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Home My WebLink About2841 ESTURION ST; ; 86-150; PermitLet RAIl PEN ONLY & PRESS HARD ~he~eby affirm that lam licensed under ) provisions of Chapter-9 (commencing with Section 7000) of Division' 301 the'Buslneg9 and Professions Code, and my license is1 full force and effect. z 'c. No. ________________ Class -'-- I hereb attirm i ,...-'am exempt from the Contrac' tot's License,_La__01 the following reason (Sec. 7031.5 Busixvs'xnd prolesslons Code: Any city or County which re - quires a permit to construct, alter, improve, demolish, or __repair any siructure, prior to its issuance also requires the ap-plicant for such permit to file a signed statement that he is. licensed pursuant to the provisions ut the Cxotractur's License Law (Chapter 9 Commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is en' empt iheretrom and the basis or the alleged 000mptixn-'Any - violation of Section 7031,5 by an applicant for a permit sub- ' jects the applicant to a Civil penalty of out more than tine hun- dred dollars ($500). ci t, as owner of the property T?STEhrp4egg,os with wages cc as their sole cump005atiox, mliii dx the work, 01rd,_the struc- a . tore is not intended-or uttered or sale (Sec. 7044,"8q7ines5 and Professions Code: ..The Contractor's license lavl'ntpes 5 not apply to an owner of property who builds or impro0s thereon and who does soch work himselt or through his Oih employees, provided that such improvements are not intehd- .. Sal od or offered or sate. It,, however, the building or Improve- Z - moor is sold within one year of completion, the owner-builder I: , will have the burden of proving that he did not baud or im' 0 prove for the purpose of sate). , -. ci I,' as owner of the property, 'am eoctsively contracting I' with licensed contractors in construct the rknject (Sec. 7044. Business and Professions Code: The Cotractor's License i' . Lawdoes not apply to-six owner 01 property (whu builds or im' . proves thereon, and whn'Ceqtracts or each prguects with a j (0 contractor(s) 'license parsuarihip the Cpirtractor's.,License '°' Z . Law). 1. - • , . -1 [J As'a'homeowner lam improving my home, and the 10110w' 4 '1109 conditions exist: •-' '- CIC 1, The work is being performed print to sale. 2. l have dived in my- home or twelve .months prior to completion of this work. ,. sal 3. I have not Claimed this exemption daring the last three yours. ' DI amexemtt under Sec. ' .8 & P.C. or this reason' 8. , - - • -0 'thereby attirrrr that I have a certificate 01 consent to setI.insure or a certificate of Workers' Compensation In. a saravce. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. • • ,. COMPANY I- -. - 0 Copy is tiled-with the city 0 Certified copy s he eby In n shed CERTIFICATE OF EXEMPTION FROM WORKERS' 'COMPENSATION INSURANCE ' ' ilhis section need not be completed it the permit • ' 'is for one hundred dollars i$1001 or less) 0- Icertity that in the performance or the work for which ' this permit is Issued,' I shall not employ any person in any • manner so as to become subject to the Workers' Corn pen. satixn Laws 01 California. . $ -' NOTICE TO APPLICANT:'tt, alter making this Certificate - at Exemption, you should become subject to the Workers' Compensation provisions 01 the Labor Code, you most forthwith comply with such provisions or this permit shall. be deemed revoked. - r .' . . .. . I herebj'atbirrn thaI there is a construction lending agency for the performance 01 the work for which this per. 01 , milt is issued (Sec. 3097, Civil Code) zl._• _.-. - • -. .- - Ui i Lender's Name LLender's Address_. APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - CARLSBAD BUILDING DEPARTMENT -4 Carlsbad California 92008-1989 (619) 438-5525 AP L CA & PERMIT 'B ADO ES ,- ' AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICATIONJ BUSINESS LICENS VALUATION ' PERMIT NUMBER -_/(---o LOT BLOCK SUBDIVISION ' ASSESSOR PARCEL NO. CONTRACTOR r(.S3& CONTRACTORS PHOP&Ec ZONE OWNER'S NAME OWNERS PHO E c7.f/Z/ d*s72' 2 CONT RACTOt ADD R ESS LICENSE NO, . PLAN I.D. . - BUING SQ.' FOOTAGE OWNER'S MAILING DORESS - : - • . • - .. '7, - . - 3Z90. 7 DESIGNER DESIGNER'S PHONE DESCRIPT WO, C4 2,40 Z4 lf DESIGNER'S ADDRESS LICENSE NO. 061666198 ,F/F FLRELEV, - NO 0 - EDU " .62 _______________________________________ f3 / 000181198 5/06/eS 456G82 C •'' t: ND CENSyS TRACT GPLAND USE: PARKING PACE. RE S UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPRJ AREA YD N o ' N \7I'J YO N Nor Valid Unless Machine Certified - OTY. " PLUMBING PERMIT- IS9tJE CITY. - " MECHANICAL PERMIT- ISSUE - 3 SUMARY/ACCOUNT NUMBER IZ2I EACH FIXTURE TRAP - ( INSTALL FURN DUCTS UP TO 100 000 BTU L,L BUILDING PERMIQ 001 810 0000 8220 / EACH BUILDING SEWER8'_u 0 OVER 100 000 BTU SIGN PERM .001-810-.0 1 0-00-.8221 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLA H 001 81000008806 - EACH GAS SVTEM I 104 'OUTCE'TS. •- 8OILER/COMPRESSOR 3.15 HP-, -- - - ', TO MBI G $$ 0099222 - j, . EACH GAS SYSTEMS OR MORE . - METAL FIREPLACE Ji LECTCAJ dMIi1781Qf4WK23k J'j_-. nJ EACH INSTAL., ALTER, REPAIR WATER PIPE , VENT FAN SINGLE DUCT - , - MJCAL 3 0-00-00-8224 EACH VACUUM BREAKER • MECH EXHAUST - HOOD/DUCTS - - MO Ma I p(%01.810.00.00.8225 —WATER SOFfNER ' .• '- ' RELOCATION OF EA FURNACE/HEATER t - ' - M0BILEI A 5 •' ,, -. -EACH ROOF DRAIN(INSIDE) - ' - ' ' - • I - ' SOUSRV ¶C 001-810-00-00-8226 • - - ., 'T • TOTAL MECHANICAL ,. •TOTALPLUMBING --T-77' - ' , '(Ta — F III PRINKLERS - 001-810-00-00-8227 • - -- - . - - STROJION - -. 880-519-92-33 QTY ELECTRICAL PERMIT ISSUE QTY SOLAR ISSUE PUBLICFACILITIESFEE 33281000008930 NEW CONST CA AMP/SW1/BK R /%.f 3 7 COLLECTORS SCHOOL FEE DISTRICT i PH - -, 3 PH - -' STORAGE TANKS '•, ' Carlsbad '- EXIST BLDG CA AMP/SWT/BKR ROCK STORAGE Encinitas lPH.tt'._.. ____u.3PH __•-- - PUMP __'-' 'u.' • 'San O1egi•Iuu_'-,::.'.,-'-a'W' •a:'_- REMODELAI,TLRd PER CIRCUIT ' - PLAN CHECK FEE - San Marcos _£___' - TEMPPOLE-'2O0AMPS,'- _- ' , '' I - • , -'-.- \ .',"•' OVER200AMPS LICENSE TAX' 001 81000008162 u TEMP OCCUPANCY(30DAYS) MFF CREDIT DEPOSIT 1Ll7fr', ç'> - TOTAL ELECTRICAL• •. - - TOTAL SOLAR - - -- ' TOTAL- FEES PAYABLE Ir '-_ I HAVE CAREFULLY EXAMINED THE COMPLETED --APPLICATION AND PERMIT' AND DO HEREBY Expiration. Every permit issued by the Building Official undethe provisions olthis * AN OSHA PRM:T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF, PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE autbrorlz:d ITRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS s from the date of such permit, or ib1't buildin such permit ls not commenced witor work authorized hin ch 180 j:rrnit is xsnd:dr STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time aer the work is commenced for a period 01180dayoJPV D ~ STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND . _- KEEP ,HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS APPLICANT'S SIGNATURE* OWNER 000NTRAcTO VT eY2"\ EXPENSES WHICH MAY IN ANY WAYACCRUEAGAINSTSAIDCITYINCONSEQUENCEOFTHE BYPHONE GRANTING OF THIS PERMIT. 0 -/ 7 I TYPE I DATE INSPECTOR BUILDING FOUNDATION /1 REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR LI CEILiIN SHEATHING OOF .2SHEAR -'i-% FRAME I EXTERIOR LATH I INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BL/CO LI P1/CO UNDERGROUND LI WASTE LIWATER TOP OUT LI WASTE LI ATER TUB AND SHOWER PAN GAS TEST EJ WATER HEATER EJ SOLAR WTER ELECTRICAL LI ELECTRIC UNDERGROUND tiFFER .çg- ROUGH ELECTRIC 'p- LI ELECTRIC SERVICE ...21EMP0RAAY c-i-- LI BONDING LI POOL MECHANICAL LI DUCT & PLEM., LI REF. PIPING HEAT - AIRCOND.SYSTEMS VENTILATING SYSTEMS if - ITEMS ABOVE HAVE BEEN..APPROVED. FINAL PLUMBING ..' ELECTRICAL. MECHANICAL 0 / GAS BUILDI N G . SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS . INSPECTOR'S NOTES I NSPT I OI'J REO. IF CHECKED I APPROVAL DATE SOILS COMPLIANCE - 4/g- 'jWJ4 &)X PRIOR TO -.-°" FOUNDATION INSP .•. STRUCTURAL CONCRETE OVER 2000 PSI 0 _____________ ________ - PRESTRESSED CONCRETE CS-5 POST TENSI ONED CONCRETE FIELD WELDNd HIGH STRENGTH BOLTS SPECIAL M/SONRV PILES CAISSON'S - - 44. - -- ________________ -- 0 Ii ._:.,. - -. -. S S. City .6f Carlsbad ' MISCELLANEOUS 1200 ELM, GARLSBAD, CA 92008 -TEL. (619) 438-5525 . RECEIPT.,- - Job ress 74 ( £c',.,oiJ' - MISCELLANEOUS FEE'REcErPçL 1106 PLAN CHECK FEE 001-810-0000-8806 - VALUATION El DEMOLITION El HOUSE MOVING -- . •- • .. . El PARKS AND RECREATION FEE________________ El PUBLIC FACILITIES FEE S El- SCHOOL FEE - DISTRICT ______________ El Carlsbad El Etcinitàs San Diego •• . - - El San Marcos I CERTIFICATE OF OCCUPANCY___________ City.. .LEGAL DESCRIPTION Owner Tg ' Mailin Address 3 , /4 Cy zip TeV I Contractor .L.. __',e,,a_ Address . Cit , Zi 2247t-2 CYZ Tel. State Lic. '. S.CI_ c/-<'2-o Lic.No. COMPLETEFORPLAN CHECKONLY . .. I -S . 7___59'Vof-/4c rq _LIc/17 ASSESSORSPARCEL NO Z/53SO_-o 3 -. DESCRIPTION *OF WORK El_' - - - - El El I : _.-S .:- PLAN ID NO. " J. 0. - . . . ,. •-' .-': -, DESIGN ER ADDFtESS '7 'iç__L e El______________________________ PHONE 7c-ac??8 El .. S • S • • TOTAL FEE - 5 • S - CONTACT_PERSON WARNING PLAN CHECK FEES WHERE NO ACTION IS APPLICANT IN 180 DAYS AND NO-BUILDING PERMIT-IS FORFEITED TO THE CITY COMMENTS - • , . -S TAKEN BY THE ISSUED.'ARE - - -. . -S • . . - • - . , S . - , •. ' Stgiiature of Applicant 5'7__ Date White - Appltcant Yellow - File Pink - (1) Finance (2) Data Process Gold —Assessor - FINAL BUILDING INSPECTION H -S PLAN CHECK NUMBER: 1 -, - - DATE: 93086 POJECTNAE 12 ADDRESS 2841 Esturion , , OCT 1986 PROJECT NO UNIT NUMBER _________________ PHASE NO C UTLIT IN TYPE OF UNIT SF0' NUMBER0F.UNITS 1 rp CONTACT PERSON Mike wl 46V 756-2538 CONTACT TELEPHONE 1/ Testing Engineers—San Diego I 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 -S S -Testing Engineers— San Diego S 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 . ,2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 507 ti IY (ii CARl bBAO BLDG I'P D F P DISTRIBUTED TO JOB NA GRAVO JOB 101) I M V 11 t4 UI GRAVO CONSTRUCTION JOB ADDRESS 2841 E5TERIuN AkI J.