. however. the bu11dmg or improve· ment Is sofd within one year ot complelion, the owner-bu1~er will have the burden o1 proving that he did not bt11!d or im- prove fOf lhe purpose ol sale) D I. as owner 01 the property, am exclusrvety contracting w1lh licensed contractors to construct the proIect (Sec 70.4, Business and Professions Code· The Contraclofs license Law does not apply to an owner ol property who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's license Law). □ As a homeowner I am improving my home. and the follow-ing cond11Jons exist 1. The work 1s being performed pr,or to sale 2. I have flved m my home lor twelve monlhs pnor to completJon o1 this work. 3. I have not claimed this exemption dunng the last three years ~r /h~~r~~":t under Sec ______ . B & PC ------------- O thereby affirm that I ha"e a cer11t,cate ol consent to self-tnsure. or a cen1t1cate of Workers Compens.a11on Insurance. Of a cer11t,ed copy lhereol (Sec 3800. L.at>or Code) POLICY NO COMPANY I 0 Copy 1s hied with the city D Certified copy ,s hereby furnished CEATIFtCATl OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE (This sectton neea nol be comoleted 11 the oerm,1 ,s tor one hundred Ck>llars (S 100) or less) 0 I cen,ty that ,n the performance of the work io, which this permit 1s issued. I Shall nol employ any person in any manner so as 10 become sub1ec1 10 the Wot1{ers· Comoens.a11on Laws ot Ca1tforn,a NOTICE TO APPLICANT It. after ma1r.1n~ tn1s Cer,1 f1cate of Exemption. you should become sub1ect ,., the W()n(ers· Compensa1,on prov1s,ons ol lhe Lat>or COde. you must t()('lh\111-tth comply w11h such provisions Of lh1s permit shall be oeemed revokeo 0 I hereby attum lhal 1here 1s a cons1ruc11on lend,ng agency tor tne pertormance ot the worl( !or which this permit 1s ,ssued ISe<: Jl:liH C1v1I Code, Lenders Name ___________ _ Lender 5 A.daress __________ _ 1 USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I ~ I CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT I I 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 I JOB ADDRESS /. £. AV~ ST AO. NEAREST CROSS ST I DATE OF APPLICATION' BUSINESS LICENSE :t VALUATION PERMIT N UMBER ,:;_ 70;:J.. r;:i_-, f'\ J.... . · · • • ~ ... -:~,,. ~.a -~sv.,a8 is-lJt9 s~BLOCK I L s~;-01;,_s'_~"t ... ~ I A~srcf'!R'3 ,b Q, 4 CONTRACTOR CONTRACTORS PHONE • ZONE nr1 ul//Je I Pu/£/,,t:,p OWNER"S NAME HeA/C~ I 1.:1.~,°~;;;;NE ~AJ ) -{.. //1A ,t.,/lr,,.,Z1cA;-T CONTAACTOA"S ADDRESS LICENSE NO PLAN 1.0." BLOG USE CODE OWNER'S MAILING ADDRESS ~~i' l-::)_<;·z~ //)A F~A./112_../.,,, r6~kf;/Jcl (JI DESIGNER LICENSE" STANOARO PLAN # BU2r~ S,. ~7:E DESCRIPTION Of WORo< I DESIGNER'S AOORESS DESIGNER'S PHONE ti/ I f;,/f:Jt. ::liHJ-I I ~~ L~l'I ::t'4t:IU ?/1,_.,t.:5 2G, I .~i 1>-----F/P FLA ELEV. NO OCC GP EDU STORIES I vO NO ~ ;,~r~'D., ~ I -- I CENSUS TRACT I GP LAND USE 1 pe~CE I R~TS 1 GRADING PERMIT ISSUED I REOEVELOPMENT ~u:~~ OCC LOAD FIAESPR y D N'J1. AREA ~ vO ::rt I vO Not Valid Unless Machine Certified I 7~ -. "\ /") 1 QTY. PLUMBING PERMIT -ISSUE QTY. MECHANICAL PERMIT -ISSUE 3---SUMMARY/ACCOUNT NUMBER I •• I ~ EAO{ FIXTURE TRA( ~ Jr~ 7 ... ~.-.!l.. INSTALL FURN. DUCTS iJP TO 100.000 BTfu~ f:l. -· 8UILOING PERMIT \ l -oo-~o-s220 ~,n.c:::-o I ~ EACH BUILDING Sl;_WER°7i ( •• c:-7) la . -OVER 100.000 BTU-SIGN PERMIT I-Oly'00-8,?,rl I --1-EACH WATER HEATER AN010R VENr.) ~c:N s-. -BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK \ 1-Q{i-00-~ 06/ Ci".::t.kR", I,_ EACH GAS SYSTEM I TO 4 OUTLET~ .1. G\ ' V OVOO·OO-ll: ;\, ',=i,11,50 I ._£ «;". -BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING • I EACH GAS SYSTEM 5 OR MORE -T ~ METAL FIREPLACE C.) 3~ L ELECTRICAL I \ f li-o6lio~s223 ~ <:---I EACH INSTAl . ALTER, REPAIR WATER PIPE LL VENT FAN SINGLE DUC Yi) a..~ ,=,. -MECHANICAL ~ /01-:.ll.!:t\l-82:>J/ , CJ --I -~ EACH, VACUUM BREAKE~ ~ .. srQ T I I w:loo-✓£ I ~--MECH EXHAUST -HOOD"i51i"CTS MOBILEHOME fl I WATER SOFltiER REl,,8{:A:rtON OF EA FUR!:!_ACE/HEATER MOBILEHOME PARK\ ISP I/)_, II I EACH ROOF DRAIN (INSIDEI ~) ' 19-. A O I,,,. H ,) ...1 ~ +--SOLAR / 'J...nn.lnJ.,,~ I -roT .C.~ECHANI~ -; 80-9{33.0519 I 7. S"9 I -STRONG MOTION I TO.T AL PLUMBING I 1 A1'I -~ ~q . -FIRE SPRINi<LERS 01 ·00-00-8227 I <_,,,. PUBLIC FACILITIES FEE 32·00·00·893) I QTY. ' ,El.,EQ_TRICAL PERMIT -ISSUE QTY. SOLAR · ISSUE BRIDGE FEE I \ NEW CONST EA AMP SW1 BKR _") f}{)(\ __ /) ~-I COLLECTORS SCHOOL FEE • DISTRICT I I PH 3 PH a STORAGE TANKS Carlsbad 80-92-21-0519 I EXIST BLOG EA AMP/SWT BKR ROCK STORAGE Encinitas 80·92·22·0519 I I Pl-I 3 PH I PUMP San DIegullo 80·92-23-0519 I REMOIH:-L A'I.HR PER CIRCUIT PLAN CHECK FEE San Marcos \~ 80·92-24-051 9 I TE.MP POLE 200 AMPS . I OVER 200 AMPS I LICENSE TAX 01-00-00-8162 I TEMP OCCUPANCY no DAYS) MFF 80-92-57-0519 ~~0 ~ a,._ L:7 t,,o-... I CREDIT DEPOSIT l 41 .45, I TOTAL ElEClRICAL I I I 55'.-TOTAL SOLAR TOTAL FEES PAYABLE _, lliR'1. q_:; I I I HAVE CAREFlJ.1.LY EXAMINED THE COMPLETED APPLICATION AND PERMIT"" AND DO HEREBY Expiration Every permit issued bylheBu,ldong Ott,cral und"r lhe provi51onsofih,s * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER I CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall exprre by ltmitalron and become null •nd void If the bu,ld,ng or work 5' o·· DEEP AND DEMOLITION OR CONSTRUCTION Of · ERMIT . authorized by such permit Is not commenced within 180 days from lhe date ot such I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF AP IS permit or if the buoldonff or work authorized by such pe,.,:.?.(,.'' suspended or STRUCTURES OVER 3 STORIES IN HEIGHT I ISSUED, TO COM PL V WITH ALL'CITY. COUN1 Y ANO STATE LAWS GOVERNING BUILDING CON abandoned ■I any trme a er 1he work 1s commenced for a of 180 daus STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND . ~ ~ROVED BY \ I KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS ANO l'f,;1:;;NT s SIGNAJ..E ·11-v OWNE~ CONTRACTOR DATE I I EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE a,/ BY PHONE D :-1\\ _Q ~ JJ:J( I GRANTING OF THIS PERMIT · A df1 J i 11 . • ..,;,....._,,,; .