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Home My WebLink About2708 MATEO PL; ; 81-59; PermitLICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION D I hereby affirm that tam exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5.Business and Professions Code), Any city or county which requires a permit to con- struct, alter, Improve, demolish, or repair any structure, prior to Its Issuance also requires the applicant for such permit to file a signed state- ment that he Is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that Is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). D I. as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 704-4, Business and Profes• slons Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not Intended or of- fered for sale. If, however, the building or Improve- ment Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). '.JI, as owner of the property, am excluslv~y con- tracting with licensed contractors to c struct the project (Sec. 7044, Business and Pro Code: The Contractor's License Law dJes ply to an owner of property \•ho bu~ld proves thereon, and who contracts for s pro- jects with a contractol(s) license purs t to the contractor's License Law~ I a':' exempt under Se~ j JI . w for this reason fl. , Date WORKERS' COMPENSA'/ION DECLARATION I hereby affirm that I h!fve a certificate of con- sent to self-insure, or. a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO ___________ _ COMPANY ____________ _ □Copy is filed with the city. □Certified copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit Is •ar one hundred dollars ($109) or less). I cenlfy that In the performance of the work for which this permit Is Issued, I shall not employ any person ,,. any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE'TO APPLICANT: If, after making this Cer• tlfiFate of Ej emptlon, you should become subject to the Wor{ers' Compensation provisions of the Labor Code, you must forthwith comply with such pr011islons or this permit shall be deemed revoked . • . , .------- CONSTRUCTION LENDING AGENCY I hArAhv affirm that there is a con~tructlon IAn• CITY OF CARLSBAD-BUILDING DEPARTMENT ( -~ 1 r) APPLICATION & PERMIT ,J.1.l ;)..cN,& USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 43~~-f ':;tf(,. APPLICANT TO FILL IN INFOR - MATION WITHIN RED LINES. JOB ADDRESS DATE OF APPLICATION BUS. LICENSE I ~10/ff 1 .:2.?,.r-,-5 NO. 1. I 7 I 4 &-1M 11', jT I E!..tOi ~{~ OWNER STATE L ICENSE J>o4 Wf= /(&/vlco Nlttl 'T,li OWNER' 5 MAILING ADDRESS l'-/s:-o r/lEi--/)cA?.(½,-c11ZU-E. z..'4~ ifi BLOCK A;s~so_::s £Ari?o-_ 3 / o~~~ING ;J}es!?,VS. DESCRIPTION OF WOR ,__ __ '/ _________ _ ,, 4/20/81 j 909 00'0 I 9Q09' • Z./20/ DESIGNER'S ADDRESS Jlit,4, _, -t------:........:,...._~----tt------------------1 /LtD e,,9,M/A/0 F ~r-~ . OIi?/ ,v:; I+-, CA • &I 'I s-1:, C EN SUS TR ACT GP LANO USE ZONING S GNER'S PHONE .. 3 1 RES, UNITS 1 PARKING £o I NUMBER OF STORIES Not Valid Unless Machin, Cartifitld BL;=rt .r BLDG USE QTY. PLUMBING PERMIT 1W EACH FIXTURE TRAP /I EACH BUILDING SEWER ""'1...1 EACH WATER HEATER ANO/OR VENT 71 EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE OCC. GP ST AN OARD PLAN It Ip;;~~ 7 TYPE CONST ~y MECHANICAL PERMIT INSTALL FURN. DUCTS UP TO 100,000 BTU OVER 100,000 BTU BOILER/COMPRESSOR UP TO 3 HP BOILER/COMPRESSOR 3-15 HP -...881LLRJCUMPRE~MJA 10 3ft 1,r ,=-p 1 OCC, LOAD AMT. I -g;:._ !5. -- 1 \f~ ~ 4t. EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT EACH LAWN SPRINKLER SYSTEM MECH EXHAUST -HOOD/DUCTS ~ ')a~; / f) f ;;)() c) / I .¼JiJ-:-Ji~ WATER SOFTNER ·""--RELOCATION OF EA FURNACE/HEATER BUI-LOING PERMIT ..... t,-1 7 ~..-"'\.,,,/~,, ~~ TOTAL PLUMBING , CONTRACTOR ..,fi .Ji -::II:"-,,o TOTAL MECHANICAL CONTRACTOR M -~ ID --- SIGN PERMIT ~ JI_' ·1 • / PLAN CHECK~ 1'1ofk S \9-r' ALL INCLUSIVE PERMIT QTY. ELECTRICAL PERMIT AMT. QTY. MOBILE HOME PERMIT AMT. TOTAL PLUMBING ELECTRICAL 7 NEW CONST EA AMP/SWT/BKR ?,,,,{)O '10 . --AWNING MECHANICAL 1 PH .25 3 PH PORCH MOBILE HOME EXIST BLOG EA AMP/SWT/BKR SET-UP SOLAR 1 PH .25 3 PH RAMADA, CABANA I, ,,.,. '-- REMODEL/ALTER PER CIRCUIT FENCE OVER 6' 7 TEMP PO LE 200 AMPS 70. -~L MOBILE HO:!c:i: 7¾:;j /'I~~ MICO ILM E OVER 200 AMPS TEMP OCCUPANCY (30 DAYSI :)_., A.J ,i_J - TOTAL ELECTRICAL CONTRACTOR LA,,<. ..