-AD ) ( A 92OO TESTING ENGINEERS-SAN DIEGO CARLSBAD) CA S - CITY OF CARLSBAD BLDG INSP DEP TESTiNG ENGINEERS-OCEANSIDE ENGINEER: RoyE. Moore, R.C.E./ T.H.Capnai ;R.C.E. / REPORT NO 17843 — BATE 06/13/86 P6T TI N S I V4 fl4131:1r( I ILJN RI PORt - sjI 43-.j5() in pci e d and dOV(] p o I tfl 1.5 Ion :1. 11!j c ILPdnd Mi Id te I re 1ff or( eM€-n t for now r ?c aLAnt i in. slab on (JT atiF', pe p 15an ar,d - spe(::Lfica t ions, - — - - - The work i npc ted comp lies wi hth e apr oed r)].ans anu heUniforMui1(-iin(J Code. — 4i1E - .5/5/86 Ar -t h u r Stephenson 1A6I<4 WT hl iAK _ —. UI 1A iR S TAbKt Drlic3 32 2.0 • • 5/12/86 S • ]:i:ectecthe p:iac:Ing cf c()m:reTe at LravoIs:idence S 770 Cubic Vardsofi.xNo.5O----OO14 p].acei, - -. i:o &;r test spec:iMens tacie DATES. • ,11 ti INSPECTOR'S NAME - - -- - - 5/12/86 . Cui:lierMo Baez - 7ihK4r R "It H 1AK4t 01 Ht3 TPKII L1 IIW3 3230 510 -- - TTREC:E1V — 55 •• - - _Sss_SS_ _=SS_ .• ..-• .jtJ4 25 1986-.- - — - -._-_._ __= . . - I - S -; — S -- — 5= -;-.— - ---S ---- - - - -- - - - - - - -- - — -.- --C- - - — - - ,55-- -S-s.- - =tfl _555.;5:r5 -- - - r_ ,a— TESTING ENGINEER S--SAN B IEGO 1 Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758.3730 3O1 JOB NO 5067 - ( 11 y () L(R1 (311ñi) 1t Dt TN' DE 171 DIbTRIBUTED To JOB NAME GRAVO JOB 120 0 i ui A VI tUi GKAVO CONSTRUCTION SOB ADDKESS 2841 ESTER ION ( BAD CA 920 U 0 TESTiNG ENGIEERS-SN DIEGO CARLSBAD1 CA - CITY OF CARLSBAD BLDG iSP DO. TESTING ENGINEERS-OCEANSIDE PRE-MIXED CONCRETE COMPANY ENGINEER: Roy E Moore; R CE / I H ChapMan1 R.C.E. Stephen M Poole, R CE REPORT NO 8584 CONCRETE COMPRESSiOrI TEST - DATE 06/&86 CYL UN WT AGE-@-STRENGTH PSI DATE OF MIX DESIGN SLUMP MADE TIME IN TINE OF CYL THIS TEMP iOA PLANT uiAh Nt1 PCF TEST TEST DESIGN POUR DESIGNATION INCH BY MIXER DAY SET/MARC F NMBR CODE IrCh u60 50-0014 -_____5_ 0 10 uO 4/00 1 0 5 62 6 21853 2050 LOCAt I'D N IN STRUCTURE: 'SLAB GRADE . 21854 14 . 3170 COMPLIANCE: COMPLIES WITH 28 DAY SPECIFiCATIONS 21835 28 3560 COMPLIANCE: CUMPLIES UITH DAY SPECIFiCATiONS.. 21856 60 0 COMPLIANCE: - - - -- ' -±Z_'__ - . ----4--±.--- - "------------ - - -; - --- --- - = - -=---- ----- -- a--- _- - - - -- - - PAGENO:1 ESGIL CORPORATION 9320 CHESAI'CAKE DR SUITE 208 SAN DIEGO C92123 (619) 56() 1468 DATE 5i2 , : SDICTON JURISDICTION: C-tzL.3-o . . PLAN CHECKER DFILECOPY PLAN CHECK NO: C (5O - - -• . []DESIGNER PROJECT'ADDRESS: r'u2jcJ cr '- . . - : • PROJECT NAME - -- . . -'- . •;..:. The plans' transmitted herewith .have been corrected where U necessary and substantially comply with the. jurisdiction' building codes The plans transmitted herewith wil-1 substantially comly with the jurisdiction's building codes when minordeficien- des identified . * are'resolved and checked by building department staff.- -. .. ;. . . . b ... 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 jürisdictibn's - 0 copy for your information. The plans are being held at ,. . Esgil Corp until corrected plans aresubm1tted for recheck El The applicant's copy of thechck list isenclosed for the jurisdiction to return to the applicant contact person. - The applicant's copy of the check list has been sent to: -_ fl Esgil staff did not advise the applicant contact plan check has been completed.. Es gil s ta f f did advise p n t e p1 Flas e! U been cornplet..e.o dntacted4- Date cie d: -- ?Tho n e. #p REM kS: 49rJ -o W P(a.n-2 -(-s Evtu' lfl) Tc4 'nX -') c, ec,t-9 O ) . ) IS - ). i1fl-WtTht' -yg D-LL.t,5YD -, - BY:\&) o)Z-O PPfJ c(.) '-'r i'$ 21 ENCL: ESGIL CORPORATION -- -: - — ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 208 SAN DIEGOCX92123 V - • (619)560-1468 • .• •''• V'' DATE AP' /01 /' I NT JURISDICTION JURISDICTION: CITY OF CARLSBAD • V CHECKER []FILE COPY PLAN CHECK NO:• _('i /5) V V V V DUPS V • (]DESIGNER PROJECT ADDRESS R1/ E5,YIJX1,)A) T PROJECT NAME D The plans transmitted herewith have been corrected where V necessary and substantially comply V Wjth the jurisdiction's V building codes V The plans transmitted herewith will substantially-comply V V with Vthe jurisdiction's building codes when, minor deficien- cies identified are resolved and checked by building department staff The plans transmitted' herewithVhave significant Vdeficiencies V identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. V - V •'V V , - The check list transmitted herewith is the jutisdiction's V V V copy for your information. The plans are being held at • - Esgil Corp. until corrected 'pl'ans are submitted for recheck. V V The applicant's copy of the check list is enclosed fore the V. 'applicant V jurisdiction,to return to the contact person. V V V The applicant's copy of the check list has been sent to: V ,.. •V • • V V V V V • V - V V Esgil staff did not advise the appliVcant contact that • V V V • plan check has been completed. V 0 , Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted Telephone V - REMARKS: V •VV• VVV V V • V V • V V 4 V V • V t BY: • V ESGIL CORPORATION V V V V 4 • 5' Iv -' PLAN CHECK No. Date initial plan check completed: JURISDICTION CITY OF CARlSBAD By Applicant contact person: - 'S ' 5, .5. TO Telephone 90/5' LL. Yr,43T ' FORRD:'PLEASE D--. -. - ., I -. Plan,checkis limited to technical requirements' - -. contained in the Uniform Building Code,' Uniform 'Plumbing Code,- Uniform.Mechanical Code, _ ,g 7XLEPHM no.#7 ,_ 'National Electrical-Code and state laws 'k.. regulating energy conservation, noise attenuation' and access for the handicapped. ENCLOSURES: Ft'Ii&i. 6Mmn 29A77i)V8 ' The plan' check is based on rgula€ions enforced by the Building Inspection Department. You may - - * - -have other' corrections based on laws and • - ordinances enforced-by the Planning Department, - - '- Engineering Department or, other departments. ' - ' - - I Present California law mandates that - - - '. -. residential construction comply with Title 24" P)J ADDRS: 2 -?-// E3r/,U?./'),J S7 and the following model codes: ' - S - - ' ' ''. 1982. UBC (eff. 7/1/85) •, - - - - - - - , . 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) ,' - 1982 UMC (eff. 3/1/85) :. - ' - . S.-., - ' ' The above regulations apply to residential : - construction, regardless of the code editions adopted by ordinance PLAN (XxxE(tION S Et.. , ' - The circled items need clarification, SINGLE FAMILY AND DUPLEX DWELLINGS - . - modification or change. All items have to be, satisfied before-the plans will be in. - Date plans received by jurisdiction:conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the jlans does ' not permit the violation of any state; county Date plans received by Esgil- Corporation: or city law. To need up the recheck process, note on this .: list-(or a copy) where each correction item has - ., ... been addressed i.e., ilan shet, specification. - etc. Be sure to enclose the marked up list . -. . - - when you submit the revised plans. ThES.. r,o,us Al 4)1)7 14) 't1:LtfJr1lL. O't Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements S. 1 3/25/86 S. -I . . ,, • . - - - •.. - - - V 12 - VV 3/25/86 V.-. •V - A '.,,iis / Indicate distanc& from center line of street :. or alley to property line and distance from / Please make all corrections on the original property lines to proposed building tracings and submit two sets of prints, and 4new Section 302 (c) - any original plan sets that may have been returned to you by the jurisdiction, to s FIRE PIION Esgil Corporation, 9320 Chesapeake Drive, Walls closer than 3 feet to property lines Suite #208, SanDiego, California 92123, shall.be one-hour rated construction, have no (619) 560-1468.' openings, and shall have 30 inch parapets when • the building floor area' exceeds 1,000 square Please make all corrections on the,original Qacings.and,submit feet on anyfloor. two nw sets of prints, and (Table 5..A' Section 1709 (a)) any original plan sets that mayV have been ., V returned.to you by the jurisVdiction, to: 1/. Projections, including eaves,-may not - - - extend more than 12 inches .into the 3 foot The jurisdiction's btilding department.- setback from the property line. Eaves over V required windows shall.be not less than 30 Indicate on the Title Sheet of the plans, . •. inches from the side and -rear property lines. the name of the legal owner and name of person Section 1710 and Section 504 (a) and (b). - V responsible for the preparation of 'the plans'. Section 302 (a)-7. . . Plastic skylights shall not be installed within 8' of anexterior walllocated -where V Plans, specifications and calculations shall openings in such exterior wall are prohibited or /be signed by a California state licensed required to be protected engineer or architect (California Buiness and Section 5207 (a) 7 Professions Code) on the Title Sheet the ene-hour Projections, including eaves, shall beSpecify of plans the Zross fire-resistive construction, heavy floor area of each element of this project , timber or of noncombustible material if. they including dwelling, garage, carport, patio, deck project into the 3' setback area from the - V and balcony. Section 302 (c). V - property line. Section 1710. Provide a statement on the Title eet of Qe that this plans project shall' comply with Show loaation of peimanently wiredsmoke detector, centrally located in corridor leading Title 24 and 1982 UBC, UMC, and UPC and 1984 V to sleeping rooms- or above stair if sleeping NEC. V rooms are on upper level. Section 1.210. V Submit fully dimensioned plot plan drawn to /u. A smoke detector shall be installed in the scale showing location, size, and use of all basement of dwelling units having a stairway existing and proposed structures on the lot. V . which opens from the basement into the dwelling. Identify property lines and show lot dimensions Such detector shall be connected to a sounding - - and all easements. Show locationof all cut or device or other detector to provide an àlarm fill slopes and approximate finish floor which will be audible in the sleeping area. V elevations for all structures and show Section 1210 elevations at all lot corners Section 302 (c). V V - •V V V D. EXnS. STAIRWAYS. -AIRD RAILINGS ' Every stairway landing shall have a Floors above the second story shall.have dimension, measured ,in. the direction of tral, at least equal to the stairway width. not less than 2 exits. Section 3303 (a). , Section 3306 (g). - / . I /8. .,Required exit doorways shall be not' less ' A door may open over a stairway landing (than 36" in width and not less than 6'8 in . provided the door; in any position', does not 4 height, and shall be capable of opening at least reduce the-clear area of the landing in the ' 90 degrees. Section 3304 (e). . direction of,stairwaytravelto less than - one-half the required width of the stairway. 