-_ -L (,.. "' ~ u:: >-.; 0 a. E Q) t- i "O 0 (9 c in 0 0. a. <i I .>< C a: 0 (/) (/) Q) rt) (/) <i I ~ .Q ai >- 1/) rt) Q) 0 0 a: in ~ 0 ~ Q) u C in C u:: C Q) ~ (9 0 u Q) a. rt) C Q) .c ~ TYPE I DATE INSPECTOR BUILDING I FOUNDATION .._ I /) REINFORCED STEEL I ~ '//#ff -r MASONRY I GUNITE OR GROUT t FLOOR & CEILING SUB FRAME I ,,,., SHEATHING D ROOF D SHeAR /P/r/}( 17'";, FRAME I /~/;/rr 7 ,, EXTERIOR LATH I II, ¥\..Ag~ p,( INSULATION I ,, _tC. (J6 \ / INTERIOR LATH & DRYWALL I ,, {j,d (-II~ I . PLUMBING I i /) - SEWER AND BUCO D IPUCO I J>/1S'4' 7/) UNDERGROUND D WASTE D WATER J'/.1~1/,r,---r;. TOP OUT D WASTE 0 WATER /IJ/r/,., / TUB AND SHOWER PAN I /1 GAS TEST I 10/;J;,r 7 0 WATER HEATER D SOLAR WATER .. . . 1-' ..._.:, . I ELECTRICAL ' --- □ ELECTRIC UNDERGROUND □ WFFER /} ROUGH ELECTRIC I /1;/J,,/y( ~ ~' r .. , { I □ ELECTRIC SERVICE D TEMPOfilAAY ,-I ~ _, □ BONDING D POOL I I MECHANICAL I /} D DUCT & PLEM., D REF. PIPING /1)/,1,/yf' ·r HEAT -AIR COND. SYSTEMS I I ~ VENTILATING SYSTEMS I ' I' -- I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVEi BEEN APPROVED. FINA PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS f . ' .. \ ,:;;> - I )?S-Lft C, ' I ! FIELD INSPECTION RECORD REQU IRED SPECIAL INSPECTIONS INSPECTOR'S NOTES -~ . ' REQ IF INSPECTORS ~ ~ INSPECTION" DATE ·-CHECKED APPROVAL . . . SOILS COMPLIANCE ~ -. I PRIOR TO To: ENGINEERING, FIRE, PLANNING, UTILITIES FOUNDATION INSP STRUCTURAL CONCRETE 7 FINAL INSPECTION NOTICE OVER 2000 PSI I PRES TRESSED I Date SXSIXX 2-25-86 I CONCRETE POST TENSIONED N CONCRETE Address 22Q2 -22Q~ Luci~~naga Plan# 85-419 s FIELD WELGING -j p HIGH STRENGTH I E BOLTS Duplex C . Type of Construction SPECIAL MASONRY -T ~ --... ,, Person to Contact John &l~nc~ Ph. No. 931 -314□ I -. 0 PILES CAISS,Ql\oS Engineering Department Date Approved N -·--.. Fire -Prevention Date Approved •· R . . Planning .. ;-~ -E • ► Department -.....,. __ . Date Approved .. . ) , -· ) ...-Q .~ -~lities Date ;2.-c::<Y-J1'6 tJ/1 ~ ... ; -I apartment Approved u . -· I -~ I E Comments: s , ' I T .. IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL ,- . .... . . i' . --·-.. . --,' --.-I "·• .. ~" ,,.. ,-.. " --;,.,..· ~ ,, ·-" , .. '-, - ~/~ .A-f-11 ~ . # ESGIL CORPORATION 9320 CHESAPEAKE DH., SUITE 208 SAN DIEGO, C,._ 92123 ((l 19) 5tl0-1468 DATE: -;{1e;/fS- JURISDICTION: C-n·ZL,..:', .:.__-?;::;1/.::J PLAN CHECK NO: as-~ /7'.-..z:- ■APPLICANT 0 JURISDICTION 0 PLAN CHECKER 0 FILE COPY OUPS PROJECT ADDRESS: :?7t'{Z-cJ4-L ,GVC./t'=-r.Z /V~ PROJECT NAME: 0a I-IN e~'J./CE /2e.s, 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 o;,; 'The-M17HC,/--l&,V L.!.sr-are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone# _________ _ REMARKS: __________________________ _ ilY : 4 · ~ ENCL: j_,,,;, r- EStIL CORPORATION /.,:. /ilt=.nv.1vJ~ "'::' ex P,<l;</.5JU(5. '' B ,, '4:itp of '4:arls&ab JUR!SCICTION,,_______ DAT~ --zjy/as I PRO.JECT ADO~t..ss, Z'}u~--()l./-Loc11.:E72..,•o:1/·,/.,,. TO, ,9 PPt_lCANT PUN C'OPJH!:CT!ON SR'!'X'T SINGU! ?"AMIL'! AN"D CUPLU Dwn.I.INCS Plan ChecJc No, 85"-4"/~-..c t'.ato plans received by jurisdicdon hc.O• ~/ l 9 /_8-.!:.- !l•t• plan• recaivod by plan ·check.r· ,, ,, 0.to initial plan check c:capleced. :zl!e-' by JI t:::f P'OR£WC1RO: Pt!:AS!: R!:An T•L (61') '40-1461) .7/:!o/8:::r Plan check is limited to technical requirements contained in. the Uni!ora Building Code, Cnitorm Plumbing Code, Uniform Mechanic&l Code, National Electrical Code and st.a.ta la'lt'S regulating energy conservation, noise attenuation and ace••• for the h.andiapped. The plan check is baaed on requlacion■ enforced by Che Building Inspection. Department:. You IMY h.ave other correction• based on lava and ordlnances enforced by the Planning O.p..rtlNnt, engineering Dep,artm.ane or ether depart::tents4 Th• items circled below need clari!icaeian, aodi!icatian ar change4 All circled itelld hav. to be satiatied betare th• plan• will be in con!antance vith the cited cod•• and requlations4 Per Sec. )OJ le), 1979 Uni!ora Building Code, the approval ot the plan• do•• not pent.it the violation ot any state, county ar city lav4 I Pl•••• aake all earrectiona on the oriqinal tr~~inqa and aubolit tvo n..., aet• ot prints. anJ any original plan sets that ... y have been returned to you by the jurisdiction, to' 8;,,a;' c)e:;J7T7 ___, 'To hciltt•t• recheckinq, plea•• identity, nex: to each circled it••• th• ah••t ot the plan• upon ~hich each carraction on this aheet haa been Nde and return thi• Check aheet with the reviaed plan•. Indicate on plan, the na" of the 1.,-al owner and n.1 .. ot peraon ratponaible tor the preparation jl th• plans. Sec. JOl(bJ I I I •• j ;, 0 APPLICANT COPY 0 CITY COPY 0 PLAN CHECKER COPY Subtait fully dimenaianed plat plan dra~n ta acale sh~inq loc~tion aiie, and uaa of all exiatinq and proposed ttructure, on the lot. Identify prop,arty line• and thov lot di~n•iona and all eaa ... nts. Shov location ot all ~tor fill alopes end epproxi-.ta finisb floor elevation• tor all atructurea and show elevation• at •11 corn•r•. Sec. l0llbl74 Indicate diatance trDfl center-line of streeC or •ll•Y to property line and distance trca curh to p~per:y line. Sec. ]021bl7 Plana, tp,acitications and calculations shall 1M signed by • Californh State licanaed enqtn .. r or architect. (Calitornh Bu•.i~e•• &nd ProtHsions Coda) FIR"= PRO"T'ect'tO~ Walla closer Chan l feet ta property lines shall be one-hour tire-raced <:0nstruction, hav~ no openings. •nd shall h•v• JO inch para~ts when the building floor area exc■1td■ l,000 aquare toot on ~ny floor. (Table 5•A Sec. 1709(&) Projections. including eaves, may net extend more th•n 12 inches into t.