-........,.,,. .,, ~,f .J l'LJ -A-► -?Ji!!-·,..d...·• IL Gi:.J!: A:e~) Lv _ii ~No Pc. Ea:£-.~-, I , I lb- TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO •AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVERJ/,.. / . # f~,1 HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT ANO I 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF~~ t)~ /;_ FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY. TRUCTURES O VER 3 STORIES IN HEIGHT .. ••11.,J I ,-:10 COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER ,.,, • 4ltl . 7 SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM, .itf:"'.-, f I_ I 7" LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND ~a.. Vf'IIO JJ , ~ " EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE l I I , I I · I I I I I I . I +Ji/ ... r1,,, 1ZiiJ;:-+- ,11a ~ ( I •. I I • I 1li?~ • I I I · I I I r/.fi"'/ l , I 7. I I , I I I I • I I · I I I I . I I I ~IXfi-? I i '/ ~ OF THE GRANTING OF THIS PERMIT. ,1 OWNERJi( CONTRACTOR□ APP VED BY /7 ~ I F/ .I ,.,...,--.,..-r, --· ___ -A • .a I a ,I • ~ < 0 ~ 5 j::: ~ 0.. V') ~ l SITE ADDRESS: OWNER: PERMIT NO: --------------------------- FIEL D INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR FOUNDATION• FORMS• SET BACK •TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING• FORMS• SETBACK • TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ROUGH PLUMBING . ROUGH HEATING/VENTILATING FRAME OK• PLACE INSULATION --INSULATION OK• PLACE WALLBOARD WALLBOARD OK•• PLACE TAPE EXTERIQR_LATH OK• PLACE STUCCO -·• , -• >· FIREPLACE DAillf PER & STEEL PLATE Tll;:s/HEIGHT OF CHIMNEY -·· OTHER TEMP POWER {POLE) SEWER I GAS TEST SWIM.POOL• STEEL BONDING • PRE DECK • FENCE PREPLASTER SHOWN • FRAME l'I . PAN II FINAL INSP BY BLDG DEPT w--:rJ.~ IJ' I OTHER DEPT'S REQ COMPLETED ELEC ME'rER-PERM-TEMP GAC:: METER-PERM-TEMP r-.., ! I l CERT OF OCCUPANCY ISSUED -- REQUEST FOR INSPECTION TIME: ______ _ INSPECTOR __ T+-'-ltM~.-----PERMIT No.---=e_l_-~s __ 'f ___ DATE:~' ~' -_2er._a_1 __ OWNER _ __,Nl-,1-L&Yi.::::-::C.LJ·t\::.__.__ ____________________ _ ADDREss----=Z-:;_7..:c...;o=--~'---M ............. A ....... u:....,ro~--4P---=LAC.6~"---=--------'"---------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL ~ FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING D SEWER AND PL/CO D TUB0RSHOWERPAN 0 GAS TEST 0 WATER HEATER ~ FINAL READY FOR INSPECTION: ·tMONDAY D TUESDAY ~A.M. □ P.M. (1 0 rJ / r1 U- ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE 0 CEILING HEAT 0 G,F.I. D SMOKE DETECTOR 1 FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING 9(l: FINAL □WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY \-\~ ~( PHONE NO. 4-3G?-S6z.-l PERSON TAKING REPORT----'Gtt=t-1------ .. - INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance with the current energy regulations, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS 2708 J\nteo Place Carlsbad CA EXTERIOR WALLS Owens-Coming and Manufacturer Johns-Manville CEILINGS Batts: Blown: -===~==-~--- Owens-Coming and Manu fa ct urerJohns-M3.nville Manufacturer --------- Thickness/Type Thickness/Type Thickness/Type 3J" Friction R-Value__ll_ 6" Friction R-Value-1.9. R~value --------- R-Value Wt./Bag Sq, Ft, Covered --------------------- FLOORS Manufacturer ------------Thickness/Type ________ _ R-Value GENERAL CONTRACTOR BY TITLE SCHMID INSULATION CONTRACTORS, INC. BY u ~ 8~ TITLE Branch Manager ---·-------------- LICENSE# _____ _ DATE LICENSE II 221517 C- DATE - ' Lt~·c · .. 197G · unc· ·. Ot'NER-JOB An=n=r..=Ec~S~S'~,--------,----- PERSON TO COi'I 1'E°CT I'HO NE Col:"rcctions made below are to be made on originals ancl new pr:i.nts su~:nitted for re- check. Indicat~ where corrections are to be found.