33. Provide 36" high protective railing for Section 3306(g).' . ., porches, balconies, and open sides of stair.. landings. openin_gs between railings shall be 9. A door may open inward at the top' step of a jell Section -1711. P&ouiOE A D7'm... "stirway provided the top step is not more than - 7 1/2" lower than the floor level. - Show how guardrailconnection details are Qdequate / Section 3304 (h). to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. . 'ib; Provide details of winding stairway"' / . PRDUIOE T' . . Provide stairway landing details. ,aid omplying with Section 3306.(d).. . Section 3306 (b).& (c).1 . &. Minimum tread is 6' inches at.anypoint and minimum 9 inches at a point 12 - a., Maximum rise 8" and minimum run is -. inches from where the treads are 911 - - . . . •. . - b Minimum headroom is 61 6" Maximum rise is 8 inches c Minimum width is 30" 5/ Minimum width is 30 inches Z6.j ll handrails per Section 3306 (j), sha Iction Provide spiral stairway details, pertisfy the following: .' . 3306 (f): Provide handrail for stairways with 4 (9/ Minimum run is 7 1/2 inches measured or more risers .- at a point 12 inches from where the treads are the narrowest. t/. Handrail shall,--be 3011 to 34" above the. ,. •.'- - - . 1 nosing of treads Maximum rise is 9 1/2 inches The handgrip portion of handrail, shall-. , Minimum headroom is 6 feet 6 inches. - - be not less than 1 1/4" nor more than . . .. 2" in cross-sectional dimension. . LI. Spiral stairways may not be used for (Sea attached). , ' - ' required exits when' the area served is greater than 400 sq. ft. Section 3306 (f) :- I . 4 - 3/25/86 - ......... - ' . _.*• -., _.1 '- - ,. - ---I- - 4/ Spiral stairways must have a clear walking The maximum slope for a fire retardant space of 26 inchè between the column and - built-up roof, with rock or gravel surfacing, is handrail, show dimension. Section 3306(f). 3 inches in 12 inches, Section 3203 (e)'2. Provide I.C.B.0. Research Report and Number The iiinimum 'slope for a fire retardant for metal stairway, or submit plans.and L. built-up roof, with cap sheet surfacing, is 1/2 calculations and approved fabricator registered - inch in 12 inches. Section 3203 (e) 3., with the building ddpartment or note that the stairway fabrication shall be done under special. Specify minimum 1/4 inch per foot roof inspection per the approved fabrication plans., slope for drainage or 'design to support Section 306 (a) 4B and Section 306 (f). accumulated water. Section 3207 (a), Section 7. 2305'(f) and Section 2511 (d) 6.; /5. In buildings. over 2 stories in height, provide 3/4 hour fire-rated assemblies for all ' Show roof drains and overflows. - ,'. openings in the exterior wall below or, within 10 Section .3207. . feet horizontally of an exterior stairway. An S ' exit balcony with 2 "separated stairways is , f6. Provide skylight details to show omp1iance exempt. Section 3396 (1). ' with Sections 3401 and 5207 or provide I.C.B.O. approval number. Ly. Exterior stairways shall not project into / the 3 foot setback from the property lines. - Plastic 'skylight must, be separated from ' Section 3306 (n): . . each other by at least 4 feet.- Sect on 5207 (a) 6. , 0. The walls and soffits of the enclosed usable, space under interior stairs shall be Show attic ventilation. Minimum vent area es-1/1 150 protected on the enclosed side as required for of attic area or 1/300 of attic area if one-hour fire-resistive construction. at least 50% of the required vnt is at least 3 Section 3306 feet-above eave vents cornice vents. Show required area and area provided. E FMOF3NG Section 3205,(c). Specify roof slope p 4. Roof slope is not adequate. for roof type , Provide fireplace construction details or specified. Table 32-B; Section 3203 (h). ., ' - note construction to be per attached fireplace standard drawing. Chapter 37. '6 Show veneer support and connections in Specify roof material and application. 4-pter 'Seismic Zones 3 'and 4, comply s.ith Section 3002, 32. 4, 5, 6, and Section 2515 (a) regarding ties and -, Q #9 wire in horizontal joints or show '. Specify I. C. B .0. or 5U . L. approval number • construction to be per - attached sheets for roof materials not covered in U.B.C., e.g., 30-1 or 30-2. ti' le,. etc., Section 107. S.,. - . - . 'S. ,• . . - - I I - . . --. - . 4 Show height and construction details of all..Openings .- - p between carport and residence masonry walls Chapter 24 require self-closing doors and stationary winddws. Section 1214. . 2. Note that cleaxout openings shall be provided at the bottom of all cells to begrout .. i/. Show garàgefiaming section, size of header filled over 4' in a single pour. Cleanout shall over garage opning, lateral cross bracing at - --be sealed before grouting, after inspection. . plate line, method of bracing-garage front, and, Section 2414 (a) 8. holddowns if.re4iiired. Chapter,23. Show floor and.rof connections to masonry . NOTE: Maximum shear panel ratio of height t0 walls. Connection shall resist 200 pounds per, width is 3 1/2 to 1. Table 25-I. lineal foot or the actual design load, whichever 4 - is greater. Cross grain tension or bending Doors may open int th garage only if the wood ledgers is not permitted floor or landing in the garage is not more than Section 2312 (j),3. A. A, 1/2" lower thin the door threshold. . - Section 3304 (h):,.- . t Provide details for damp proofing the ation walls, below finish grade; where . p's. Provide an 18" raised platform for any FAU, useable space exists on t1e interior side of the water heater, or other device in the garage, walls. Section 1707 (d). . . which may generate a flame or spark; UMC Section . * I. . 508, UPC Section 1310 (a). - Show a minimum 2" air space and flashing between planter and building walls. • ' H. FOUNDATION Rujx1TS Section 2516.(c)-7. - . .. 74. Per soils report, note on the plan the G. GARAGE AND CARPORtS • , ils classification, whether or not the soil is ' - expansive, and note.allowable bearing value. -the '. Garage requires one-hour fire protection on Section 2905(c). • /the garage side of walls ind ceiling common to the dwelling. Table 5. B. Section 503 (d). '. The foundation plan does not omply'with Qe soil report recommendation for this project. All elements supporting floor above garage, ' QCluding'walls Please review the report and modify design,- supporting floor joists, to have - notes and details as required to show one-hour fire-resistive rotection-on the garage - compliance.." .SEe' 8eL.Dii, • side. Section 503 (a). -: - - ' '• - .. '• - - - • 76. Provide notes on the foundation plan , Show 1 3/8".solid core self-closing door . isting -the soils report recoñmiendations for for openings between garage and dwelling. - foundations, slab and buildihg pad preparation. Section 503 (d).A Garages are not pemitted to open into a , -. •. . room used for sleeping purposes Section 1104 - 75 çw n& pt,,.) i,r,t TIC ôi - pose T6'L / Rj e- g j' EXPi9iVS,i& .SO/2-S- p R PROJ,0E'fl- RPOT -FRQ(7? O/tS ENf7/Aie12 A)OT,A)& THF?7 fi P5T 7,qs1d,) S,LF913 1,)/u.. i22e7 : 7i 0(/si7-S Pf)12 7 YP(ñ LOlL P , *4 ' •- k - 3/25/86 t - - . •, - .. . --- - ;..•., .-LT 4 .. - The soils report recimiends excvations.be " I. sii foundation sills to be pressure reviewed by soils'engineer. Note on the ' treated, or equal. Section 2516' (c) 3. foundation plan that "Prior to theContractor requesting a Building Department Fotindation Show foundation 'bolt 'size and spacing. Inspection, the soils engineer shall-advise the '' /Section 2907 (e). building official in writing that: ' • : - • . -. 8Ø'. .Specify size, I.C.B.0 number and the building pad was prepared in ' man.facturer of powerdrivenpin. Show edge accordance with the soils report; - and end distance and spading.' Section 306 (f).' - -b-) the utility trenches have been. properly backfilled and compacted, . . 4. If required by itructural calculations, and; - .- show size, imbedment and location of hold down r * . - ••. ' ' ' ' anchors on foundation plan. Section 2312 (f). the foundation excavations, fprmins and reinforcements comply with the • . If hold downs are required by calculations, tote soils report and approved plan". - ' on plan that hbld down anchors must be tied- in place prior to foundation inspection. 78'. Show height of all foundation walls. Section 305(e) 2. . Chapter 23. 8/. Show adequate footings under all bearing 7,1. Show height of retained earth on all . walls and shear walls'. Section 2907 (b). foundation walls. Chapter 23. Show on the elevations, stepped footings If cut or fill slopes exist, show distance ' for slopes steeper than 1:10. . of foundation to edge of cut or fill slopes and Section 2907 (c). show steepness and heights of cuts and fills. Chapter 29. .. &. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" 2f . Note on plans that wood shall be 6" clearance to bottom of girders. imum above finish grade. ' . Section 2516 (c). Section 2516 (c) 7. • 2. Show pier size, spacing and depth into (8. Note on plans that surface water will drain , - undisturbed soil. Table 29-A. , sway from building and show drainage pattern and . . key elevations. Section 2905 (f). '3. Show minimum underfloor. access of 18" x - * 24". Section 2516 (c).r 3. Dimension foundation per U.B.C. Table 29A: - j. Shâw minimum uiiderfloorventilation equal Floors to 1 sq. ft. for each 150 sq. ft. of underfloor Supported* - Stemwall Width Depth area. Openings shall be as close to corners as 1 6" 12" 12" , , practicable and shall provide crossventilátion 2 8" - 15" L 18" - on at least, two approximately opposite sides. - 10" 18" 24" - , 'Section 2516 (c). ' .- PFoundations may support a roof in addition to the floors. Where only'aroof'is supported, use ' -- . '•. •f - ' foundation for one floor. I • . ' ' . - Noi: SPeC.ii_j P±CT'O,J PO,. - .