~• J toot setback fro■ th■ property line. See. 1710 and Sec. 5041b) 1/. Projacticna, including ■aves.shall be on■- / hour fire-resistive construction. heavy timb4r or ot non-combustible u.terial if they project into the J• setback area troa the property line. Sec. 1710 I Show location of ;:tCrmAnently wired saicke detector. Sec. 1210 i 4 Ono roe• ll'IUSt contain• ainimW11 o! 150 sq,.iare feet ot supertieial floor area. Sec. ll07(b) I Habitable rocms. ath~r than kitchens. shall c:r,ncain at least 70 square tact ot floor area. Sec. 1207(bl ../ k'indov area 111:ust t.e at least 1/10 ot th■ /'" floor area and a minimum of to square feet per Sec. 12071■). Appears to be deficient in _______________ _ ../ Openable vindow area must be 1/20 of the 1•• floor area and a ~iniau~ of 5 square feet. ln bathroaa., laundry rooms and similar l rooaa4 Hinimwa is 1.S sq.ft. (Sec.1205(a) Cne•hal! o! all requir-4 window area 11111at be openable in ___________ _ / Provide ••chanical ventilation cap.able of providinq five air changes per hour in t..throoa•• w•ter cloaet co.part-nts, laundry roo•• and si■ilar rooaa if required window• /•r• nae provided. Sec. llOSlaJ )"l. No habitable roo., other then• kitchen. · thall be l••• than 1•0• in any d1 .. neion. ec. ll071c) • how that ceilin9 heiqht tor habitable rooaa 1• • aini■ua of 1•,•. Sec. 12'7(aJ ,'' / Show ceiling height :or laundry rooms, hallwavs, corridors, and bathrooms is a min1.muffl of 7'0". Sec. 1207(al I· I I I Provide 30~ clear width for water closet compart~ents and 24~ clearance in front of water closet. Sec. 17ll(b) ~o 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 to walking surfaces. Sec. 5~06 Glazing in shower and tub enclosures (including windows) shall be t::!mpered, laminated or approved ?lastic. /Sec. 1711 (fl(gl l . Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44~ above the f~oor. The window must have an openable area or at least 5.7 square feet with the minimUI11 openable width 20~ and the minimum openable / height 24•. Sec. 1204 Eaves a.nd cornices may not projec~ into / a required yard more than 2 inch~s for each foot of yard width if required windows /open into the yard. Sec. 1206(dl 40. A mezzanine is an intermediate floor and / may not have a floor area exceeding 33 1/J percent of the total floor area in the room below, and the mezzanine floor must have a clear height ~f 7 feet, above and below,and must have 651 of the long side open to the / room below. 4 The loft you show does not comply as a / mezzanine floor and is, by Building Code definition, a story· ______________ _ J tfandrails shall satisfy the followinq: ,-· a. Provide handrail for stairways over high when serving~ single dwelling. Title 24, Sec. T25-22(b) JO" f· s/ J. b. Handrail shall be Jo• to 34'" above the nosing of treads. Sec. ]JOS(jl c. Handrail projecting from a wall shall have a space not less than l 1;2~ between the wall and the handrail. The hand grip portion of handrail shall be not less than l 1/4~ nor more than 2w in cross-sectional dimension. Sec. JJOS(j) (see att.ichedl Every stairway landing shall have a dimension, measured in the_direction of travel, at least equal to the stain.ray width. Sec. 3305/g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. JlOS(gl A door may open inward at the top step of a stair~ay provided the top step is not more than i l/2w lower than the floor level. Sec. J30J(il2 Provide details of winding stairway. a. ~inimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is 30 inches. Sec. ]]OS(dl lsee attached) s/. Provide spiral stairway details: ~- r· 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. 3305(fl ( see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. JJOS(fl Spiral stain.rays must have space of 26 inches between handrail. Sec. 330S(fl a clear walk.ing the column and Provide I.C.a.o. Rea.search Report and Sumber for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stair,.,ay fabrication shall be done under soecial inspection per the approved fabrication plans. Sec. l06(al4B and Sttc . .l06(fl / $1. The walls and sof:its of -:.he ~nclosed '..lseable / space under inter~or st.ai•s shall be ~rOt.dct.ed on ':he enclosed side 35 required for one-hour fire-resistive construct.ion. Sec. J)OS(m) f· •• 1,-Y· ,f. if· r- 7/'· I R. r· '/· ~1.ni:num construction specific:,.tions shall be ~ade a par': of the approved plans. {See at.':ached/ ROOFtNG Specif/ roof pitch. Roof pitch is not adequate f~r root type specified. Specify minimum ~itch of _____ _ Specif}' t"Oof material and aprilication. Specify I.C.s.o. approval number for roof materials not covered in UBC. Specify roof slope for drainage or design to support. accumulated water. Sec. J207(a) Show roof drains and overflows. Sec. 3207(a) Provide skylight. details to show compliance with Sections 3401 and 5207 or provide rcao approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Mini~urn vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 320S{cl ""SONRY Provide· fireplace construction details or note construction to be per att.lched fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(al regarding ties and J9 wire in horizontal joints or note construction to be pera,tached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 core self-closing door ,,;~-o'te;cnings between garage and dwelling. ~.,,-,,•·-,· SOJ{dl f· if- 'I· 17'. ff. ! I ,'I). I rages are not permit~ed to open into a room used for sleeping pur?oses. Sec. 1104 Openings ~etween carport and residence require self-closing doors and stac~onary windows. Sec. 1214 Show garage framing section, site of header over garage openinq, lateral cross bracing at plate line and method of bracinq garage front. Chapter 2) NOT?: Minimum plywood diaphragm ratio is 3 l/2 to l or 2'8~. Tabld 24-I Doors between dwellings and attached garages may swing in either di:ection provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provlded the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as th~ primary means of egress from the building, additional steps or landing ~ust be provided in accordance with stair•,1ay requirements, and the door