· The ar:proval cif plans and specifications does not permit the vioia- tion of any applicable City, County or Stetc l a~s and ordinances. (Minor cor- rections ~ny bt: made. :l,1 red ink on the 1=-rints) . . Checked by ~ Date 3_: ll:..8'/ GENERAL Show job address on first sheet of plan& Show on first sheet of ~la~6 n&rue, addres s and ptonc # of ov~~r and person respoaRihle for ·thc preparation of the pkns. Su!;;; .u:A fuEy dimens ioned plot plnn dra\ffi to scal e s how1~g location, size, use and type ~ con~truction of all strYctures on thi l ot. Identify property lines, ~how l ot . r~nsions , ahow c trcet name d ,catiot:. Show n 12.·.1 :rn<l existing .~~Y Slio,· l ot drainage. Show eleva- tion 6f' buil d;im: f·iniQh floor, driveways, r,trects. $lc pr! o f clri vcw,!y not to l':,r.ced 20%; ft!•j:i.c.:.t:e i-:lopc of: <ldvl!way . R~vcr scd plan i; n::1y no t be uGcc\. Jncornpl P.t <:, fn rlcd, ind0.finitc plans or cu.)cuJ :.1Uonr, arc 1.0~ ,:H:ccptahl::?. (303~-d) A {'(J111p l c.:1:c ~ol] i; l't)por.t is required. ?ll1t.,d pl.ii,, Ocd. 78-l,J ccmplL1n cc to he ·-c1'1·tlficd by City Enr,inccr. :• •• ···---. 'I"... • . •.. . . . I NO. -i: .............. g /...--~ 5:>.-y---i-·- Approval of th_e following . dep·art- ments is also required prior to issuance of permit: Plc'..nning Engineering Fire Prevention Water & Sewer County Health (septic tank) Redevelopment Agency Approval required prior to start of construction. Permit may be issued. Coastal Commission Rechecked by Date ------ Complete structural calculations are required including a lateral an,lysis. _ Engineer/architect to sign rlans / calculations. (301-C) Parking required. 2-car garaie, 400 -sq ft min -18'011 min width. (2702,Zoninr,) _ Delete "tyµic a l" notes and deta-J.ls that do not apply to this job. FLOOR PLAN-LIGHT-VENTILATION-EXITS ~ndow area is insufficient in L..OFT. lh~ ~~ · 10'/4 Of B:ltP:-.ffl~ ~IR&Q m; ~rb.::! which will open ~s insuff i- t in -~-¼£ fLEidp ~ J/Eii1Jr)1,,,,__ •. ___ Minin.1.1r.1 roorn sizer: M~rooms 70 r:q f t ~ l-:ith 7'0". n:inimum ,,ddth; one 150 sq ft 11 1.00,,1 H:-Juir.cd. 0 407-6 ). _ C<.!iU.nc l1cicht i!: ins uf f:lclcnt in Nov. '79 .( _J-0 _[ __j . () -:a., __, I(-) -z z -I-otrj ?j/) I'-......._ / ~-ol QA/ e£~:,t(.J,/"'-c.fX !lS -I-'t x I, X ~6:) z fA/ ~ ,st '<i/ /16 L ~r ;_~? f.b-r.. -:;J: y-e.,; I 3X~.fl,X -z. ftF:' . . . __ ;Eaves not to 'proj cct within 30" of property line for legal light/venti- ~ation. r -~r.o•Jidc f an in b:i th -n:in_in.um 5 air . ·. ch~nges per hour. I "1 LA.V ~0(¥,,\ OF ~1),1 lo/D• ' Sleeping rooms must have an emergency -exit. Windows: sill height r.iaximum 44!'; !? • 7 sq ft minimum of openable area; clear height 24" minimum; clear id h 20" minimum. (llf04l,---To -..,a.et ~AA c access -22"x30""1iiinimum (30"xATTIG if using attic furnace).(708,M.C.). ' Wall/ c eilings -class III flame- -spread rating required for all finish materials. (T-42-B). _• Floors above second story shall have · at lP.ast· two ·exit·s. • At J.east one exit door-shall be 3'0" -xG' 8" minimum. ~ ~ FOUNDATIO~TS . . . . v.._;;;;.::-AwafojU RIL w~• "To I~ _ S~fy tonrnfe~or sow -~. . . cret e strength at 2000 psi. __ Extend piers and f ounda t ions below i nside excavated grade, __ Step down footings adjacent to __ _ slope exceeds 1/10. (2907-c). / Extend sill bolts 7" minimum in foun- dation 6 ' O" max:.i:,rtum o. c. (½"xlO" lopg,,, bolls minirn'..lrn) (2907-e.}. /4 :.__ Design ,,mlls retaining more th~ 2'orr of earth as retaining walls./ __ Gara3e foundations must meet._ require- ments f or __ story building.· Show section. Specify !oundat ion grade redwood, or -pr ~urc-tre3ted mudsill. (2517-c-3). ndcr floor vents sha ll equa~ 1½ sq ft i;C:.: 25 linear feet of wa ll.(2517-c-6). .:'rcvidc ,1811 x 24" access to under- loor a.-r e~. (2517-c-2). how ·found~:ion s ections and pier .,izcs. (T-29-·A , 2907-e, 2517-c-5 , 7) Show 3½" minimum concrete s l ab.