- - ,.•••.-'• ' •. 3/25/86..- 1.'- .- S -: - - - - S Note an A I I C Certificate of Compliance.,'() ir Show on the plans all structural glued laminated wood members shall be given requirements developed in the stxuctural to the building inspector prior to erection.- calculations. 5EE iELo1.&). Section 306 (f). - - . . . - Columns and posts located anconcrete or 2onry 111 Detail all post to beam and postto floors or decks exposed to the weather- footing connections and reference th detail to or to water splash or in basements and which the plan. Section 2516 (m). support permanent structurs shall be supported - .-- by concrete piers or metal pedestals projecting 1/2. Detail shear transfer connections, above floors unless approved wood of natural including roof and floor diaphragm,to shear - resistance to decay or treated wood is used. walls Section 2513 Section 2516 (c) 4 l/3. Specify nail size and spacing for all 3. hear walls, floor and roof diaphragms. Individual-concrete or masonry piers shall roject at least 8 inches above expàsed ground Indicate required blocking. Maintain maximum 'unless the columns or posts which theysupport diaphragm dimension ratios. (Tables 25 I,J, K) are of approved wood of-natural resistance to and Section 4713 (d). .. - decay or treated woodis used. • - / 5 - Section 2516 (c) 4. Show 3" x 4" or 2" x 6" studs in first - - s4ory of three story btilding. Table 25R3. • i/it. Show location ofattic access with minimum - -' size 22" x 30". Section 3205. 1. Provide truss details andtruss calculations for this project. 5..Show draft, separation for attic areas between units ma duplex. Section 2516 (f). 11k. Provide 'roof framing plan and floor faming plan. Section 302-(a) 7. 1/6. Wood stud bearing walls, with studs at 24" S S o.c., require 3 ea. 2x4or2 ea. 2x6or2 47. Provide framing sections through - - • - ea. 3 x 4 top plates if siipporting either floor.. - - - members or roof trusses that are spaced more than 16"o.c. and do not bear within 5" of the - S supporting stud. Section 2517 (g) 2. •. Specify plywàod gradeand panel Section 4diification 320 (a) 7. - index. Table 25-N. - - 118. Specify all header sizes for opening over . 1/8. When roof pitch is :1 less than 32, design wide. Section.i517 (g) 5• . - : • ridge as a beam. Section 2517.(h). - - ll Provide calculations for main vertical and 1/9. If foundation cripple wall studs are less horizontal framing members .and post footings.. - than 14" framing shall be solid blocking. Section 302 (a)7. ' - - - Section 2517 5(g) 4. /hearo. Provide calculations for-lateral loads, panels, shear transfer and related.,- Section 302 (9) 7. P e5- ?. STE. -. - - - £, S#- cwi)Ok jL)Rr rUoT &c je UF i/c -.. (C.) POUun4y11MJ t PLAA) L)ôc 7Z /57--FL. E.exrLru s nEnp LE1JGT1+ - /J I) PLP) l>*s T . . .O PQ TD - - - 5- PEJq - 9 - - . - -S - •. . - - - 3/25/86- 4 p i/o. Cripple wall studs exceeding 4 feet in * .' ipb. Show minimum 30" deep 'unobstructed working height shall be 3 inch by 4 inch or 2 inches by • -' space in front of furnace. Section 505, UMC. 6 inches when supporting 2 stories. - Section 2517 (g) 4..' ly{. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. 1/. Show plywood sheathing over.exposed eaves', or other weather exposed'areas, is exterior - ,,' iiØ. Furnace 4shall notbe installed under any grade. Section 2516 (g) 3. stairway. Section 704, UMC; 1 32 Show a weep screed at the foundation plate , 11 /3. Furnace shall not b installed in any line on all exterior andstud walls to be bdroorn, bathroom or in a'closet or confined stuccoed. Section 4706 (e). - space with access only through such room, unless s)ecified as direct ventappliance, enclosed Show corridor width-to be minimum 36". furnace or electric heating appliance. Section 3305 (b). -. Seclion 704, UMC. Specify truss layout for 30",x 30" attic ih. Show I.C.B.0. approval number for prefab - .'. ccess. . ' - f'ireplace. - 1. Ridges, hips, and valleys shall be at l. Show access to the attic or underfloor l'east one size larger than supported rafters, 'inches furnace to be minimum 30 by 30 inches. Section 2517 (h) 3. ' Section 708 & 709 UMC. ' 1?'6. In open beam construction, provide strap . 116. Note that passagewa to the attic furnace ties across thebeams at the idge support. shall be unobstructed and have continuous solid Section 250]. (b). - flooring not less than 24 inches wide. '. Section,708, UMC. J. MECHANICAL 14/. Show permanent electrical outlet and. All heating, ventilating; and cooling systems lighting fixture controlled by a switch for the and appliances shall comply with the Uniform attic furnace. Section 708, UMC. Mechanical Code. •; , .• • 1L/8. Show details' to comply with Section 709 l. Show the size, location and type of all - for furnace under the floor, or Section 710 for hhating and cooling appliances or systems. roof or outside furnace.,, - () Show source of combustion air to furnace, . Note on plan:' Gas vents and, per Chapter 6, UMC. nncombustible piping passing through three - • ,t floors or less shall be effectively draft 149. Every dwelling unit shall be provided with stopped at each floor or ceiling. Hating facilities capable-ofmaintaining a room tJBC, Section 1706 (a)-6; temperature of 70 degrees F. at 3 feet above the . fi floor in all habitable rooms. Show basis for '' - compliance. UBC, Section 1211. ' ' •. • ' fl • ;-- -'*. •. fl - _4 _••i_ X. ELERICAL (NATIONAL ELICAL Q)DE). is/ Fuel combustion water heater shall not be ±fts11ed ta in bath or bedroom or ina:closet All wiring shall comply with the National opening into bath or bedroom Electrical Code UPC, Section 1309 14) Show on the plan the amperage of the l Provide adequate barrier to protect water e&ectrical service, the location of the service heater from vehicle damage UPC, Section 1310 Panel and the location of any sub-panels l. Show location of all electrical (j) Show T and P Valve on-water heater and iceptacles. show route of discharge line to exterior. UPC, Section 1007 (e) 152 Electrical receptacle locations and/or s acing is not adequate in Provide dryer ventto outside ici, Section 1903..-- :7L) Fmi' 'zm - Note on the plan that hose bibbs and lawn i.,Z"PeJE.t systems shall have approved backf low trinkler - prevention devices. 'UPC, ASection 1003 153 Show at least one convenience outlet other outlets for laundry,etc., outdoOrs, in ircle . Shower stall shallacconodate a 30"garages and basements.- NEC,- Art. 210-52. and have a minimum floor area of : ,-.' -• 1,024 sq. n. UPC, 909 (d). 154 Note convenience outlets in batooms, o do,rs, and in garages and basements (other than/ ors, ' N. NOISE INSULATION (1NJPL) - or laundry and -similar equipment) shall be ' GFI protected, NEC, Art. 210-8. ' ' ' 16/. Show details of duplex common (party) A wills and floor/ceiling assemblies to achieve a 17 Note electrical system ground to be Sound Transmission Class (STC) rating in walls provided per NEC, Art. 250-81. ' 'of 50 decibles and on Imact Insulation Class - (IIC) rating on floor/ceiling of 50 decibles. L. PT14RING (UNTO i)4B] (X)1)E) . -• Title 25. , . S156 Show water heater size, type and location 1/S Show how penetrations of assemblies for on plans. UPC, Section 1310. . - piping, electrical' devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or i7. Show source for providing combustion air :exhaust ducts shall be sealed, lined, or - to fuel burning water heater. If wall opening insulated to maintain required sound - in an enclosure are used, at least one-half of ' - transmission rating. Title 25. ' ' • the required opening area shall extend into•' the '- , -, upper twelve inches of the enclosure and ' • • iJ6. Provide inaulation in walls and ceiling to one-half within the lower twelve inches. ieve STC of 50 between garage and living area UPC, Section 1307. '- • • if garage use is not controlled by resident. - Title 25 -• • A 4.. -, . - 11., - ••. -- . - -. -- 3/25/86 -, - - - - - I r • -: _-• - , - - - - - - 4 - - - • .,. i;-' j'- .•- I A - - N. ENYisscvATION: PLEASE READ 17A. Specify on theb6i1ding plans all of the ' m6datory energy, conservation requirements as State regulations (California Admin. Code) listed on the enclosure titled, '.'Mandatory require that the design'satisy one of the. Energy Conservation Requirements'!. attached alternative energy packages or submit ,. . C The law also requires that Ifl&IY 1A.Show the size, type, make, model and mandatory conservation items be satisfied. location of the space heating (or cooling) - system and provide heat loss calculations if the 167 Show on the Title Sleet of the plans, the. - output BTU/Hr. exceeds 45,000. required elements of the alternative energy , .. . •. package, that was selected, and next ,to each, ' -0. da.sa S.F.D. & DUPLEX SUPPL(I element show how you are complying with each element. If calculations were used; provide Energ conservation design should be for similar data on the plans.. , -:' ' tone 7 . See, attached energy packages. The plan sheet showing the required iments,of 1/6 Floor drains must have auto-prime the selected energy-package, and policy). (city listing the design elements showing compliance with that selected package, must be signed by 177 Note exhaust fans cannot be ductless type either the owner, or a licensed professional city policy).' ' * 'i.e., architect, eninecr or contractor. A ., ' - , :• * design professional must 'note his/her' state ' 1/8. . : New' residential units must be pre-plumbed license number. Section,1403of Title 20. - •f'or future "'solar water heating. Note "two roof jacks must be installed" where the' water heater 1l16 on the plans the "R" value for the , is in the one story garage and directly below ls, floors, ceiling and related areas. , ' the moist south facing roof (City Ordinance No 8093). • 17(). Show double glazing as per Energy'Design, • on Glazing Schedule. , - . .G Note "two 3/4" copper'pipes must'be / - installed to the most convenient future solar $L Show on the plan how shading requirements ' 21-satisfied. e . panel location when the, water heater is not in-a dr satisfied. ' ' ' • one story garage and is not directly below the - - . * . • , most south facing roof. ' 112. The plans are not in compliance with,the '(City Ordinance No. 8093). eiergy conservation compliance package s1ected or design calculations provided. Show on P1nS . 