must not swing over the depressed level. {see )]OJ{il2 and ]305 (g). Provide 18* raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. Note that continuous fire •,1all protec<:.ion shall be installed behind raised olatform(s) prior to framing platform. · FOUNDATION REQUIRE:M.ENTS Note on plans that"A soils engineer sh~ll ev&luate any unanticipated uncompacted fill or expansive soil or other soi: problems disclosed during construction~. Sec.J06{a)l2. Submit soils classification determination by a licensed engineer or architect based on obs tl n, tests, borings, or excavations, ontain g comments on the degree of s, compressibility and bearing • 2905 1../. classification, 8/ 1· Note that cleanout openings shall ~e·provided at the bottom of all cells to be grout tilled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 ;1., expansive, and value. Sec. 2905 @ ---'--,"'--Cde;c;~~-· ~_~c,'---otap'.:;~~-f~!.'0:C·:!,,~:::.:_~;a~-a~·nc~'C~.;.·· o!~a'!!o'•~<.;_;_YJt.~a"'~:'.: •!~·~···~:.a.:."'!,.! /I )1 ~,,?_.~~,-•~,I:•~,;'.,._-,•,'·' ~~:~,)~\J r/11 ,-~'7 VJ ,)A_ 1-S 1-> f y1)1lJ1 IJ'"1 \-\-w::, -:; la " '"'i ee i<- Provide notes on the foundation plan listing the soils repott recommendations for foundations. slab and building pad preparation. Note on the foundation plan that ~Prior to the Contractor requesting a Building Department foundation 1nspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: l. the foundation excavations, forming and reinforcement eomply with the soils report and approved plan.• Provide spread footings tor concentrated loads designed for 1,000 PSF soil bearing or per bear1ng value as determined by an en91neer or architect. Chapter 29 1,/ 1y. Show height of all !"oundation ·.ialls. C!iapter 2) Shaw height of ret31ned ear~h on all foundation wal.ls. Chapcer ;:J Show dist~nce of toundation cut or £111 slooes and show heights of cues· and :'ills. ':a edge of steeonass and Chapter 29 ~ate on 9lans that wood shall be 6N above tinLsh grade. Sec. 2417(cJ 7. ~ate on olans that surface water will drain away !ro~ building and show drainage patter~ and ~ey elevations. Sec. 2905(f) Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNOATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DEPTH Of fOUNO.lTION WIDTH THICKNESS auow NUMBER ntlCKNUS OF Of Of NATURAL OF FOUNDATION WALL FOOTING FOOTING SUllflCE STORIES (lacllHI (lncn111 (lncllnt OF ,aaUHQ AND FUUSN CONCllfT[ UNIT GHQ[ MASONIY {lncflHI .__ l 6 6 12 6 12 2 8 8 15 7 18 3 10 lO 18 8 24 X'OTES: Whett unu.su;i.l c:ond.itioM or fro$t conditions :i.re founJ. footirtgs ,1,nJ found:1.tions ~hall be .u reqoir"'-'.i in Scc11on :907 (a). The l(TOund under the Boor may be e1tcavatec1 lo the l·le,·a11on of th.-top of the fooun~. 13/Show foundation sills to be pressure treated, /./ ~r equal. Sec. 2517(c) J. Shew foundation bole size and spacing. Sec. 2907(el ~3': Specify size, ICBC number and manufacturer / cf powe~ dr1ven pins. Show edge and end distance and spacing. Sec~. 306 l fl 1,/_ Show size, imbedment and location of hold 7~· down anchors on foundation plan. Sec. 2312(f) Y • Note on plan that hold down anchors must be tied in place prior to foundation inspection. {. Sec. 2312(£) q;. Show adequate footings under all shear / walls. Sec. 2Jllfe) i ✓. Show stepped footings for slopes steeper 7-· than 1:10. Sec. 2907(cl l~. I I. 0- Show minimwn La• clearance from grade to bottom of floor joists aAd minimum 12N clearance to bottom of girders. Sec. 2517 !how pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of l8Nx 24•. Sec. 2517 Show minimUIQ under floor ventilation equal to l 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross veneilat1on on at least two approximate- ly opposite sides. Sec. 2517 P'RAMING Show all joists. rafters, beams. and posts 2• to 4• thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams s• and thicker shall be No. l Grade Douglas Fir-C.•rch or better. !Table 25-A-ll Show wall bracing. Every exterior wood stud wall and ma1n cross partition shall be braced at each end and at least every 25 feet of length with lx4 diaqonal let-in brace or equivalent. Sec. 2518(gl5 Note c:oss br1dging or bloc~inq. Floor joists and ratters ~ore than 12-in depth and spann.1..ng ,-nore -:han 3 feet snal l be supported l.iter.Jll"i by ::ir:..dginq at 1nter•1als not exceeding a feet. Sec. 2S06{g) Show blocki~g at ends and at supports of tloor joists, and !or rafters at exterior walls. Sec. 2S06(g) Show solid blocking at ridge line and at exterior walls on t:ussed roofs. Sec. 2506(gl Show double joists. Floor joists shall be doubled under bear1~g partitions running parallel with the joists. Sec. 2518(dl S Show rafter ties. Rafter ties shall be spaced not more than 4 :eet on center where rafters and ce1ling Jo1sts are not parallel. Sec. 2Sl8!hJ / Show ratter purlin braces to be not less than 45 deqrees to the horizontal. Sec. 2518(li.l 16✓Show 1;2• minimum clearance bet·..,een top r· plate oi interior partitions and bottom I ,, ~- / y1. chord of trusses. ( To ensure loading will be as designed.) Show double top plate ·..