(2623). l,'ood to be minimum 6" above -finish gr ade . ___ Show depth of footings below na tural grade or 90% compacted fill. FRAMING ~~ Rq:>F r ovidc -4iypieol fru111 h,s Horizont.11 .:1nd vertical framing lum- ber to be U2 Douclas Fir or be tter. -2- ♦ _ FircLJ.ock at f loor, ccilinc, coves, and mic.!-height of wall over 10'0" high. (2517-F) Show double plate at top with · /18" min- . . (2518-g-4) size of headers for all openings 4'0" or wider. (2518-g-7) _,_ Show method of supportiug h~aders at cor- ner windows. . _ Ceiling joists/floor joists ovcrspanncd. _ Brace roof framing to partitions. (2309-b) ._ Roof rafters overspanned. · Provide rafter tics where ceiling joists .--and r afters are not parallcl.(2518-h-4) _. _ Show -size of members supporting porch roof. • Double joists under parallel partitions. _._ Provide ·truss drawings and layouts prior _ to permit •. . _·_ Plywood. Show thickness, grade, index . no., type glue, and blocking or clips or T. & G •. • Skip sheathing; show size arid spacing. oon frame walls adjacent. to vaulted ceiling._ uu,,J<, ~~ _. _ Maximum allowable height for 2~4 studs iS 1'i I 011 • (2518-g-2) • Indicate 2x6 studs or 3x4 studs for first floor of 3-story bui lding. Solid sh~athing of first floor r equired also. _ Sho~ plar.t e r box de tails, required water proofing and required air space. _ Sp~cify exterior post protection when posts are bearing on concrete. (Z51i-ci-4j. _ Ridge board shall be a ssigned as a load- bearing me~ber when roof slope is lc~s than 3 in 12. -~AA/ry ..BA.A.c,.,..,vc ~ eu~ GARA.GE _ Garage not permitted to open into sleep- ing rooms. (lSOl•) _ Garage walls and ceiling adjacent to or under dwelling to have materials approved for one-hour fi~e resistance. (503-<l-4). _ Specify 1 3/8" solid slab, self-clos ing door.for opening from garage to house. _ Show garage frnming. _ Show size of header over garage opening. Provide lat8ral cross brace at plate line of gar.age. · Provide 18" platform for ~~atcr licate.r -ar.d /or furnace . (1310-a, P.C.). _._ Continue ~nd r einforce the foot1ng acro~s front of g,'.irage opening ~nd return r ein- forcing 4 feet down each ::;ide of g:-1razc footing. Nov. '79 -3-•... . . , ... ~. . MISCELLANEOUS L Specify lath and plaster to comply with• thru 134.4 (Air Infiltration I Chapter 47. I Provl<le an approved waterproof building • · L....11......,,.-_..,..,._._~_ · I paper under wood siding. (1707.:a, 2517-g). tion furnace. ~ Specify masonry veneer to comply with • Louvered window not al r s · 3006 ~aow tte .. "-r 2 p,:. .,.,.,.. ~•0 1t• -I ec. • ~ SIAtf'Jll,,<I!: w,,,.. ID ,.-,: ,.._,1<"4V __ I , ho etails. • >J.ao ~ I.A~ ~T, o,a. ~tails of chimney a~'T~1~ "'-~~ ~LUMBING Stairuays. Maximum rise 8"; minimum · · · . -tread , minimum headroom 6' 611 ; mini-. Specify stall shower minimurn width 3011 ; id th 2' 611 • Show details. -mini~\.lm floor area 900 sq inches. (909, P. C.) ... tairs. Provide handrails~ show detail! Specify wall finish in shower area not (design for 20# lateral load). ~1!11 Jin":"/N:/Mal"III to be adverse ly affected by moisture to • Enclosed spaca under stairs to be pro-6' above the floor, provide out-swinging -as for 1-hour construction. shatterproof doors for sho~erG1711-d,e). 3611 high ~,!f¾11'!:s~.tffW.Jfn~"21 Water closet area minimum width 30"; termediate support~ 9" o.c. maximum. minin um clearance in front 24". (1711-b). · Show weep screed on stucco walls. (4706-e). Showr~ater heater location. . = Show 11 rnater:i_.l!ls .J.1$~d on~: or at:L-) ~ P~':'alve to discharge to exterior. (1007·,P.C. erior. · (KT ~1" 1RJL.. ~""""'· Cl:!::'Provide water pressure regulator.(1007,P.C.) Show schcduJ.e,hc:ll'!$~ venCT ~ 1.or(t~~-c). ..L Provide back-flow preventer. (1003, P. C.) -R~½vf.k}-~· ~~&~i-?: PoOF M ~$</~'7E,· ~ ~T tv.A?t"'?(.. ~y e~.;, t-eM txl:eo o~eeiry ~Rg1e ~ r,v-;; . '.h .A nails to be gaJmrni::rnd or coppg:r (T-32-D) ELECTRICAL ~-t,.:~ z, ·• j -Sho,~ alepe of .,. =£. le.ah MO. eJ~ 'Sll-Yl-G~. ~ ~·····--·~ :_ Shm: overfl ow at low point of flat o~nd location of electric panel roof. . -met~ l ~r-~ca Provide .1cccsu tn attic furna ce 2.s per 708 · · ·· Sho,1 location of smoke delC!ctors. (1413). UHC. lJll J;m required on exterior outlets a.nd a::;s subject to human impact to be ~batl)roo~outlets.