180 All piping for present or future solar c.onfdtmance as follows: , . - wa erheating must be insulated whenin areas that are not heated or cooled by mechanical means (city policy). 11 Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry - wall(s).- -. TH F (!inL eS lLl TM- t Do ,J07 CimPY UJfl+ ftô //3 Fc!c g3 iS 9 % -6 Vor - PTS 9poe- L4 /7 ol p.i2,r1M 4 e, - /'R flrT). J.' ? /t)T tl 4I)F'?//tI 'S 12 3/25/86 1 - ¶' • : ----- IL 2 Show on the Title Sheet on the plans, the / P03 7 i&)5 / J S LR5 ;Lnformation required by the attached C41 ee. 4 pLIVS Developmental Services Sheet 102683... '. • / J/CXED WHX) UR/F/cMTIOJ 15 EEWE4 3. All new residential buildings, including dditions, require a soils report. Please TRr .• submit two copies. - THE P r7AJ,'O4 WELL 1 .. 0 çrii R'S F-OL •- Jfk. Heavy timber framing,, minimum 6'1 x 1011 seams and minimum 8"x 8" post,, forthe - .~C)/L TYPE'4 ',S P1? TH structural beam and column supporting the fire . -DT 2&m-1ÔJU sl separation between the garage and living area - above, is acceptable if shown on the plans. (city policy) l5. Plase see additional orrections, or ' V ' ' - r1emarks, on the following page The City of Carlsbad has'contracted with Esgil Corporation located at 9320 Qiesapeake Drive, . - • V ' Suite 208, San Diego, California 92123; ' . • telephone number of 619/560-1468, to perform the '.'Z plan check for your project: If you have any ' • • V -' • V questions regarding 'these plan check items, , ..- - V '. •. . please contact E1 LAJ- Id Y' L • V • ,V V V • V --V • •, •V_ ••• • ..• -. • V , . • V. V V at Esgil Corporation. If you have any. q1estions. , V S , • •• , - regarding City Building permit procedures, V V V • - • -• • - V please contact Cater Darnell at the City of ' * V-V • .- - Carlsbad, 1200 Elm Avenue, • • ••' V V . • . V V • telephone 619/438-5525. V 'V" • • V • Thank you. -. V, - • V • V• •• • : - r- - • ' V • -V Enclosures 1 FDTh) En)Or/Oi)c 2. • • - - V •' V V - - V - 'V VV ••, -V.. V * - -V. • • . 3 V • • - V • : • V - V -V • V •VVi V S •• V -- ,• '-V • • V , - * '1- _____ CITY- OF CARLSBAD Prepared by: Bldg. Dept. . 1/<&2,' VALUATION AND PLAN CHECK FEE - '-O ,Esgil PLAN CHECK NO.* BUILDING ADDRESS - -A// ESfl,i,ioi) sr - APPLICANT/CONTACT i,Jc' I PHONE NO. _'7e, -2g,g' ' .BUILDING OCCUPANCY 3lrn-/ DESIGNER PHONE:: •, TYPE OF CONSTRUCTION '• J/-pi CONTRACTOR PHONE ' BUILDING PORTION BUILDING AREA - ,- - 'VALUATION MULTIPLIER 'VALUE - ' •: - `17(f N00 • (,,gv - - • — K3) - ' ' - 1190 - ENTRY -, - Li'? ' - QIo'%I - •.. ' - Air Conditionine - - - Commercial - •- - ' - - - : Residential ' ' - - Res. or Comm. Fire Snrinklers. ' -• c ' ' . - FIELD CHECK DATE NIh S 5e?E U -- EWER WD LATERAL INDUSTRIAL WASTE PERMIT GRADING PERMIT: F ii T--,_ lYeclejve PLAN CHECK NUMBER ADDREESSc7// DATE PhA R' PLANNING______ CITY OFCA SCHOOL FEES SAN DIEGUITO ENCINITA'ELOPPRjAO CARLSBAD SAN MARCOS SETBACKS FRONT SIDE REAR b\L DISCRETIONARY ACTIONS REDEVELOPMENT PERMIT REQUIRED LANDSCAPE PLAN COMMENTS 0 ENVIRONMENTAL REQUIRED O 3tA ADDITIONAL. COMMENTS: ENGINEERING LEGAL DESCRIPTION VERIFIED - - APN CHECKED? P F F - -- PARK-IN-LIEU QUADRANT -, FEE PER UNIT RIGHT-OF'-WAY: j% TRAFFIC IMPACT FEE PER UNIT: V/p. - EASEMENTS DRIVEWAY IMPROVEMENTS:' OK TO DATE:' -... DPD2:DPD6:01/86 - \- - - 44 k44p 7D7( SOWARDS ENGINEERING SHEET No I OF P a Box 517 . . SOLANA BEACH; CALIFORNIA 92075 CALCULATED BY_______________ DATE CHECKED BY DATE ... • JOB Lr q44 SOWARDS.ENGINEERING: SOLANA BEACH, CALIFORNIA,92075: CALCULATED BY_ SHEET NO______________ OF DATE - CHECKED BY DATE -- - - - -- - - - t - - L 771 ......... 1 - In ....................................--............ .......................................... - - -- __1o_________ ------------------------ -- - -- ZI7I +------•--- 11•-•- A 7 . - - .. . . 1- - ----- - - - - -- - --- --r- --- -- -4 -- -- --------- "77 - -- ------------------------------------- -- - ..-..-.•--.----...-. - I - -•- -. -- -.- ( - - - L ..... ...... ................ ... it -40--jq 7 /)( 3(Df 1 0 2-( - 4-4-7him! kkk- .. ......... ........... - -1-4-4 ----- --" '' '°" 10-7 - ____ : .f44f?-7( - SOWARDSENGINEERING SHEET NO;OF SOLANA8EAcCAUFORNIA92O75 CALCULATED BY r2.-. DATE____________ CHECKED BY_____________________ DATE - - SOWARDS ENGINEERING P. 0; Box 517 SOLANA. BEACH; CAUFORNIA 92075 iEEP I - - -- - -- - - --*--*--- _ --- 2t ....... __ - .. - ........- - - r - ----r-- - -- - - -- -- Jos - (Kiepefi _5 7; £ - - - V (324 - — - - S,4 - A - - S -, -b--- - - -'-, a - tr w 1 /oao - - 4 -- * ......................... ............ - .... - JOB (-or 544- SHEET HO OF SOWARDS ENGINEERING Pz 0; Box 517 SOLANA BEACH, CALIFORNIA-92075, CALCULATED-BY DATE CHECKED BY DATE' I JO LOr54- , 'SOWARDS ENGINEERING 8HEET NO:' 7 OF_____________ P:O. Box. 517 SOLANA BEACH; CAUFORNIA 92075 CALCULATED BY DATE______________ CHECICEOBY ' DATE___________________ V _V V.VVVVV L-T644 SOWARDS ENGINEERING SNEET 6 P. 0. Box 517 SOLANA BEACH. CALIFORNIA 92075 CALCULATED By, V DATE CHECKED BY DATE .SOWARDS ENGINEERING: SNEET NO. 1 2. OF I P. 0. Box 517 , I SOLANABEACH, CAIJFORNIA92075 CALCULATED BY DATE CHECKED BY______________________ DATE ------- 1,kT1L-M, I2siei'J - .....- .. ..... .-.. ....- - - I3oc)O 7icc'o : __- " J - :L J- - ----,-----___ - - ------- -- - -- -- I c?i I . I x::zI t 4- etico - - 2qçqo - hL 1' ' - - 71 gk: p - - - .-.-- .-.-- ---------..-.. ____..--_._-._..:.................--_...---_.T._............ JOB_L'r 44.. SOWARDS ENGINEERING SHEeo OF PO. Box, 517 SOLANA BEACH, CALIFORNIA 92075. CALCULATED BY________________ DATE CHECKED BY ' DATE' - Mo JA1A.t -1 1Z00 ;4. - - -- -- - - - - - ------•- -•--•-----............ ' . . .. . 1 I' . . . . L...... .... ............. ...... ....... • -............. ....... ... ._ ...,.--..................... 47 FIzc ?4SJT (,Q II EZ IkQx W7O 'k4i' -. ',r -c x,2.' Z - - kt.A- 1'ori tc /r 1 ' 7. ' ___ SOWARDS ENGINEERING IL OF P. 0. Box, 517' SOLANA 8EACH CALIFORNIA 92075 CALCULATEDBY________________ DATE CHECKED BY` DATE SOWARDS ENGINEERING SHEET NO OF P: 0. Box 517 SOLANA BEACH; CAUFORNIA 92075 CALCULATED BY_________________ DATE CHECKED BY DATE - ........'4?14..i . - JOB,L,L,r .41 SOWARDS ENGINEERING .SHEET NO:- L4 PO. Box. 517 . SOLANA BEACH, CAUFORNIA92075 CALCULATED BY DATE - CHECKED M_-DATE - - -_ P - - .............WL - - - o? 17 fA, ..... -..-. ..................... •-- ....... ................... ... ......... .. ................ .......................................................... '-.... - -----i- - - ±' T: ---------- 7P -- + --1- - -- -- --- ... - - -- - -- ii:: : 14: - , r , c(ps 7O - - 4fr p 46 I - - - 8" ( - - - - ) - - ..STAGE ENGINEERING INC SHEET DATE: 3/21/86 JOB GRAVO RESIDENCE 4401 TWAIN AVE. *20 - SANDIEGOCA 92120 1 •. BY: NO. 45- (619) 280-2487 - - POSTIENSIONED: FOUNDATION DESIGN - PROJECT: GRAVO RESIDENCE .. - ADDRESS: CARLSBAD, CA. - - - OWNER/DEVELOPER: JERRY GRAVO CONSTRUCTION - . DESIGNED BY: # J. GRAVO SOILS CONSULTANT:-- :1 REPORT *. . -. - - - - - S - WDODFRAME CONSTRUCTION LOADINGS . . . . .- -ROOF '-. . FLOOR RFS. 12.00 PSF. . CONCRETEFILL -- 0.00 PSF - PLYWOOD - 1.50PSF• ' PLYWOOD - 1.50 PSF - -• FRAMING .. ., 3.50 PSF FRAMING 3.20 PSF, GYPBD CEILING 2.50 PSF GYPBD CEILING . - 2.50PSF - - - -: - NECH & MISC . 0;50 PSF - MECH & MISC .0.80 PSF - - - TOTAL DEAD LOAD 20.00 PSF TOTAL DEAD LOAD .8.00 PSFAl -' LIVE LOAD 1600 PSF LIVE LOAD 4000 PSF ------------- 3600 PSF 4800 PSF - - . - 5 - ..•- WALLS I EXTERIOR INTERIOR - - . • 7/8.STUCCO 10.00 PSF. 0.00 PSF - FRAMING .2.00 PSF 2.00 PSF - -INSULATION ' - 1.00 PSF - - 1.00 PSF WALLBOARD 250 PSF 5.00 PSF TOTAL DEAD LOAD 1550 PSF 800 PSF - COMPLIATION OF,LOADINGS EXTERIOR WALL LOAD .. INTERIOR WALL.LOAD- . TRIB ROOF WIDTH = 8.00 FT . TRIB ROOF WIDTH = - 10.00 FT - - IRIS FLOOR WIDTH : 6.00 FT TRIB FLOOR WIDTH = - - 8;00- FT - WALL HEIGHT.: 16.00 FT WALL HEIGHT - 8.00 FT - -. - LOAD 824.00.PLF LOAD : - 808.00 PLF - - ES - TRIB TO POST = 4.00 FT TRIB TO POST 10.00 FT . HO,p - P LOAD = 3296.00 LB • P'LOAD : 8080.00 LB IRIS ROOF WIDTH = 10.00FT -. IRIS ROOF WIDTH : - .17.00 FT S __ TRIB FLOOR WIDTH - 5.00 FT -. TRIB FLOOR WIDTH = 10.00 FT - 5 •; WALL HEIGHT = 8.00 FT WALL HEIGHT = 8.00 FT CI .' LOAD = 724.00 PLF . LOAD = 1156.00 PLF c \ • . - TRIB TO POST: 1.00 FL TRIB TO POST: 8.00 FT P LOAD : 2896.00 LB - P LOAD 9248.00 LB . 44 0• (V . STAGE ENGINEERING INC. SHEET IN . DATE: 3/21/86 JOB SRAVORESIDENCE - 4401 TWAIN AVE. *20 . . SAN DIESO, CA 92120 2 :(619) 280-2487 BY: NO. 45- POST-TENSIONED•SLAB ON GRADE . 2 ' •-: Distribution of. wall and. post loads as an alternate to conventional ' footings. Slab is considered a beam on an elastic foundation. Ref: Advanced Mechanics of Matria1s, Seely & Smith, 2nd Edition - Allowable loads will be determined and compared to actual loads Design Criteria Post-tensioning . Concrete Strength f'c 3000 psi , Compression fc 45 f'c = 1350 psi Tension ft = 3*(f'c).5 164 psi .. Modulus of Elasticity = 332 x 10A6 psi V fpu -. 270. ksi V ., fse = 162000 psi Area : 0.153 sq in V Force 2479 kips/tendon Slab Thickness: 500 inches Slab -I 125.00 in4 -V - . • V' - - V. V •V VV V Formulas • - - - • - . -- V Vt . H • 4 . Prestressing strand at mid-depth of slab •V • . - V V - fa = T/bt T/12*s . . • V fbfa+ft - Beam on elastic foundation V V Beta = (kl(4*EI))A.25 - . N =b*IIc V (For load at edge of slab, divide N by 1.28) •. . -. P = 4*BetalM - V V V V • - • V V V V VV •V It is assumed that these slabs will be used on clayey soil. V - 'V V V • V V V V Ufl varies from 25 to 100 for most clays,assume k 25 - ' V • - V V V - V asworst condition. V . - V V - - •VV - Beta 001108 - V 'VV V • - •- ,, VV V V ,V V V - V •V . V -. V - V V •V _VV V - V •V V V - VV V _V , •V • V . - V - - V V - :- : - V .V - V • - •VV V V - V V •V• •- _ '-V VV V V . V V IV•• • STAGE ENGINEERING INC SHEET DATE: 3/21/86 JOB GRAVO RESIDENCE 4401 TWAIN AVE. *20 .; SAN DIEGO, CA 92120 . I r. -By:"-. NO. 45- .. (619) 280-2487' '- - Wall Loadings on Slab Interior Exterior ' '• Tendon Wall load Wall load . Spacing• fa., fb 'II . Allow P Allow P (inches) (psi) (psi) (in-U (*/ft) (t/ft) 72 6885 233 17 11658 34 516.58 403.58 69 7184 236.16 11808 01 523.21 408.76 66 75.11 239.43 11971.29 530.45 414.41. . ;• 63 78 69 24300 12150 12 53837 42060 ' 4 60 82 62 246.94 12346 84 547 09 427.41 57 86.97 251.29 12564 26 556.72 4"')4.94 ' 54 9180 256.12 1280534 567.42 443.30 97.20 261.52 13075 84 579.39 452.65 48 103.28 267.59 13379 59 592.85 463.16 " . . " 45 110.16 274.48 13723.84 608.10 475.08. :- ..