-ith minimum 43• lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops bet~een stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud w~lls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(fl Show stud size and spacing. Maximum allow- able stud heights: 2~x4"~ 16N is 14'; J"x4"&.2N:<6N~ 16"o.c. is 20'. Sec. 2Sl8(gl2 Note an A.I.T.C. Certificate of Compliance for glued lamina~ed wood members shall be given to the Building Inspec~or prior to erec~ion. Sec. J06Cfl ,✓ Detail all post to beam and post to footing 1/-7 ... ·~ connections. Sec. 2 S l 7 (cl 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum d1aphr3gm dimension ratios. / (Tables t,J,Kl. 66. Show J•x4• or 2•x6• studs in f1rst story / of three story building. Sec. 2Sl8{fl y{y Provide truss det3ils and truss calculations. lf8; Provide roof framing plan. Sec. J02(al7 if ~rovide framing sections through, ______ _ Section J02(al 7 Specify all header sizes for opening over 4' wide. Sec. 2518(gl 7 Provide calculations for ___________ _ Section 302(al 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers proJecting at least 2• above the finished grad• and shall bear on a m•tal base plate or treated wood unless the columns or ?Osts are foun- dation grade redwood or cedar. Sec. 25171c)4 / Show location of attic access with minimun ~/ s.1.ie 22'" x JO". Sec. 3205 i; Show dratt seoaration for attic areas l ~/ ~~o:x::::t 0 :e;~:::i::· ;;; :::;~ J ~~!ween 7·· drop?ed ceilings and floor above 1~ ~xcess ot l,000 sq.ft. Sec. 2517 l "/, Spec1fy ?ly,.,ood grade and !'anel i.ndenti-/1; ficar.1.on index, '!'able 25-J l . When roof pitch is less than 3:12, des1.gn 1/ I I I }-9'· 0· J. ridge as a .:;earn. Sec. 2518 (hi Wood shear walls shall not be used to resist hori~ontal forces contributed by ~asonry in buildings over one story in height. Sec. 2516(bl Gypsum lath and plaster, gypsum sheatning board and 1ypsum wallboard snall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-r If cripple wall st.uds are less than 14", framing shall be solid blocking. Sec.2Sl8!gl6 Cripple wall studs exceeding 4 !eet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when support.inq 2 stories. Sec, 2Sl8(g)6 Show pl~ood sheathing over ex;;,osed eaves, or other weather exposed areas, is exterior grade. Sec. 2S17(gl J Show a weep screed at t.he foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(el Provide an approved waterproof building paper under wood siding. Sec. l70l(al Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum J6". Sec. 3J041bl Specify truss layout for JO" x JO" at.tic access, Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(hl 3 Provide metal straps across ridge beam and ratters. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Me:,!)anical Code. )PO· Show the size, location and type of all heating and cooling appliances or systems. ;eft. Show source of combustion air fo~ furnace ( will comply with Chaper 6, U.M.C. r'· Every dwelling unit shall be provided with heating facilities capable of maintain- in9 a room temperacure of 70~ F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum Jo• deep unobstruc~ed working space in fronc of furnace .. Note on plans.clearances to be per manufac- turers listing. Sec. 704 UHC Furnace shall not be installed under any stairway. Sec. 704 UHC Furnace shall not be installed ~n any bedroom, bathroom, closet, or in confined space with access only througt, such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Sec, 704 UMC Show ICSO approval for prefab fireplace and provide approved installation instructions at job sic.. I ~,08. Show access to the attic or under floor furnace to be minimwn 30 lnches 0y JO inches. Sec. iOB .i. 709 l:~C Nace that ;;:iassageway to ~he ,1ttic t•.1::-nace 3hall be '.lnobst::-ucted and h.ive continuous solid loorinq ~at •ess t~an 2~ inches ec 708 UMC er.nanent dlectric,11 outlet and inq :i~~ure controlled by ,1 sw1.tch the attic furnace. Sec. 708 l:MC o lan, gas vents and non-combus,:ible g passing through three floors or s shall be effectively draft stopped each floor or ceiling. UBC Sec. 1706(al6 wiring shall comply ~ith the National Electrical Code. y<. Note.on the plan the amperage of elect:ical serv1.ce. 2).{. If t~e elect::-ical instal!.ation is more / than 200 amperes, show panel locat1.oh and 9rovide a single line diagram and load calculations includir.g: a. Wiring met~od ~mployed. b. Sizes of all conduc~ors, switches, c. d. circuit breakers, fuses, and conduits. Approximate length of service feeders. Provide plot ~tan showing services, alt panel locations, circuit arrange~ent and load dist::-ibution on oanel busses. /·· Provide typical panel schedule\sl. ~-Dwellings req~ire minimum 100 amp service. .,.224 Show location of all electrical receptacles. 225. Electrical recep~acle locations and/or 226. spacing is not adequate in _________ _ At least one ~eceptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art.. 210-25(~) Show minimum dwelling lighting (NEC Art. 210-26(a) and GFI'S in garage, baths and outdoors. NEC Art. 210-B{al, Note gUFER" ground to be provided (NEC). Art. 250-81 !:.:, PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Unifrom P 1 umiang Code. µ{ Show water heater s~ze, type and / location on plans. 2i. Show method of providing combustion air µ to fuel burning water heater. Sec. 1307 • Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. lJ09 2,1, Provide adequate barrier to protect. water /~' heater from vehicle damage. Sec. 1~10 2,..,,( Show T and P valve on water heater and ;r-· show rou~e of discharge line to exterior · Sec. L007(al 2A/. Provide dryer vent to outside. UMC /: Sec. 1903 /-/. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backtlow prevention devices. Sec. 1003 Shower stall shall accomodate a J0"circle and have a minimum floor area of 900 sq.in. UPC 909td) • l6L .?U. !.,_ ,f. _r<. ~tSt :~lSUU.T!CN ( OUPt.!X~ I .ihow J•'!J..LlS .J{ .juple..c :01TW11on ,p•r:<:.'/1 "".Jilts .ind :~oor:.:9.1,l.1,nQ ..1ss.:t110L1.es :o .lC:'11 .. ve .l .iound ;f.ln~mlSS.Lon ~:.iss :~.t.:) rAc.1,nq .1,n .... L:., oC ~11 d•Clbl,•s Ind .in [mP•C:t Cn~uL.1c1on ...:l.&ss t c;i.:1 r.lc.Lnq on tlo,.a. c:■i.l.Lnq ot iO ,htCl.Cl.••• Tl.c.J. .. 2.5 Sha~ ~o,,, ?•n■cr~tl.on ot •••-al.L■■ tor: pl.pi.nq. elec~rl.c:al d■v1.c:••• rec•••ed c:sci.n■cs. =•c~cucs. sat!ics. or ~•■cl.nq v■ncl.l•cinq. or exn.ausc duc:s tn•ll b4 s•■led. t1niad. or 1nsul.1ciad co 1Ul.ncs.1n requi.rad sound cransa1ss1on racl.nq. Tl.cl■ 2, P~ovtd• Ln■ul•Cl.Oft 1n ~•11• And C:■l.l.Lnq co .&cnl.