(2.10-8>l;EC). 'I~ temi,el:ed per. Chcptcr 54 and~!cferal One ootlet required on exterior of rcsi- ref,lila ti.ons . _...-t='o,i. WfUD'1AJ ~ ~ LHJOIJ.JG,. -·-dence. (210-25-b,NEC) ___..... VE'f/T aR->-~ p o~rs.,1~ : ~fficient electrical outlets in S,fl.. NO•\ ENERGY ~.ergy CCLtificnte (St~ndard Design) ~ b e -signed prior to permit . • I Prop~r Sta t e cne~gy forms to he sub- ···-mltted (not a Stand.ird Desi gn). _!__ ShoH total area of all r,laze <l open·- ings. 1 Shm.· minimum wa ll ins ulatJ.on -R-11. -, Show minin~um ceiling ins ulation - R-19. I / Ricid ins~lation used in open beam -· urC'aS to he sped fic<l -mnnufnctur- er' s n.ime , thickness, "R" rnting. -~ Ext:erior doors to he fully weather- stripped (including door fr.cm hc u se to r,nrn~c) • ..!L. Slidi ni; r;l:t!;U doors nnd windows to be certified an<l labe l ed t o co1:1ply with A~~ri~an Na tional Stnndnrclu Institute H8t, Ul/tY.. 4t L-Of=-:(, ' Kitchen. Outle ts required each s ide of · -sink or range, at end of projecting coun ters over 6 1 011 long, and at each coun ter over 1211 long. (210-25-b). _·_ Li.g:1ts required at each ~xterior m;,n do9r. (210-26-a). 'fQ'\-rr,H-IOUSES (Zero Proper~y ½_inQ Units) Provide 1-hour walls at property line -(one 2-hour wall okay in lieu of two 1-hour \.1alls). Show details from fmm- da t ion to pnrDpct . (T-5-A, T-43-S). Provide 3011 p;:n:apet o r provide 1-·hour ceH:tnc 5' 011 c,.ch !ddc of p·ropl'!·ty U .n0 \lall in U .cu of 3011 p.:irapct:, (l'cnc tr.:i- tion o f 1-hour ccilinn to be pro tcct~<l) _ Sho·,1 how mcct:lng Sta t<' :;ound ccnt;:ol rcr,- \11.lU.ous nt property line walls STC-50. Dltl ~ in nrcn of high c Y.t c rfor no:i.::C!. Bl<lc exterior envelope\ to meet State sound coatrol r ci:ll l<'ltions. "1"" I 7() I I I -J ' • • • INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: o2?ar m~ ~ Al?lv ell lb -c).s-1-31 DATE:!!ECEIVED FEB 10 1981 CITY OF CARLSBAP Building Oepnrtmen PLANNING DEPARTMENT 1 , Z ONE __ _____.lf1--1-_---'-, ____ L OT SIZE _________ LOT WIDTH :16 UNITS ALL~ED __ __._ ________ UNITS PROVIDED ___ ~/~_-:_-_~_~_~_-_-_-_-_-_-_-_-_-_- PARKING SPACES REQUIRED -~---4-.1~. _PROVIDED~~~~0'\- 6 _ % COVERAGE ALLOWED ------..a.v~~--~----PROVIDED ___ _p..c,,,......c...=..I _____ _ BUILDING HEIGHT ALLOWED PROVIDED --.,,,,..."--'-------- FRONT SETBACK: , (I)\ ALLOWED ~ w- PROVIDED ,q•~ SIDE SETBACK: REAR SETBACK: /6' INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ~N~11}LIL--------------- ADD TIONAL COMMENTS: r; =E=N=G=I N=E=E=R=I=NG==D=E=P=A=R=TM=E=N=T====;==f=D==. ===~u:::::;=a::::;t=4.o==.z:,;:::::==,_=.J=: ====================~~/;1.- R. O. W. _____ INDUS TRIAL WASTE ______ IMPROVEMENTS ______ _ I SEWER CONNECTION ~,E._Z)_U_£ _____ DRIVEWAY LOCATIONS ___________ _ GRADING PERMIT --~----EASEMENTS _________ DRAINAGE ____ _ LEGAL DESCRIPTION b(/7';;25-£eJ # ~ ---'--"d~P w I ___ o K To FIN AL J,u.t L DATE ll . .3, f2[ FIRE DEPARTMENT SPRiliKLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ FIRE ALARMS EXITS _______________ _ FIRt HYDRANTS LOCATION _________________ _ ADDITIONAL COMMENTS OK TO ISSUE: _____ DATE _______ OK TO FINAL ______ DATE __ _ WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET _____ __, . . .. . ' 1200 ELM AVENUE CARLSDAD, C-ALIFORNIA 92008 Building Department . ' TELEPHONE: (714) 729-1181 .. qj;itp of Qtarl.zba~ ...REfilDENIIAL ENERGY DESIGN CERTIFICATION •. Permit No. _______ _ Issue Date. ~-'1..6-~\ . CERTIFICATE DF. W.·12LINICE WITil filERGY COtlSERVAfION ]ESIGU REQUIREMEr-ITS CONTAINED IN ARTICLE 1, PART 6, TillE 24, CALIFORNIA AITt CODE . I, 'lRv~ Cl., t\~ · , hereby certify that-I am fami 1 i ar with the state energy_tonservation standard~ mandated in CAC Title 24, Sect~on.T20-1401 through T20~1406, and that the · plans and other.documents submitted in support of the appJicatfon .. for .a building P,ermit at "?:.. 