- • . 42: 11803' 28235 14117.27 625.53. 488.70 . . I.S N . •. . 39 127.11 291.42 14571.22 645.65 504.41 •. . ' ! . . 36 . 137.70 302.02 15100.84 669.11 522.75 •, , 33 ' 150.22 314.53 15726.75 696.85 544.41 '30 : 165.24 :329.56 16477.84 730:13 570.41.: 27 -183.60W 347.92 17395.84 770.81 602.19 . 55 •,• 24 206.55 370.87 18543 34 821.65 641.92 - POST LOADS INTERIOR Ref Roark, Formulas for Stress and Strain Flat Plates, Case 55 S '1:[E*tA3/(12*(1_u 2)*k]A.25 . 34.49 . P:(2*fb*pi*tA2)/(3*(1+u)(log(l/a)+.6159).) a:radius of contact area:(btd/pi)A.5 . . .. . " .. . Post size b: 3.50 - d: 3.50 :a, 1.97. . . Shear limit per' ACI 318-83 eq. 11-36 - . - • -• • S Bo = 3000 in bo*dlsqrt f'c 6572 67 - P = 26290.68 pounds Design post,load 6557.00 pounds , . •• . - * - •- • - I • • , . Flexiral • ' - -* Tendon Bending Maximum Thickness Spacing Load Post 4 For. Design (inches) imáx) Load Post Load •' • • I • 'S • • 72 571320 571320 536 69 5786 55 57B6.55 532 66' • 5866.57 5866.57 • 5.29 . ' ' • -•-•• - 63 5954.20 ' 5954.20 - 5.25 • • - -+ ' - •-f-' ' ' 60 6050.'60 6050.60 521 .•. S • '• ' 57 6157.15 .- 6157.15 ' 5.16 -. ' ' ' ' • -54 - 6275.54 - - 6275.54 1. 5.11 •' . ' • ' - . 51 - 6407.85 • 6407.85 . 5.06 ' ', . • 48 . 'S6556.71 6556.71 ' 5.00 • - "'* • ' • S • 45 6725.41. - 6725.41 . ' 4.94 - - - a-- - - - . - .42 6918.21 6918.21 4.87 -. 39 7140 67 7140.67 479 - 36 7400.21 - 740021 . 4.71 ' - • - ' -' . . 33 7706.94 -- - 7706.94 4.61 . ' ., . . -• • - 30 8075.01 • 8075.01 .4.51 , - . : - - - • .27 - 8524.88 8524.88 - 4.39. ' • - 24 9087.-22 ' , 9087.22 4.25 ' • ' • 5'. . STAGE ENGINEERING INC..{ SHEET DATE: 3/21/86 JOB GRAVO RESIDENCE 4401 TWAIN AVE. #20 I SAN DIEGO, CA 92120 4 BY:NO. 45- 1 (619)280-2487 - -S •, 0 ), , EDGE BEAM PROPERTIES - :.l\ .•' $ 0 •.' - - . . ;, :'..- . . S - o Ftg depth: A . Fig: 6t I -'20 00 inches I . . I - 0 - • - 0 ' 0.0 S • ,, 0 0 IS 0 0 ' S ..IpI '0 •, •I• -, ' 0 0 0 ••-, • I 5' Ftg Width: '.S -, . 0 , 0 0 • ' 0 0 12.00 inches . • 0•'5S5 0 -. S .1 •''s A y Ay ' h'52/12 yA2 I . 240.00 '1000 2400.00 33.33 8.32 9997.04 ' '•' * 0 S 150.00 2.50. 375.00 2.08 . 21.30 3507.77 ' ., . 0 0 ,, 0 0 0 0 •, . - 0 -. , 0 - . ' .- Of . •. ,- 0 • O 0 0390.00' 2775.00 . I:13504.81 inA4 S - S ,, , • 0 •' 0)0 y bar = 7 12 inches S bot : 1049.13 in"3 S top 1897.97 1nA3 r2 3463 inA2 Stresses from prestressing Single strand (denoted o)in ftg at depth 6.00 inches from top. . . 0S ' ' -. '• •0 (top 78 12 psi + bot 3718 psi POST LOAD/HOLDOWN CHECK . P: 329600LB L: 900FT MP1112 : 2472.0O FT-LB e (rA2/yb)1(((12 N A)/(Sb T))-1) -1.49 inches • ' ç- . 0 • O ' • '('bar -.e 5.62 Depthto cable--from topof slab " - '' - 0 • 0; 0 ,, 0 - •_ .S 0 .0 ' . t o •, , .5 -' - - 0 0 . -: •.' 0 • 0 '•0 , POST LOAD/HOLDOWN CHECK ' ' 0 - - 5' 2P6.00 LB L = 6.00 FT MP1/12 = 1440.00 FT-LB - e:(rA2/yb)t(((12 N A)/(Sb T))-1) -1.99 inches '(bar -e = -5.13 Depth to cable from top of slab ;-. 0 0 0 0 '. 'S - 0 •' sS •0 9 - 0 , - - 5 - . . q , - 0 P.O 5050 5' .5- It' S ,O S . S S . • • S5c-,. 5 - 555 • - - •' .5 0 5 ' 54 5 • 0 0 •',I. 'S -• 0 ' .' 5.. - S • • 0 •'5- - - - 0 - . 5• - -' 0•' S .-., - ) 4 - -STAGE ENGINEERING INC. .' SHEET DATE: 3121/86 1 JOB GRAVO RESIDENCE 1 4401 TWAIN AVE. #20',. • . ' I SAN DIEGO, CA 92120 BY: 1 NO. 45- . (619) 280-2487 • '' * SUMMARY . - •- I .•' - . 4 - MAXIMUM 7 EXTERIOR WALL LOAD 824 00<1SOOPSF ALLOWABLE SOIL BEARING t r USE STRAND SPACING OF . 66.00inches max. MAXIMUM INTERIOR WALL LOAD 808.00<1500PSF ALLOWABLE SOIL BEARING '.•. ' ' . • USE STRAND SPACING OF . 66.00inches max. . . MAXIMUM EXTERIOR POST LOAD 3296.00 SEE SHEET 4-FOR LOCATION . . OF TENDON IN EDGE BEAM. MAXIMUM INTERIOR POST LOAD 8080.00 4. - 7'. .4 4 . 7. 4 - 4 .,_4 ., •..''. .. -4 . - MAXIMUM EXTERIOR WALL LOAD 724.00(1500PSF ALLOWABLE SOIL BEARING .. USE STRAND SPACING 0F 66.00inches max., f'-- • - . • MAXIMUM INTERIOR WALL LOAD 1156.00(150OPSF ALLOWABLE SOIL BEARING •-; • • USE STRAND.SPACING OF. 66.00inches max. MAXIMUM EXTERIOR POST LOAD 2896.00 SEE SHEET 4 FOR LOCATION • - . • .OF TENDON IN EDGE BEAM. , - -. '• .. i'-. .- MAXIMUM INTERIOR POST LOAD... 9248.00 - . -. - : • .4 .4 .$_• •4• -. . -.1-- * 477 . . 1- .. • 4 -4, 4 .4 4. - . - - •• -- 4 •• .4 .7 .4., 5 4 - 7 1' - . 4.. - 1' - -'• 4 - .5-- •..34 . 4- . -. PROJECT DATA SUMMARY MIME . .. . •. - 7 0+S7 -'' A. T r m 1 tZ#W 4 CA—I LA zth 7 IThLD N. MUIR NO C43643 L.E WLLI is-I pro4ect -L.t7 - z.- a documentation authOv date 49i,-1cc SITE INFORMATION . U SF— Heating Degree Day (from Appendix C) HOD 1 OF-day Outside Design Temperature (from Appendix C or Appendix G)... - low 2 OC PROPOSED BUILDING ENVELOPE INFORMATION Gross Floor Area if Low-Rise (from Calculations) -------__ ---- ......._ A1 _____________ Gross Wall Area if High-Rise (from Calculations) .. Aw 4 ft2 Designed Glazing Area (from Calculations) __. A5 - _5 2.-O ft2 Basic Gtazing Area (16%of Line 3if low-rise oø'4O%of Line 4ifhi3h.riseL.... A,f 4. 't 1. 2Q tt2 PDINT 5-1 ,-rEM Co M Pu A14 Cr-- Description of Assembly Glazing t PGL-E $Q FT') u91 U52 0 U93 Wall D Fc'(- I Uwl \PJ c 00 — U',,3 Uw Ceiling/Roof V'4 001)Ucl \&4()Q iZr. Z.. Uca Floor c '- - U11 W c,v-ç ci...02.. . U12 Stu/ IN - f, 2 - OF 8 ________________ Btu/(hr.ft.°F% 9 BtuIlhv.'t.'Ft 40 9 Stu.(hr.ft.3F' 89 Stu/ (hr.fs2.F1 Btj/(hr.f.OF? 13- at' (hr.ft2.°F 14 • Btul(hr.ft2.091 IS- -O Stu/ (hr.1i2. OF) . 16 '2 -Stu/ (hr-I) r - -°S Stu/ (hr .t2.°FI PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gas furnace . . Building Design Hourly Heat Loss (from Form 21. - . qh 18 54.00 Btuffir Maximum Allowed Bonnet Capacsty. x Line IS ---- 19 1 I . 0 2>4 Btu/Ptr Proposed Furnace Make _____________________________ Model Description_-Q AC - 09 Rated Bonnet capacity _.JJ1 oc'o Electric Resistance Alone . . Electric Resistance Life Cycle Con (from Form 5).._..,....... - 5LCC1 20 Lowest Life Cycle Cost of the Other Systems (from Form 5)_............-.... 5LCC0',,21 S Non-Depletable Energy w/El.ctric Resistance Beds-Up Percentage of Annual Heat Loss Met by Non-Depletable Energy Source (from Calculations) ..-.--___ - - -22 . Heat Pump with Electric Resistance Supplementary Heat Percentage of Annual Heat Loss Met by Electric Resistance (from Calculations) _._.-----------------_---... 23 PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) Et.cerfc RII1stSnCS Alan. Electric Resistance Life Cycle Cost (from Form 6) -- ........- ',LCC. 24 $ Lowest Life Cycle Cost of the Other Systems (from Form LCCb w 26 ________ -_______ $ PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Solar Life Cycle Cost (from Form 71 ...._ __... ._ 0LCC, ze Natural Gas Life Cycle Cost (from Form 7'._.. . ..-... 2? • ' — - .- I I BENTON ENGINEERING, INC . - . APPLIED SOIL MECHANICS — FOUNDATIONS .. - . 940 RUFFIN ROAD i SAN DIEGO CALIFORNIA 92123 April 21, 1986 - PHILIP HENKINGRENTOM PRISIDINT.CIVII. ENOINErM . •. TELEPHONE (&I9)5e8.1955 ..................... _•4•• . _••t •-.1-... .' Jerry Gravo Construction Company. 3290 Dove Hollow Road. 0livenhain, CA 92b24— Subject: . . •! -- Subject Project No 86-4-15M Moisture .Contents in Subgrade Soils Lot 544 of La Costa Meadows Unit No 3 - Carlsbad, California 4 •- f 4 Gentlemen This ,is to report the results of tests to determine the moiiure contents of the soilsin the upper three feet below finished grade in the proposed %building:ar.ea ,at the subject site in Carlsbad, California The soil, samples were obtained on April 18, 1986 and theresults of'- the moisture determinations are presented as follows Depth Below .Moisture Approximate'Location Existing Grade • -- . -Content of Samples in Feet % dry wt Southwesterly portion of 1-0 21.8 "proposed -building,, area . •• 2.0 ,.. . 23.8 . . . 3.0 ' ... .-'.-- :21.8. Northeasterly portion of '1.0 22.7 proposed building area 2.0 '- -:': . . - 24.1 3.0- -. 24.2- . . It is concluded from the field observations of the various-soil types - and the final results of.the moisture determinations that thesóils in the upper 3 feet below finished grade at the locations sampled have been .• . sufficiently moistened to minimize the pOtential expansion' of the soils, * ,as recommended in our report under Project No. 71-7-17D dated 0ctober'.: : 19, 1972. .4., -- - . . -• - .'•'• 4 , -•, . . 4' . •, - . - •_,_', - . .It is recommended that positive drainage, 6 inches of vertical fall-.in '. 6 feet horizontally, should be provided around the perimeter of-the .house •. - S in landscaped areas. Drainage systems should be provided to collect all runbff from roofs and conduct the water in watertight pipes either.into- - 4 .. .•c I • 4. I -:4 . . 44• --_: --- ' -• -. - ,. - - ..-.•.-. 4.,. - - a 4' - : Jerry Gravo Construction Company -2- - April 21, 1986 Project No. 86-4-15M .•'. the streets or storm drains. All surface drainage should be'preventéd 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.. , ( It is our opinion that.a properly designed post-tensioned reinforced concrje-te slab Will provide satisfactory support on the existing presaturated expans espectfully submitted, ' - - I '- -- .•, s •-' BENTON ENGINEERING, INC -' - , ' - By R C Remer - t •• Reviewed by - Philip H. ton, Civil Eng eer - - '--- - RCE No 10332 Distribution (3) Addressee 17 STQJV gUJNEERJ1G. INC. - H arid. Company ZI Test Numr Week Ending I 361 to 404, inclusive October 2, 1971 405 to 456, inclusive October 9, 1971 457 to 507, inclusvc October 16, 1971 508 to 538, inclusive October 30, 19/1 539 to 570, inclusIve November 6, 19/1 571 to 621, inclusive November 13, 1911 622 to 6750 inclusive Novairibor 20, 19/1 I 676 to 701, inclusive November 27, M 1971 702 to 771, inclusive December 4, 1971 772 to 835, inclusive Deccmbc'r 11, 19/1 - 836 to 905, inclusive December 18, 1971 906 to 924, inclusive Deccn5ci 25, 1971 .. . 