■.,.. STC' ot 10 O•cveen qarsq• 4nd livinq·ara■ lt qaraq■ us■ i.s nae c:oncrolled by r:■s.Ld■nc ticl ■ 2,. ENUCY CONS£RVA'l"IONr Pl .. _ Read New Stsce Handatad Requlation• IC.alif. Adau.n. Code! beca .. affectiv• June 16, 1983 •nd require that the d•s1qn satisfy one at the alter~tiv• ener~y ~ekaqes Is•• attached package• "· a. c. l. 2, ], 4 and AB 163). Th• law •lso requ.1res th•t m.any 111o1.ndatary c0nsvrvat1on 1tems b• satisfied. _______ 1s in Zone ____ • Copies of the R•sidential £nergy Conservation Hanu•l may be obtainad froau Publications UnJ.t, California Energy Commission, 1111 Hove Ave, MS-50, S•cramento, California 95825, (Tel. 19161 920-621611. Califarni• Building Offici•ls also l!UlJ.nt•in • t•l•phon• •hotl1n•• b•tween 10:00 A.M. and Koon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. Show on the title sh .. t at th• plan■, the alternative energy p,aeJta9e th•t vas selected i.e. A, a, C, l. 2, J, 4, or AB l6l to show caa;ilianc•. and provide calculations and other data, appropriate to that sel•Cted p,acbg•. The rest)Onsible designer should sign a statement, on the plan title sh-t, •Th• design submitted subat•ntially conforms ta the Energy Regulation■ tor Re■idential Building■•. Show the •R• value for th■ wells and c•iling and related areas. Note that the insulation used shall comply w1th California Quality Standard■• Note the insulation installer shall post a signed certificate, in a ecn■piciou■ place in the building, s.tatinq the ~ insulation eofflplies with Title 24, Chapter e,.. 2-S] and Title 20, Chapter 2, Subchepter _,I 4, Art1cl• l. Note doors and windovs, including skyliqhta, between c0nd1tioned and non-conditioned sp•ce shall be fully w•atherstrip~. Note on th• framing plan that w••th•r-str1pp1nq. caulking or sealants must be used to lia1t filtration in th• build1nq •nvelope at th• tollowinq locati01l■1 bterior Joints •round window• •nd door rr ... ,: betw••n wall sole plates and floors, and u..:tw••n ~xt .. rJ.or wa,1 pan■1s; penetrat1ons 1n walls. c■ilinqs, ■nd floors for plWflbJ.nq. eleetrie1ty, ■nd 9•• l1nus1 op~n1nqs in attic floors: •nd JI\ other openings in the buildinq ■ftVI\' I or,-,. Not• that doors and w1ndows to be c■rtified and lao•led •• coaplyinq with the ~•rqy lle9ulat1ons. Note fans exhausting a1r to have back draft da■pers. Not• at the extertor wall fireplace •r1r•0laee tO~'iriiiaum s1x square inches ot outside a1r: to have ql••• or metal door cover1nq the antJ.r■ op■nJ.n9 of the firebox: to have t1qht•tittin9 damper with read1ly access1ble control and should not have a eontJ.nuoua burning pilot liqht• . 2 a/ Note duets sha 11 comply with Chapter 10 • 7•· 1976 UHC and shall be tiqhtly sealed / with mastic or tape. ,)'fl. Not■ at th• water heater location •water heater to have wrap of R-12 external / insulation•. t,f. · Note, where water h••t•r is in unc:ondition.-d / space, th• first five feet of outlet ~ipe to have R-l wrap. 285. Noto all circulating hot water pipes in unconditioned spaces sh.all be insulated. 286. Note that all qas fired heatinq and 2U. 219. 2-' JO 1.. cooling appliances, shoV4rs and faucet• shall eofflply with the Energy Elliei■ncy Standards, Show, at bath and kitchen, that th■ qoneral liqhting shall have an efficiency of not less than 25 lwaens per watt i.e. florescent. Note that heating or cooling syst..., fo•c~pt heat pumps) shall have an autc:aatir th■nnostat with m.chanJ.s■ which can be -nually programmed to automatically set back th• thermostat set points for at least t-..o periods w1thin 24 haurs. Show the size. type and location ot the sp.ac■ heating for coolinql ay■t and provid• energy calculatiana it th• ou'!put ITU/Hr. exce~• 45,000 BTU/Hr. output. Show •• and iaadal t'or PMJ and -t•r heec■r are OIi .Stat■ •ppr-cw.ct liac. Outdoor poais ·41cn :o■ail fu•l 11•acars r■q\14r■ j)OGi cav.rs •• .... 11 •• otner •n•rirt 1avin, device■ sue~ aa tJ..ae clocx•. etc. -:-:0-1,0, :Jnder the comply with Two J/4• copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves {roof jac~s) in roof for !ut\.lre J/4~ copper pipes to c~nvenient ion of !'ut\.lre solar ~anels (City Ord.) solar -.,a'!'!!r pipinq is to Oe insulated ar~ ~ot ~ea~ed or ~ooled. 0 8u4ldinq plans are substantially eorr•ct and complete. By, O.atel u1ld1ng plan• would be substantially nd c0n1pl ■te is minor corrections are t counter. 4 By1 -...i.1M Cate: 0 8uildinq plans require major corrections an c0111plet• plan recheck, by plan cheek eng1neer, is required, By, _______________ _ Oat■1 ________________ _ I! you have any question■ regarding th1s plan check. pl•••• call. _____ _ ~··-----------------We would alto b• pleased to ... e with you, at no charge, if additional a■■iatance 1 ■ needed. [ ! Jurisdiction c4-7:ZL.:5 c.,-'1,,.:JC? □ Bldg, Dept, VALUATION AND PLAN CHECK FEE □ Esgil PLAN CHECK NO, 9 S---,i 19 -_c- BUILDING ADDRESS 23?t::-0L/ _Lvc:/C:=72/IJ/-h:;,,'.). APPLICANT/CONTACT 0µJf/ 6c.;,--,,Jce=-PHONE NO, 72;? ,;:;,_[;z 3 BUILDING OCCUPANCY /2-3 DESIGNER PHONE 72'f: L//SJ' TYPE OF CONSTRUCTION _..,eV:__-.:...N..:,._ __ '2):.,, /-7 C e"f< CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER L.1/'////,.,--:?o /4. "< )(? (';) :5[?. oa ::. ;,39 '3GB / / ~ 4/c? x? r£) IL/-. otJ -::> I I 1/-f?O I Air Conditioning . Commercial @ ,. Residential @ . Res. or Comm. Fire S1Jrinklers @ Total Value 25'c}7R~ Fee Adjusted To Reflect D Energy Regulations (Fee x 1,1) _ □Handicapped Regulations (Fee x 1.065) Building Permit Fee$ $ /!:'"? / , ,..,/ ,., Plan Check F ee_$,__ _ _:::_.c...ia:,;_,;::...::V:__..e:.rf__:~:__ __ ~--------'$,__ _____ _ COM MEN TS·.__ _____________ .;__ _____________ _ 8/4/82 ---------:::::.=--~=-~=--; o.-J\'11oi . PLAN CHECK NUMBE £~--Al~AOORES _ 1 ---ii,,...__,.\J __ G...._\Je_i _t-1_M-A.-p,. ___ DATE ___ -.: PLANNING: TYPE OF STRUCTURE ______________ _ ZONE: -------' a: LoJ 3 LoJ SCHOOL FEES: SAN DIEGUITO ------- CARLSBAD ------- % COVERAGE. ___ ___,.-~.i...,....+----- BUILDING HEIGHT ---,..i-----1-t.'------- FENCES/WALLS ___ ~~,1L------ -mo CAR GARAGE ·----- ENCINITAS SAN MARCO-S -7"-~-------- REQUIRED SETBACKS ____ ~ FRONT_--Jo.,-'-9------ SIDE. _ ___,,_-'-~----- REAR ------------- ;: ~ COr'i?·1ENTS: _________________________ _ LoJ cC Q: Q ~ □ REOEVELOPttENT A?PROVAL REQUIRED: 6 ~ □ . ---------------.....:..