7C>"'C' -'-'\~ '?L. ~~ ,cA . Address· '-..--'-:b:...' -~'Z.!_5"-==-'---~:;:c.·..,.,, ___ , __ ·'-\_;· c.....-...c,"'ZJ_D_--_.'is.:;..,·,..., ~,----------. _Assessor's Parcel No. Dated comply with all current requirements of these regulations~ ,Signature ::0..., , ,, , · )· I .• Title C..0~-- ( Architect, Engineer, Contractor, Other.) ~-~.es~:)-. ~' .State License or Certificate No. _ _,3'-'-\-~ ____ L__,:,'-._· _______ • Date '-' -'t. ;> --"ir \ Submit to the Building Department with permit application • .. ' : . . ,. Form 78-101 - \ - • .. _ .. - BENTON ENGINEERING, INC. AP'P'LIEO SOIL MECHANIC& -FOUNDATIONS ~HILIP' HENKINQ BENTON P'IH:•IPSNT · CIVIL l:NGINl:Ut ISIIAO RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 February 10, 1981 Mr. and Mrs. Douwe Nouto "/c Building Designs 126 Camino Pablo Orinda, California 94563 Attention: Subject: Mr, Michael Brinkerhoff Project No, 81-2-6F Soil Conditions on Lot 425 of Lo Costa South Unit No, 6 Carlsbad, California Dear Mr. and Mrs, Nouta: Tll:Llll'HONII: (714) 94511-181515 RECEIVED FEB251981 CITY OF CARLSBAD Building Department This is to report the soil conditions on Lot 425 of Lo Costa South Unit No. 6 in Carlsbad, Colifornio. An inspection was mode by o representative of our organization on February 6, 1981 and it is concluded that the soil conditions ore essentially the some os presented in our report on the grading of this subdivision under our Project No. 70-3-10D, lost revised October 10, 1972, Compacted filled ground was placed over the entire lot oreo during the period between Morch 10 and July 20. 1970 and the results of tests token during the site grading indicated that the filled ground hos been compacted to ot least 90 percent of maximum dry density. It hos been determined that the fil I materials, compacted to 90 percent of the maximum dry density, hove o safe bearing value of 2,000 pounds per square foot for one foot wide continuous footings founded ot least one foot below the lowest adjacent compacted filled ground surface and placed five feet or more inside the top of compacted filled ground slopes. If footings ore placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below o l 1/2 horizontal to 1 vertical line pro(ected outward and downward from o point 5 feet horizontally inside the top of compacted filled ground slopes, The soils in the upper three feet below finished grade were classified os having o low expansion potential. Therefore, special design and precautions for expansive soil conditions will not be required. Mr; and Mrs. Douwe Nau ta ,.' Project No.' 81-2-6F ------------------.. --------------. -. -------- -2-February l O, 1981 It is recommended that positive drainage be provided around the perimeter of the house. Drainage systems should also be provided ta cal lect al I runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. Ali 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, If there ore any further questions concerning the soil conditions on this lot, please contact us. Respectfully submitted, BENTON ENGINEERING, INC. By -Re. --& R.C. Remer Reviewed by --=-G2~-~ ~---.....,;, -·. j-R--,. ,,....L,"J,.::,...;..-';,,,,-~~~%,___===------ Phi~ Ci\7iTYngineer RCE No. l 0332 Distribution: (3) Addressee RCR/PHB/jr BENTON ENGINEERING, INC. , I ! l ! l ' •, ' i I ' • BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS --FOUNDATIONS 6741 El. CAJON BOULEVARD 6AM. DIEGO. CALlll'OANIA 92'1~ PHILIP HENJCING BENTON ,.,urSIDl:NT • CIVIL ENGINCIUI August 3, 1970 Rancho Lo Cosio, Inc . Costa Del lv\ar Rood , .. ·. Rancho Lo Cosio, California ··92008 Subj~ct: Gentlemen: Project No. 70-3-l0D Fina I Report on Compacted Filled Ground Lots 411 to 432, inclusive, Lots 437, 438, 444, 455, Lots 466, 470, 471, 473 Lots 488 to 493, inclusive, La Cos to South Unit No. 6 San Diego County, California County Permit No. L5569 SAN OlltGO: :583-5654 LA MESo\, 469-5554 This is to report the resu Its of tests and observations mode in order to inspect the compaction of filled ground placed on certain areas of Lots 411 to 432, inclusive, Lots 437, 438, 444, 455, 466, 470, 471, 473, 488 to 493, inclusive, Lo Costa South Unit No. 6, San Diego County, California, more particularly described as a portion of Section 36, TJ2S, R4W, S.B.B. & M. The fills ware placed during the period between /V';0rch JO and July 20, 1970. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications ore shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading pion used for the placement of filled ground was prepared by Rick Engineering Company of San Diego, Co lifornio. · The approximate locations at which the tests were token and the final test results are presented on poges4 to 11,, inclusive, under the "Table of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the major Fill materials ore presented on page 12, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Tobl.e of Test Results" were combinations of these. The tests were token during the weekly periods Indicated below: Test Number 1 to 7, 8 to 48, 49 to 94, 95 to 156, inclusive inclusive inclusive inclusive Week Ending March 13, 1970 Morch 20, 1970 March 27, 1970 Apri I 3, 1970 ,, . ' I 11 proje~~ No. 70-3-lOD Ro,1;::ho La Costo, Inc • Test Number 157 to 179, inclusive 180 to 195, inclusive 196 to 219, inclusive 220 to 257, Inclusive 258 to 261, Inclusive 262 to 277, inclusive 278 279 280 Week Ending April 10, 1970 April 17, 1970 April 24, 1970 Moy 22, 1970 May 29, 1970 June 12, 1970 June 19, 1970 July 17, 1970 July 24, 1970 The final results of tests ond observations indicate that the compacted -filled ground has been placed at 90 percent of the maximum dry density or greater. It hos been determined that the fi II moterio ls, compacted to 90 percent of the maximum dry density, have a safe bearing value of 2000 pounds per square foot for one foot wide c0ontinuous footings founded at a minimum depth and placed five feet or more inside the top of compacted fille'd ground slopes. The sofa bearing value of the natural soils suitable for structural support has been determined to be 1560 pounds per square foot for one foot wide continuous footings placed at least one foot below the firm undisturbed natural ground surface. If footings are placed closer to the exposed slopes than 5 feat inside the top of these slopes, they should be deepened one foot below o 1 1/2 horizontal to 1 vertical line projected 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 one story wood Frame dwellings without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 69-9-8C doted November 7, 1969), we stoled that some "ex,oansive" soils existed on the site and If they were allowed to remain in the upper 3 feet below finished grade some of the lots would require specially designed footings and slobs. We further stated that these lots would ba listed upon the completion of grading. The lots where expansive soils were observed to remain within the upper 3 feet, are tabulated as follows: · .-· · · Type A Type B Lots 411, 434, 435, 438, 444, 448, 463;':477, 478,483, 484, 489 Lots.413, 415,423,429, 430,431,432,437,443,445,446,447 449, 452, 455, 464, 470, 4717'474, 475, 476, 479, 480, 485 486, 487, 488, 490, 491, 492, 493 It is recommended that the following special de,ign precautions be token for the houses to be constructed on tha above-listed lots: Type A Lots 1. Avoid the use of isolated interior piers. Use continuous footings throughout, and place these at a minimum dapth of two feet below the lowest adiacant exterior final ground surface. i3ENTON ENGl',i:.EHlt1•.:;;. INC. . ' -~;;;laililiM-----------------------,------ . {4 . il . • "Protect No. 70:.3-10D -3-A1Jgust 3, 1970 ! I I j; ! ! '. . ' Rancho La Costa, Inc. 2. 3. 4. Reinforce and interconnect continuou1ly with steel bars all interior and exterior footings with one 115 bar at 3 inches above the bottom of the footings and one 115 bar placed l 1/2 inches below the top of the stems of the footings. Exercise every effort to assure that the soil under the foundations and slabs, hos a uniform moisture content, 1 percent to:3 percent greater than optimum throughout the top 3 feet be low finished grade at the time of placing and foundation and slobs. ).