925 to 930,. incluvc July 15, 1972 931 to 935, inclusive July. 22, 1972 The find tcsilh of tests cnd obcivohos indicate that the coripacted filled ,roud hus Leon loccd at 90 jercent of tit.. Iuaun1um dty dcnsily or jrcotcr it lic.s bcn ck ILrruInccl that the ais,coinpcctcd to 90 percent of iI' w.axim;n1i dry dnsiIy, 1'w afo bo o t i n g v a l u e . H f, 193 fili ndr i $ uare foot for one loot wk12 contfluour footri $ founded of a d plccc.J five feet oi morc insidu t c top of compacted fiFkd giound dope s . I f f o o t i n g s gore plated cicccr to the cxpoc.d slopes than foci ini de, the top of comi a c t c d l i l l c d g r o u n d sfopes, these should be d..t.pcncd one f03f Lio, a 1 1/2 hot io:tcil to 1 veitical line projected outward and do,n,cnd horn a point, 5 focI lsnrizontally ilLldc the top of cnrnpcictcd filled 9r6und slop.s Tc.ts indicate that the corn;dJcd fuJi ci giouiud t adLquotu to cctisfcictoruly support the propocd wooJ uiarn. dwellings without dcirirnuslal settlements. INK Expansive clay, silly clay, and sandy clay soils werc placed in the upp e r t h i o h e a l i n c e r t a i n compacted full areas and also exist in lhc upper three feel below finished graio i n c e r t a i n c u t .oreas. The final classifications of the soil conditions cisting on each lot are p r c s o n t c . d a s - n . Critically Lots * Lots 1413 to 430, inclusive 531 to 534, inclusive 43216435, InClUSIVe 536 to 540, Inclusive ..437to441, Inclusive 543 to 552, inclusive 446 to.450, inclusive .. 554, 556, 551,558 452 to 454, incluivo 563, 564, 5/0, 5/4 459 to 466, inclusive 5751 576 . 470 to 487, Inclusive 578 to 581, InclusIve 489 to 510, inclusive.--/.584 .5121,to 527, inclusive V) - ,LsY eLA_I4 CAZCP7) CA 058:08 R2 3/28/84 VH/dr Attactuent C VV -. .• - VV V VVV - VV VVV VVV VV . V Form 2 V : V V • V V V V (Revid 3/84) V V V VV V V V Climate Zones 1, 3, 5,and 16 V "Zot 7 V COMPLIANCE CHECKLIST V V V V V For Low-Rise Residential Buildings V V - V V (except hotels and. motels) .., V V • Step 1: Enter on the form the vales for each measure from your building plan V V V V V and specifications sheet. Step 2 Enter points on this page while working through the point system Building Shell Measure Points *Total Floor Area - O1O ft2 V•VV Slab-on-Ground; Perimeter ft., Depth in. . . . R- — I V • Raised Floor R-Value.... ... ............ ... ..R- V V V •V Ceiling Insulation or Construction Assembly ...........V R _ 2 V V Attic, of RoofOver tl •() a.V2,ft -1••_I Percent Conditioned Space % Wall Insulation or Construction Assembly ... ... ........ •V R- Glazing Total % Floor Area Single Double Triple V V V V V V V VV• North-Facing. 4 f V ft V f4 ft . • V East-Facing V ft ft ft V South-Facing. • ft2 V ft2 ft2 :2P V 8. West-Facing , •V •i.4% ft V ______ft2 f t 2 V V ft ft 9• SkYlight. . . . ft V V V V V V : • V 10. Shading Coefficient U. _VL Vl. . V V (excluding overhang) • V V V V V a. East .....VV• ____.................___ V V V V • V b. South ...............V SC ..............—Z_ V V V V ............... VVL_ West .....................V • V V V Skylight .............•. ______SC ..............._____ V 11. Horizontal South Overhang Length. . . • 2. ft . . • • , • V •V Movable Insulation, % Floor Area. V Infiltration (indicate Standard, Medlumo_41 STAr.I"øti7 ght V V V V V Thermal Mass V V V V (..-• %( l&TOL. V V V •V V V Exterior. Wall Thermal Mass V V V • V V V Area, Heat Capacity, R-Value ........Vft • HC, R- V V AL V • V V V V V V Interior Thermal Mass • V V V Area, Heat Capacity.R-Value , V .52 15 ft2, V7•7 HC, R..2S .-i- V 7 HVAC System** V VV V V Gas Furnace (Seasonal Efficiency) ....................1 'SE V *Heat Pump (Energy Efficiency Ratio) ............. ... ......_____EER V V V *Refrigeration Cooling (Seasonal Energy V , V V •V V V Efficiency Ratio) ..........................V V - SEER V V • V 16. Active Solar (Net Solar Fraction, S) ............V • - %NSF V V 17. Zonally Controlled Elec tric V • V • V VVV V V VV Resistance Space Heating ...............(Yes/No) Domestic Water Heating** 18 Solar With Gas Backup (Net Solar Fraction, ) %NSF V • VV . 19 Other Water Heating (Describe type). VV V V V V Point System Compliance Total V V V. V • V V V • V V V *Checklist items; not a point system measure. V V V V • V **Attach documentation for efficiencies and NSF.V V V VV V V V ' V V VV VV V V V : V V V LÀ CO?T ' 0 L,ArL ,vA C4 0) C LC QL,T J Q2 i; U CTO '-a -7 pLoO (-re /usiL. F,'I4H 'ot Evtj (TL) (4 ip- t4o '7'• 1..1O • * C.z. .; / (i- 4 (-rt iO - - r-lo .2 - vi 9 s 44/o-i ToTL MAg (37s) I " 0%A02 R5 4/03184 VH/dr 6tr SSf (ø/zo/84 -i.41S POIWT 4 Co oos • - LuLT . p OZd-vk4. - - '3rr .Li s Attachment A r Point System Compliance Goal for Assembly Bill 163 AB 163 Compliance Goal AB 163 Compliance Goal cLi fi2rL: Climate For 1-Story For 2- or 3-story For 1-Story 2- or 3-story ,For Zone Buildiflgs Bui_Jfg Buildings 1 0* k_i 0:: 0* 2 -7 -13 -16 J -16 -. t)5 : :: ::E E-10 E ( 8 ., -7 -13 -12 9 -2 -10 Y1 - 9.- 10 -8 -14 -15 14 -9 -13 -'-l7 -17 - 15 -4 -8 - -6 -8 16' -6 V - -8 -4 -4 .4 •I V V 4 4 • V. - • • . V - - •• -4 •... ..-4 - .•• V . V V • •-• . • -•' . V *The AB 163 compliance goals for climate zones 1 and 12 calculated to-positive V V scores, but the standards- require no greater than a zero score (a zero point V V system score equals the energybtidget fothe particular climate zone). • - V V 4- - V - V • 'V I - ••V• HOURLY AND ANNUAL BUILDING HEAT LOSS RATE Oedc On.: Proposed Design Standard Design Form 2R l -. - .--- (8/81) -. Enfo,c.m.nt Agency Use Only - 6IN F'L - own., OfOect oul.0Ingp.rmc numo.r PrOISCI locatioji - £ylt.m C-1 04 . -. CASCI(IO OY - M'JIPa_ Oat. oat. SITE INFORMATION l4satlnqO.ç.. Day (from Appendix) 1400 2°9'i ° ay 0u*ad. Design Temperature tirom Apo.ndix) 1', o Outside January M..n Temperature (from Aopenaixl 53 °F .t, an PROPOSED BUILDING ENVELOPE INFORMATION Grog Floor Ar,."from plant) 3 70 ' Grea, Wall Area jfrom plans) ................................2 'S t 2 Designed Glazing Ares 'from plans) ....................... Basic Glazing Area t16%otAfit low-rise of4O%oAithiqh.eis.).... . . . . As,, ICl I,.20 tt2 PD1J1 JY HOURLY HEAT LOSS . S DESIGN TEMPERATURE DIFFERENCE - .• .. For All Assemblies Other Than That Three Below ... 70°F — °F -&Th 1 33 To. from ico,e For Insulated Floor Over Vented Unheatec Spea ............Un. 1+2 t.Thl 2 I(.t'.S °F For Uninsulated Floor Over Vented LJnhe ted Spa ce........ Una 2-5F .Thu3— F For Slao-on Ground Poor ...............— 0F - ATh1 - - .. jan tram ceove X CONDUCTIVE HEAT LOSS Average U * OrAssembly ' Area, ft Of or F2 from L2.I hourly nsat Oucrlotlon Of Auamoly Length, it Greats 44 from coo',., lois. 0 ' Gluing 5'Zo X x — _( 31O tuIhr Wall 'ooO ) x -x •O' ;94 v000 pa-.-- 2. '2.o x al 597 X _ x ______a Ceding/Roof V'4 I 1'22 x_ 14 —S!k—= 'NOOP __ __ ______a Floor C. t) C1I G x 3 VJV2-Q A- C) 0-fL 130 X 10 'x _r-.-c = Other \M C, t5Vl.. , x_•rCI x_ 4('-B volume Subtotal O4S.O tu,h, -S -. Sum of he coo,. g INFILTRATION ....... .o -w t,2 x 8.S istx_.02l 3 3 • i' Soo A from coo,, W.9nte0 from from Av.aq. Taoi. 3.7 Una I Ceiling cignt -' 4 4; Subtotal 7 . - in, a - sine is DUCT HEAT LOSS .Entar 3 it :riere an no ducts) ....................0.15 x Line 7 - 3 •••1 I 2 - - TOTAL HOURLY HEAT LOSS. Q g 54G'8(fl tuihr sn, 7 -'sin. 3 - - ANNUAL HEAT LOSS, OL 2o.. • .oayjyr * 3tu,pir 1 *24 hrlday +_____________ - 10 • 3tuiyr "curly "&At L3 . ?,Om rn from "rain 400,* - froml.ne9 Tdole34 U fie. I , . . ' 5- , - -; *5 -. . * • . HEATTRANSFERCOEFFICIENT Form 3R PROPOSED CONSTRUCTION ASSEMBLY . A AMft - Owfl.V aroject titi. - Ls r2 Pfeilct IOCJ%lOfl EAL7 N.MU1P aocMmentatiOn autnof Oats \/q'o FQAKAr= lil . -. •-,jq Sketch of Construction Assembly . List of Construction Components R (for section between framing members) . (from Table 3-1) 2 U) LPI Ra. PAPER 71 0r 3 R-11 PATT 1NULATIoN U.00 = J : : p WA, po&g. 6 Framing Size_ 4 rraming Soacing — O.C. - - • . - 7 I 4 Check one: - - - •- - 8 Inside Surface Air Film (from 7able 3-18).'. _____________ Ceiling/Roof Floor 9 Outside Surface Air Film (from Table 3-18). • I 7 Wall Total Thermal Resistance (RT) 1'2. 4 if Wali check the sum of the active aopfoor'ate weigrtt 0000. -Z ass than 25 bitt2 — A 25to40lbltt2 AVERAGE U VALUE OF ASSEMBLY ,.' greater an 4.0 ib,ft2 I 9w/(hr p2 0F)1 Framing AT. from iOevs - • - - Factor from - - • - • - 4 + aDi, 3.6 • .._A+l.i - 4 Use this U value for heat load + + - iCUi5tiefl or Coo. comoarison - 4.--... 1.•• •t.- - A -A aP W& L L.. ('9 -+4 4 -. HEATTRANSFERCOEFFICIENT Form 3R PROPOSED CONSTRUCTION ASSEMBLY (8181) - -• -- •- I I ' ;.'z .. $ 4 * 4 4 .4 4 44 Enforcement Aq.ncy Use Only 4 4 1 Owner aroject title Building Permit numb.? - 4 Prolict location •- 4 Cfl.CkUC by E F14 LO k MuIR _________ •..•• oocum.ntatiofl lutnOr eat. Sketch of Construction Assembly List of Construction Co~Tpqnents, R . (for section between framing members) (from Table 3-1) -$ C. 1.R:~4&W—rP .4B 2 R- TT IN Ufl G 11.00 3 P&' X" PUM Pvo 6. 4. Framing Size - - - 4 Framing Soac:rg-___o.c. - 7 - Check one 4 8 Inside Surface Air Film lfrcm able 3-18). Ceiling/Roof - -- .• -• - - -- - Floor 9 Outside Surface Air Film (from Table 3.19). 7 Wall -- •• - .--t 0 -• . -. Total Therm al Résistance CRT) If WeIl check the sum of tne ibcv• aopror'ate weiqnt: •, • • than 25 bitt2 4 1 25 to 40 lb/ft2 AVERAGE U VALUE OF ASSEMBLY greater an 40 lb,tt2 t. I 12 eco = L. O4 64 3tuIr f2 . . •. . - Priming R-T from loove . • - - •• - . - Factor from 47 - Table 36 'Ii thit U vilu 1 e for calculation or Coo. comparison S I 4' 4 - • . •-. - * . -- 4 .',- •- AREA, F WALL. = 02) <k T ( •, - -. 4- *4' - 1 4 4' 41 *- - 4 4• t - -. -. -fl,. -. ,-•.-- -- - --- 4*,•_.S .4 -.4 - 4.-.,--- •.4 4 .- 4 . I _ 4 - - . -- - - , - - . • - - kt HEAT-TRANSFER COEFFICIENT, - ', Form 3R PROPOSED CONSTRUCTION ASSEMBLY ... (8/81) - p - - - .. .. tnle,cam.øt Aq.nCy Use Only __________________ -- N( obE f:;P, m i-y Im ewNta. owner rOjeCi title builaing permit numo.f • _C.A _._-_. ________________ project location - .. ... •,. al.ciI.a Dy aoamontailon IMUIOV • aat• : 1t GO . • H _.1 Sketch of Construction Assembly , List of Constructron Componenta R (for section between framing members) - (from Table 3.11 •, •. •••( 1. o rrt ULT)O rcur • 4 - jr Y. Framing size ...... It C0 Framing Soacing D.C. 7 - * . ••• --- Check one 8. Inside Surface Air Film (from Table 3.181. ...........'