-- 1...1 -~~ □ LANOSCAPEc-PLAN COl'MENTS:_,~,__,~...,f{k--_______________ _ ADDITIONAL COi'-"u'-1ENTS :.... ______________________ _ --··--·---------------------- OK TO ISSUE:~--OATE:..:::J.j.JL/-~ OK TO FINAL: ____ DATE: ____ _ ENGINEERitj§_ LEGAL DESCRIPTION VERIFIEO?_~_ A.P.N. CHECKED?~ P.F.F. ,y/29 PARK IN LIEU ~//4_------·------,,..,.....-----~-/?2.-~ --~ ~ ~ (1J~ 7 R.O.H:~ -· -·-IMPROVEMENTS: 1:.✓#ft}n·v 3/fd-o&: r---- ---·---·--- EASEMENTS:~ ~-0~ ADDITIONAL COMMENTS: ______ _ PUBLIC ~ORKS INSPECTOR: _________ , __________ _ FINAL OK: -------DATE: ______________ _ * IF THIS ITEM IS NOT CHECKED. BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC) I . ~-· . •·----~·-•· .... _ ··---···------ Proiect No, 71-2-24D . Rancho La Costa Mecx1ows Unit No. 2 Test Number 176 to 218, Inclusive 219 to 267, Inclusive 268 to 303, lnclwlve 304 to 348, Inclusive 349 to 37 4, Inclusive 375 to 413, Inclusive 414 to 455, Inclusive 456 to 497, Inclusive 498 to 538, Inclusive 539 to 581, Inclusive 582 to 589, Inclusive 590 to 596, Inclusive 597 598 -2-Sepi.mber 1, 1971 Week Ending Wuy 15, 1971 lw:Jy 22, 1971 /w:Jy 29 I 1971 June 5, 1971 June 12, 1971 June 19, 1971 June 26, 1971 July 3, 1971 July 10, 1971 July 17, 1971 July 24, 1971 July 31, 1971 August 7, 1971 August 14, 1971 The final results of tests and observations lndlcahl that the compacted filled ground has been placed at 90 percent of the moxlmum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a 1afe bearing value of 1930 pounds per square foot f'Or one foot wide continuous footings f'Ounded at a minimum depth of one foot below finish grade and placed five feet or more Inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line profected outward ond downward from a point 5 feet horizontally Inside the top of compacted filled ground slopes, Tests Indicate that the compacted filled ground Is adequate to satisfactorily support the proposed wood frame d-lllngs without detrimental settlements, Expansive clay, silty clay, and sandy clay soils were placed In the upper three feet In certain compacted fill areas and also exist in the upper three feet below finished grade In certain cut areas. The final classlncatlon of the soil conditions existing on each lot are presented as follows: · Lots 254, 2~and 256 2~i;26J/'and 270 272 to275, Inclusive 278 and 279 281 to 284, Inclusive 297, 298, and 299 308, 309, 313, 314 317 to 321, Inclusive Tree A -Crltlcally Expansive Solis Lots 324 and 326 330 to 334, Inclusive 341 344 to 352~ inclusive 372 to 383, Inclusive 386 394 to 397,°lncluslve 399, 410, and 412 BENTON ENGINEERING, INC. -----------------·------·-------------·-·-· . Proiect No, 71-2-24D -3-September 1, 1971 ~ncho La Costa Meadows Unit Na, 2 Lots Tree 8 -Marginally Expansive Soils Lots 2!Sl lo 260, Inclusive 265, 266, and 267 271, 280, 292, 296, 300, and 301 310, 312, 325, 327, 336, 338 340, 353 355 to 361, Inclusive 364, 365, 368, 369, 370, 385 387, 388, 389, 393, 398 400 lo 409, Inclusive Tree C -Nonexe,anslve Soils Lots 261 lo 264, Inclusive 276 and 2n 285 lo 291, Inclusive 293, 294, and 295 • Lots 302 lo 307, Inclusive 311, 315, 316, 322,~. 328, 329 335, 337; 339, 342 354 362, 363, 366, 367, 71, 384 390, 391, 392, 411 It ls recommended thot the following special design and precautions be taken for the houses lo be constructed on the above lots: T~ A Lots 1 , Avoid the use of Isolated Interior piers, Use continuous footings throughout, and place these at a minimum depth of two fNt below the lowest adfcicent · exterior final ground surface, 2, P.alnforce and Interconnect continuously with stNI ban all Interior and exterior footings with one #5 bar at 3 Inches above the bottom of the footings and one lg bar placed 1 1/2 Inches below the lop of the stems of the footings, 3, Exercise every effort lo assure that the soil under the foundations and slabs has a uniform moisture content, 1 percent to 3 percent greater than optimum through- out the lop 3 feet below finished grade at the time of placing foundatlans and slabs.• 4, Use raised wooden floors that span between continuous footings, or use all concrete slabs with 6 x 6 -10/10 welded wire fabric and provide a minimum of 4 Inches of clean sand beneath all concrete slabs, A moisture barrier should be provided In the sand layer 2 Inches below slabs under llvlng areas, 5, Separate garage slabs from perimeter footings by a 1/2 Inch thickness of con- struction 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, Also, cut off the garage door stops at least 1/2 Inch above the slab, DENTON ENGINEERING. INC. September 1, 1971 6. Provide positive drainage away from all perimeter footings ta a horizontal distance af at least 6 feet outside the house walls. Type B Lots Those lots listed os Type B lots should follow all the above-listed recommendations with the two follawlng exceptions: 1. The continuous footings may be placed at o minimum depth of 18 Inches below the lo-t adfacent exterior final ground surface rather than the two feet recommended for Type A lots. 2. Single #4 bon placed os directed (above) near tops and bottoms of all Interior and e~terlor footings may be substituted for the #5 ban recommended for Type A lots. Recanmendatlons 3 to 6, Inclusive, Cl listed for Type A lots, are also applicable to the Type B lots. Only nonexpanslve soll conditions were observed In the upper three feet on the Type C lots and therefore speclally designed footings and slabs wtll not be required on t'-lots. Respectfully subml tted, BENTON ENGINEERING, INC. By z12 c7 :ffek2~ R. C. Remer Reviewed by L ~c:...:_ ~.