·\. Use raised wood floors that span between continuous footings, or reinforce all concrete slabs with 6 x 6 -10/10 welded wire fabric and provide a minumum of 4 Inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slobs under living areas. 5. Separate garage slabs from perimater footings by 1/2 inch thickness of construc- tion felt or equivalent, to allow independent movement of garage slc1bs relative to perimeter footings. 6. Provide positive drainage away from oil perimeter footings to a horizontal distance of at least 6 feet outside ·the house walls. Those lots listed on page 2 as Type 8 lots should follow all the above-listed recommendations with the two following exceptions: . 1. The continuous footings may be plac~d at a minimum depth of 18 Inches below the lowest adjacent exterior final ground surface rather than the two feet · recommended for Type A lots. 2. Single 114 bars placed as directed (above) near tops and bottoms of all interior and exte;ior footings may be substituted for the #5 bars recommendad for • Type A lots. Recommendations 3 to 6, inclusive, as listed for Type A lots, ore applicable to the Type B lots obo. Respectfully submitted, Distr: (4) Addressee BENTON ENGINEERING, INC. By~~ William q, Catlin, Civil Engineer , --~ /l,//? Reviewed by C:s,-;;f;/9' ,¥ ~ Phi I ip H. B6nton, Civil Engineer ' BENTON ENGINEEAl~lG. 1/'IC. (2) Attention: Mr. Burton L. Kromer (1) Rick Engineering Company (2) San Diego County Bui I ding Inspection Vista Office ~~~fr{~~ ~ -_,;~.,.. .... ' )';( il ,:\/A;,.\/4.AA/4\A,A/A/AAtA/AAA/AP.,/A/A/AAA/AAM&AA/AIAIAAAAAA,1WMA .. A/A/A~i· ~ ~ 3 [ r r 1 t f i r U t f Of Ql) r r lt pa tt r !J . "1"';,. •• i . CITY OF CARLSBAD ~ ► g This Certificate issued pursuant to the requirements of Section 306 _.. t of the Uniform Building Code certifies that at the time of issuance 1► . this structure complies with applicable ordinances of the City 3 regulating buil~ing co~structio~ use. ,, j U,e Class;ficatioo Single Fannly Dwelling Bldg. Pe,mit Na. 81-59 i Group _____ Type Construction _____ Fire Zone _____ Use Zone ____ _ Occupant Load _______ ..:.,...:_____________________ " ~ Owne, of Buildin"; Douw~ R. N:111ta , · Add,es, 1450 Fieldcrest Circle, Pleasant Hi~, j '"''"' """" ."f', ""."'.' Vlf-'_; ; , '-•"• C~ shad CA. 92008r----~ ~ f ~ ~ XWWTI' W"i:~';f/'1r'•'/''l/''tfo//WWW'W~!WWW W'l;'/'lf/WffW"l!/W'Y/W~'W'\IW'"/"fWWW~' }!( CA. - 'I • 6/10/80 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner IS Name ___ ..,now1 ... ,w ... e:.....i,.R~-__,N,...awUe>-ta.a ________ _ Mailing Address __ 1,..4..,5..,n_p""i,..e,..J .... d ... cr.ue.,,8,..t_ ..... c_,_1r ..... c~Jcce'------- Plea5ant Hill, CA 94523 Service Address: ____ ___.M..,aco;t.eeu.o-.1P'"'J"'a"'ce.e ______ _ Tract Description: Jot 425, south 6 Assessor's Parcel No. JJ,..1/o-J..r/--?,/ -~o Phone No. {415) 228-4944 (415) 271-2960 Type of Building single family No. Units.-J Connection F2e $1500.00 I Lateral Size: 4" _ 6" _ 8" _Saddle_ Easement Connection _{pre-pd 200.00) I Extra Footage: __ @$ ____ Extra Depth: ___ @$___ 1300.oo/f1,d:,,.,,; i Lateral Fee ___ l!l,~ 7"'·"} ! Amount Rec'd $£ico.oo Ck. Mo/Cash ;::i:t:7j2:'; Date 8-c:2.1:eo Rec'd By c{L/liv? Prorated Sewer Service Fee Total $1500,00 The application must be signea 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. AMY 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 prc-~.;!ted se1:¥·e; .. s2rvicc fee is based upon the date the Di strict estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually conmences 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 Lnders1gned hereby agrees that the above information given is correct and agrees to the conditions as stated . < Ii /I l/ / ! -1·-· ,,I · /'-. 1 l . .:., , ,,:.~ Owner's Signature J,Qq4,Q.,, Account No. l