... ___________ ' Ceiling/Roof Floor 9 Outside Surface Air. Film (from Table 3.181 Wall .. - :- . - Total Thermal Resistance (Ri) 31.(7 It Well. check the .. . sum 01 ine iD0V- appeocriate weight: - - - . •• - . l.n than 25ib/t 25io401b11t2 AVERAGE U VALUE OF ASSEMBLY gr.aiut than 40 IbIft2 _ 3tu/(hr _ft2 oFjj -• . - Framing AT front aDo,. - - Factor from iA TaDII 3-4 III this U value to, heat -- - - . ,. • calculation or Code comparison - ._..\ __/• -.* • OF - S I • owner tOIICt title 0 C.LBA.c, c - Peolect location eoctimontatlon lulllt Oats WC'OD Pc4M 2 - Sketch of Construction Assembly List of Construction Components R (fed section between framing members) (from Table 3-11 - SFNi Ct LE 0 I — - - — - FA.TZ. • 4 YULfl 01 NJ 5 1/2 ' o Id, w - Framing Size x ! Framing Soacng O.C.7. 6 -- Check one .- " Ceiling/Roof 8. Inside Surface Air Film (from Table 3.18). -- Floor 9 Outside Surface Air Film (from Table 3-181 (1 Wall Total Thermal Resistance (RT) 7 If Waii ctsck the - sum of iris aove aoptoeriats weight: 1w than 25 lb/ft2 - - 25 to 4Gb/ft2 AVERAGE U VALUE OF ASSEMBLY ysatsr vlan 40 Ib1tt2 I •' _______ I • 03 Btu/fhr - 0 Framing AT Ironi aeo,s Factor from - rao1e3-e 0 - "IhI tiils U v$iul for heat to? calculation or Code comoar son EIi.- /ooF 7 .PT Own., DrOISCI tille c1 progict location, - 2.-I - aocum.ntation autnov oat. Sketch of Construction Assembly Lt of Construction Components R (for section between frimirtg :embetiIL (from Table 3-1) I 2 - 2 6. ' 4. Framing Size ' x Framing Soacing -O.C. 7 4 4 Check one 8 Inside Surface Air Film (from 73ble 3 18) Ceiling/Roof S Floor 9 Outside Surface Air Film (from Table 3-18).". Wall Total Thermal Resistance (RT) If Wall, check the ' -' - ' '- ; - - sum of me above aoprocriat weignt eta than 25 bitt2 25to40'bltt2 AVERAGE U VALUE OF ASSEMBLY greater 1an 40 Ib,ft2 p e.____________- = 9tu/(hr ft2 °F) Framing T trom boys Factor from f - TIDl.36 *- I - 4 4 !'Ise this U value for heat ioac Calculation or Coca Combarlson 4 *' 4 4 4 4 HEAT-TRANSFER COEFFICIENT [ Form 3R PROPOSED CONSTRUCTION ASSEMBLY Enforcement Aq.ncy Us. Only ('4 €sL C.sec4 -4i O,JC owner aroject nfl., - - DuilOing DermiS numo., Dol.Ct location S - cn.ck.0 Dy' .00cum.ntat,on autrtov oaf. Sketch of Construètion Assembly '. List of Construction Components R (for section between framing m.mbersl ' - (from Table 3-1) 0, I GARrEflN 4 Pwoo #77 tIOULA-n 10H o a &or 4. — I Framing Size _ * 17 I Framing Soacirig 0 C 7. Check one 8 Inside Surface Air Film (from Table 3-1 • Ceiling/Roof - - - - - Floor 9 Outside Surface Air Film (from Table 31-181. 2. Wall' Total Thermal, (RT) & q'2. If WsIi check the ' . '05 sum of tne #OO Vs aoDroariate weignt: - - isa than 25 ;bif-r2 .- _____ 25 to 40 'bItt2 • •', •0 _AVERAGE U VALUE OF ASSEMBLY greater than 40 1b,ft2 S S J. ________ 9tu/(hr .tt2 O '0 , Framing AT Irom.aoovs - - Fa--to from - 0 S ,-1aDl.3.6 - ••• *5 - 0 ': - - this U value for host lo -, - 0 . - - OS • calculation or Coo. comrison S S • ' -S I S • - r- - • 5• FLOOR. AA 'Zo 15q - f jc2L-. F/J i L( •. - I . MANDATORY fEATURES AND DEVICES CHECKLIST •. .• . . NOTE: All new residential buildings subject to these standards :must contain the following features and devices, regardless of the compliance approach used. I CHECK S COMMENT MANDATORY FEATURES . I IF NOT IN IPAGE # ON PLANS O AND DEVICES I COMPLIANCE DOCUMENTATION/MODEL I IPLAN FIELD 1 Building Envelope ICHECK .INSPECTIONI '1. Minimum Ceiling Insulation, I R-19 weighted average I I I I I Minimum Wall Insulation in I I I .fred walls R-ll weighted I. I average* . I Ducts constructed, installed and insulated per chapter 10 I . •' F' of: 1976 UMC. Doors and Windows, weather- , . . •• stripped 0 0 All joints and penetrations caulked and sealed I Doors and windows certified I and labeled .• . Exhaust Fans and fan system, I have damper controls . I I I , 8. Masonry and Factory Built Fireplaces, • I . I I • 1 I I to Tight fitting, closable I - metal or glass door I I - • • 0 • to Outside air intake with I • I . • • damper -'I I. • I I 0• •• • o Flue damper SI . ' I • I I I ' • • 0 ContInuous burning gas pilot, prohibited I I I I 9. Vapor Barriers (Climate Zones • -• 1, 14 and 16 only) *Does not apply to exterior mass walls. S S C-48 ECM 1-16 Page 2of MANDATOR! FEATURES. AND DEVICES CHECKLIST . .. . . .' NOTE: All new residential buildings subject to these standards must contain the following features and devices regardless of the compliance approach used. . CHECK I COMMENT MANDATORY FEATURES . IF NOT IN I PAGE 1 ON PLANS or AND DEVICES . COMPLIANCE DOCUMENTATION/NODEL S Plan Field Space ConditioninTg Equipment Check Inspection Sizing (attach heating and cooling calculations to plans)I I Setback Thermostat (electric I . heat pumps exempt) HVAC Equipment, indicate oni I. - I plans and certified by CEC Domestic Water Heating System I I I Tank Insulation has external . blanket, R-12 or greater . I Hot water inlet and outletl I . pipe insulated, . externallyl I I . ... wraped, with R-3 or greater . I (first five feet in uncondi— . . tion space) . Water Heating Equipment, mdi- . . I I cate on plans and certified by CEC . I I Showerheids and Faucets, indi—I I I cate on plans and certified by • . . CEC Lighting I. Efficiency I I I . . .•' 1. General Lighting for Kitchens and Bathrootns, 25 lumens/watt or greater . Gas ( Cooking Appliances . .. .1 1. Appliäncé has intermittent mg-I I I nition device. . I . I I I I. . : •. ____________I ..• S' • . . ,..• ':.• ••_.( -* - FORM 1 Page 3 of 3 MANDATORY FEATURES AND DEVICES CHECKLIST ••,••' NOT!: All new residential buildings -subject to these standards' must'contain the' following features and devices regardless of the compliance approach used. CHECK I '.IY NOT IN I COMMENT MANDATORY FEATURES I COMPLIANCE. I PAGE # ON PLANS or AND DEVICES " YES/NO •' IDOCUMENTATION/MODEL # Plan I Field I Swimming Pool Heating ICheck . Inspection . On/Off Switch on heater I •' I I Weatherproof Card on heater I Plumbed to allow for Solar 4.. 75 Percent Thermal Efficiency ' I for gas' heater I ' Pool Cover if heated ' I I Time . Clock on recirculating p'.p ' . .. I• I I Directional water Inlets . .. . I 1 ' I State Owned Buildings 1. Solar Water Heating, required I if building exceeds 10,000 I • • ' • sq. ft. and HVAC, water I , heating, or lighting is use I over 1000 hours per year I Steam and Steam Condensate Return I and aecirculating Hot WaterPipe I • I Insulation 1. Pipe insulation I . I •', H C-48 ECM 1-16 • . • - . k LOG NO 71 f_VVV.V.1 : 1x.rJ SAN MAXS UNIFIED SGIQDL DISTRICT'- . V PROJECT SERVICE AVAILABILITY LETTER * VVVV .- - -• . (Applicant fill in print legibly) - V V - -• - - : - Phone No. V A1diess:2CD (' t)u(1 CA..' ; OWNER: (p., Qp Co-T -. Phone No.ç Address ç PROJECT DESCRIPTION Project Address/Location 724 \ -s Project Name V - Project located on - Assessor's Parcel Numbers Assessor's Parcel No.(s). . 1. 3.! I II I lED V V V ( Attach V léal description if necessary) *V V •V -_[IEI- 4• I_LI •V Census Tract No .j 1A ) >rojectType•.(checkoneor-nDre) V Hou.ing Type No. ofD.Us No. ofBedrooms V V Minor Subthvision (TPM) SingleFamily - Major Subdivision (Th) Multiple Family MobilehceUnits V . V V V• V V V V V .41. Owner/applicant agrees to reconfirm thispro,ject with the issuing school district every 6 months unless such action is not required by the district District Phone 619-744-4776 VVVVVV, 2: Owner/applicant understand that the certification for school service contained in this Project V V .' Service Availability Letter-is'no longer.effective if the project is disapproved or. if the con- V ditional project approval (subdivision oermit or other conditional use processes) expires V 3,V,TheinfotionVI have provided is co t. - APPLICANT's SIGNATURE _'___ Date________________________ V - ' V SAN MAR(XX3UNIFIED.SCHCOLDISTRICT V V - V V CERTIFICATION OF SCHOOL AVAILABILITY ORNON-AVAILABILITY V' V Date FOI4I DAY L1T I5 YR V TO: V . - City of Carlsbad V - V * FM: Schodl District San _MárcosUnified _Giades Served: K-12 V VV V V V' l• F School services and facilitis are committed for this Project. Services will be available V concurrent with project need based on a secured agreement with the developer which has . .adeauate financing and clear intent. •' Recertification of service availabiLityr . is required prior to issuance of buiLding permits 2. ,'The undersigned school district hereby certifie that it will be able to provide adequate. ' V V V -. • school services and facilities to 'the above described project concurrentli with the need of' ' V V - such project. •.Owner/applicanthas.paid the required -developers fee. V V V VV • , V V V •V V V 3.- 71 The undersigned sàhool district hereby Certifies that it will not be able to provide adequate V 'V school services- and facilities to the above described project concurrently with the need of V such project because -_ - DISTRICT REPRESENrATIVFIS ,SIGMATLIRE Date April _15,1986 V TITLE Facil ities Tech Phone - 7 4 4 -4716-._V . V VV V * •.•• V V V V WHITF_CIVIC ENFITY YFLLOW-DISTRICr PINK-OWNER/APPLICANT 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 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 DISTRICT 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 subdivision. . OWNER'S NAME: Jerry Gravo Constructions Inc. MAILING ADDRESS: _3290 Dove Hollow Road Olivenhain,'Ca. 92024 PHONE NUMBER: 756-2539 SERVICE ADDRESS:2841 Esturion St. - LOT NUMBER: 544 TRACT DESCRIPTION:_Lj Costa Meadows ASSESSOR'S PARCEL NO: 215-380-03 TYPE OF BUILDING-S.F.D. NO. OF UNITS1 CONNECTION-FEE: - - $1500.00 -LATERAL SIZE: '-"."EASEMENT: EXTRA FOOTAGET @$/Fàot EXTRA DEPTH: /Foot LATERAL FEE INSPECTION DEPOSIT 50.00 PRORATED SEWER SERVICE FEE TOTAL $550.00 PAID BY: CASH CHECK NO 5837 RECEIVED BY: W.V. Roehi - The undersigned hereby agrees that the conditions as stated. Gier's gnature the above information given is correct and agrees to 17894 Account No.