· ~ William G. Catlin, Clvll Engineer Dlstn (7) Addressee (2) Rancho Lo Costa, Inc. Attention: M.r. Burton L. Kramer (1) Rick Engineering Company (2) San Diego County Building Inspection, Vista Office BENTON ENGINEERING, INC. ' ------------ Profect No. 71-2-24D Rancho La Costa Meodows Unit No. 2 Test Number 599 and 600 601 and 602 603 ta 617, Inclusive 618 to 620, Inclusive 621 to 628, Inclusive 629 to 634, Inclusive 635 -2- Week Ending August 14, 1971 August 21, 1971 August 28, 1971 September 11, 1971 January 8, 1972 March 18, 1972 June 3, 1972 June 26, 1972 The final results of tests and observations Indicate thot the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined thot the fill materials, compacted to 90 percent of the maximum dry density, hove a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more Inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet Inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line profected outward and downward from a point 5 feet horizontally Inside the top of compacted filled ground slopes. Tests Indicate that the compacted filled ground Is adequate to satisfactorily support the proposed wood frame dwellings without detrimental settlements. Expansive clay, silty clays, and sandy clay soils were placed In the upper three feet below finished grade on certain lots and also exist In the upper three feat in certain cut areas. The flnal classlficatlan of the soil conditions on the lots included in this report are presented as 7ollows: Type A (Critically expansive soils) Lots 268, 272, 35;2, and 412 Type B (Marginally expansive soils) -Lot 271 Type C (Nonexpansive) Lot 316 Special design and precautions recommended for construction on expansive soils were presented in our previous report dated September 1, 1971 • Respectfully submitted, BENTON ENGINEERING, INC. Distn By--£~~ R. C. Remer Reviewed by~#~ Philip H. Benton, Civil Engineer (4) Addressee (I) La Costa Land Company Attention: Mr. Burton L. Kramer (I) Rick Engineering Company (2) San Diego County Building Inspection Vista Office . (I) San Diego County Engineering Department Attention, Mr. Joe Sovella (also report of 9-1-72 Interim) RCtv'PHB/aw LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- TIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the bal- ance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the same manner as property taxes. If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closings on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the Leucadia County Water I . .,, 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 applicant'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 DISTRIC'j:' AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The inspection deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subd~vision. OWNER'S NAME: John Ben~~ MAI LI NG ADDRE=ss=: ""'--'=2o.i4A1"'3~v""'1 a,....,.E""s.,,.pa,...,r-,tc-o-- Car ls bad, Ca 92008 PHONE NUMBER: 7:?9-2133 SERVICE ADDRESS: 2702-04 I ucjernaga LOT NUMBER: lat 257 TRACT DESCRIPTION:~_...L_,C..._ ....... M..__.,_2 ____ _ ASSESSOR'S PARCEL NO: 215-310-04 TYPE OF BUILDING dupJ ex NO. OF UNITS_z_ CONNECTION FEE: LATERAL SIZE: ; EASEMENT: E"XTRA FOOTAGE-: -@$ /Foot EXTRA DEPTH: @$ /Foot LATERAL FEE -- INSPECTION DEPOSIT PRORATED SEWER SERVICE FEE TOTAL PAID BY: CASH CHECK NO. 1554 RECEIVED BY: gf - $ 3,000.00 50 00 72 50 $ 3 122 50 ' The undersigned hereby the conditions as stated. agrees that the above information given is correct and agrees to ~Mt:Bwd ✓ 8-6-85 17504 ar•s Signature Date Account No 1200 ELM AVENUE CARLSBAD, CA 92008-1989 April 16, 1986 John and Margaret Bence 2513 Via Esparto Carlsbad, CA 92008 2702/2704 LUCIERNAGA ~itp of ~arlsbab BUILDING DEPARTMENT On August 19, 1986, a building permit was issued to you for the above address. The Business License Tax was inadvertantly left off. TELEPHONE (619) 438-5525 The Business License Tax is an amount of 2% of the valuation of the building structure. It !s a tax that is charged to all developers from single-~•:rr ~~e:11~es to large commercial proj~cts.. :he amount would come t ~ 1 7 • e encourage you to pay this within the next two weeks from the date of this letter (April 30, 1986) as the Business License Tax is scheduled to go up to 2.5%. This would then come to $6,269.70, or a difference of $1,253.94. If you have any questions or would wish any further information, please call me at 438-5525. (~~\_~,~ HELENE M. JOHNSON hmj ATTENTION PROPERTY OWNER: An "owner-bui 1 der" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) --')f-te...,'.,s"'--- 2. I (have/have not) Y\.4-U<' signed the application for a building permit. 3. 4. 5. I have contracted with the following person (firm) to provide the proposed construction. Name /J-,A1Jy $ Vr$ Address ------=-------City /=;4U:ld1ii4s., (:4 Phone ------------Contractors License No. t;/..3~~9' I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name,/()/..A; 76t;,J/(<f J ~ l)fk Addressol;[~3 V,~ El.t:uefz, City f'14R,,_/4~ e/ ~ ~If Phone 7,),.(-.2-I ~3 Contractors License No. ~3 '?Sf I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Signed: Address Phone Pcope,ty O.,,e, tpj,,y,,/ /:5aw, Social Security Nfmber~ 7 ¥-1,6 -3//f? Date: I, /r-.f< Type of Work EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD. Initials DEVELOPMENTAL SERVICES BUILDING DEPARTMENT Dear Property Owner: (ttp of (arl~bab 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 (619) 438-5525 An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner-builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by the property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. · Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and pro- tection. If you employ or otherwise engage any persons other than your immediate family, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment contributions. There may be financial risks for ou if ou do not carr out these obli. ations and these risks are espec1ally serious w,t respect to wor ers compensat on insurance. For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own emoloyees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA 95Bl4. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETURNED. Very truly yours, Building Department City of Carlsbad